Items - Running contract for various urgent civil works including annual maintenance works of institute buildings (mainly academic buildings) in NITC (2025-26)
| Percentage BoQ | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| BoQ_Ver3.0 | Percentage | Normal | INR Only | INR | ||||||||||||||||||||||||||||||||||||||||||||||||||
| Select, At Par, Excess (+), Less (-) | IOCL | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Tender Inviting Authority: Director, NIT Calicut | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Name of Work: Running contract for various urgent civil works including annual maintenance works of institute buildings (mainly academic buildings) in NITC-2025-26 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Contract No: Engg/D1/JE3/426/2025-26 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Name of the Bidder/ Bidding Firm / Company : | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only ) | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | Estimated Rate in Rs. P | Addition / Deduction | Addition / Deduction Values | Currency Convertion against each Item | Quoted Currency in INR / Other Currency | BASIC RATE In Figures To be entered by the Bidder Rs. P | Excise Duty | VAT | Freight Charges ( Unloading & Stacking) | Any Other Taxes/Duties/Levies | Other Taxes 2 | IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax | Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category | TOTAL AMOUNT Without Taxes in Rs. P | TOTAL AMOUNT With Taxes | TOTAL AMOUNT In Words | ||||||||||||||||||||||||||||||||||
| 1 | 2 | 3 | 3 | 4 | 5 | 7 | 8 | 9 | 10 | 11 | 12 | 13 | 14 | 15 | 16 | 17 | 18 | 19 | 20 | 21 | 22 | 23 | 24 | 25 | 26 | 27 | 28 | 29 | 30 | 31 | 32 | 33 | 34 | 35 | 36 | 37 | 38 | 39 | 40 | 41 | 42 | 43 | 44 | 45 | 46 | 47 | 48 | 49 | 50 | 51 | 52 | 6 | 54 | 7 |
| 1 | Running contract for various urgent civil works including annual maintenance works of institute buildings (mainly academic buildings) in NITC for a period of one year, scope of which is detailed in Annexure II of the Notice Inviting Tender. The quoted percentage will be applied on each individual items mentioned in the sheet 'Items' of this BoQ Excel file, while operating the contract. | 1.000 | unit | 1.00 | Excess(+) | 1 | Full Conversion | INR | 1.00 | 1.00 | INR One Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | ||||||||||||||||||||||||||||||||||||||
| Total in Figures | 1.00 | 1.00 | INR One Only | 4 | Construction of chamber for 100mm sluice plates | item5 | 10 | Nos | ||||||||||||||||||||||||||||||||||||||||||||||
| Quoted Rate in Figures | Select | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||||||||
| Quoted Rate in Words | INR Zero Only |
| Detailed Estimate | ||||||
| N/W | Running contract for various urgent civil works including annual maintenance works of institute buildings (mainly academic buildings) in NITC - 2025-26 | |||||
| Sl. No. | Description | Qty | Unit | Basic Rate | DSR No. | |
| 1 | EARTH WORK | 2 | ||||
| 1.01 | Earth work in surface excavation of all kinds of soil (not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge. | 1 | sqm | 126.34 | 2.1.1 | SR |
| 1.02 | Earth work in excavation of all kinds of soil by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. | 1 | cum | 172.71 | 2.6.1 | SR |
| 1.03 | Earth work in excavation of ordinary rock by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. | 1 | cum | 485.43 | 2.7.1 | SR |
| 1.04 | Banking excavated earth of all kinds of soil by mechanical/manual means in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and for all lift. | 1 | cum | 192.56 | 2.3.1 | SR |
| 1.05 | Filling quarry muck in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m :Details of cost for 10 cum. | 1 | Cum | 2573.97 | 2.501 | MR |
| 1.06 | Earth work in excavation of all kinds of soil by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | 1 | cum | 253.27 | 2.8.1 | SR |
| 1.07 | Excavation work of ordinary rock by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. | 1 | cum | 615.86 | 2.9.1 | SR |
| 1.08 | Excavating trenches of required width in all kinds of soil for pipes, cables, etc. including excavation for sockets, and dressing of sides, by mechanical/manual means ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m: Pipes, cables etc, not exceeding 80 mm dia. | 1 | metre | 209.78 | 2.10.1.1 | SR |
| 1.09 | Excavating trenches of required width in all kinds of soil for pipes, cables, etc. including excavation for sockets, and dressing of sides, by mechanical/manual means ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m: Pipes, cables etc, not exceeding 80 mm dia. But not exceeding 300mm dia | 1 | metre | 342.64 | 2.10.1.2 | SR |
| 1.10 | Excavating trenches of required width in all kinds of soil for pipes, cables, etc. including excavation for sockets, and dressing of sides, by mechanical/manual means ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m: Pipes, cables etc. exceeding 300 mm dia but not exceed ng 600 mm | 1 | metre | 534.91 | 2.10.1.3 | SR |
| 1.11 | Excavating trenches of required width in ordinary rock for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50 m : Pipes, cables etc. not exceeding 80 mm dia | 1 | metre | 392.41 | 2.13.1.1 | SR |
| 1.12 | Excavating trenches of required width in ordinary rock for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50 m : Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia , | 1 | metre | 971.69 | 2.13.1.2 | SR |
| 1.13 | Excavating trenches of required width in ordinary rock for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50 m : Pipes, cables exceeding 300 mm dia but not exceeding 600 mm dia | 1 | metre | 1118.07 | 2.13.1.3 | SR |
| 1.14 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and for all lift | 1 | cum | 190.71 | 2.25 | SR |
| 1.15 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20cm in foundation, trenches, plinth, sides of foundation, etc. complete for all lift. | 1 | cum | 681.59 | 2.25A | SR |
| 1.16 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 1 | cum | 2066.41 | 2.27 | SR |
| 1.17 | Surface dressing of all kinds of soil in the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50m and lift up to 1.5m. | 1 | sqm | 33.23 | 2.28.1 | SR |
| 1.18 | Excavating holes more than 0.10 cum & upto 0.5 cum in all kinds of soil including getting out the excavated soil, then returning the soil as required in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., disposing of surplus excavated soil, as directed within a lead of 50 m and lift upto 1.5m. | 1 | each | 80.22 | 2.30.1 | SR |
| 1.19 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | 1 | sqm | 17.12 | 2.31 | SR |
| 1.20 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | 1 | sqm | 8.71 | 2.32 | SR |
| 1.21 | Felling trees having girth beyond 30 cm upto and including 60 cm girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. | 1 | each | 517.98 | 2.33.1 | SR |
| 1.22 | Supplying Chlorpyriphos emulsifiable concentrate of 20% in sealed containers including delivery as specified. | 1 | litre | 228.41 | 2.34.1 | SR |
| 1.23 | Diluting and injecting Chlorpyriphos E.C. 20% chemical emulsion with 1% concentration for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) along external wall where the apron is not provided using chemical emulsion @ 7.5 litres/sqm on the vertical surface of the substructure to a depth of 300mm including excavation channel along the wall & rodding etc. complete | 1 | metre | 37.85 | 2.35.1.1 | SR |
| 1.24 | Diluting and injecting Chlorpyriphos E.C. 20% chemical emulsion with 1% concentration for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) for treatment of existing masonry using Chlorpyriphos E.C. 20% chemical emulsion with 1% concentration @ one litre per hole at 300 mm interval including drilling holes at 45 degree and plugging them with cement mortar 1:2 (1 cement : 2 coarse sand) to the full depth of the hole | 1 | metre | 41.84 | 2.35.4.1 | SR |
| 1.25 | Treatment at points of contact of wood work by chemical emulsion Chlorpyriphos (in oil or kerosene based solution) @ 0.5 litres per hole by drilling 6 mm dia holes at downward angle of 45 degree at 150 mm centre to centre and sealing the same. | 1 | metre | 272.15 | 2.35.5 | SR |
| 2 | MORTAR | 3 | ||||
| 2.01 | Cement mortar 1:4 (1 cement : 4 fine sand). | 1 | cum | 3608.66 | 3.4 | SR |
| 3 | CEMENT CONCRETE (CAST IN SITU) | 4 | ||||
| 3.01 | Providing and laying in position cement concrete of grade 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources), excluding the cost of centering and shuttering - All work up to plinth level. | 1 | cum | 7665.78 | 4.1.3 | SR |
| 3.02 | Providing and laying in position cement concrete of grade 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources), excluding the cost of centering and shuttering - All work up to plinth level. | 1 | cum | 7097.74 | 4.1.5 | SR |
| 3.03 | Providing and laying in position cement concrete of grade 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources), excluding the cost of centering and shuttering - All work up to plinth level. | 1 | CUM | 6628.08 | 4.1.8 | SR |
| 3.04 | Providing and laying cement concrete of grade 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing. | 1 | cum | 9628.03 | 4.2.3 | SR |
| 3.05 | Providing and laying cement concrete of grade 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing. | 1 | cum | 9059.99 | 4.2.5 | SR |
| 3.06 | Centering and shuttering including strutting, propping etc. and removal of formwork for foundations, footings, bases for columns | 1 | sqm | 381.56 | 4.3.1 | SR |
| 3.07 | Centering and shuttering including strutting, propping etc. and removal of formwork for retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 1 | sqm | 819.75 | 4.3.2 | SR |
| 3.08 | Centering and shuttering including strutting, propping etc. and removal of formwork for Columns, piers, abutments, pillars, posts and struts | 1 | sqm | 935.34 | 4.3.3 | SR |
| 3.09 | Providing and laying cement concrete 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) in kerbs, steps and the like at or near ground level excluding the cost of centering, shuttering and finishing. | 1 | cum | 8115.65 | 4.4.1 | SR |
| 3.10 | Providing and fixing at or near ground level precast cement concrete 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources) in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete. | 1 | cum | 8491.23 | 4.6.1 | SR |
| 3.11 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. | 1 | per bag of cement of 50 kg | 17.66 | 4.12 | SR |
| 3.12 | Extra for laying concrete in or under foul positions. | 1 | cum | 454.93 | 4.16 | SR |
| 3.13 | Providing and fixing 18 mm thick ferrocement boards with cement mortar 1:3 with coarse sand and reinforced welded mesh(20 Gauge) , chicken mesh (10Kg) in required thickness for bedroom, kitchen cupboards including cost and conveyance of all materials, labour charges, etc., complete, as per direction of Engineer-in-charge. | sqm | 1820.29 | 4.5 | MR | |
| 4 | REINFORCED CEMENT CONCRETE | 5 | ||||
| 4.01 | Providing and laying in position 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level | 1 | cum | 8801.51 | 5.1.2 | SR |
| 4.02 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fllets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) grade of concrete | 1 | cum | 10559.92 | 5.2.2 | SR |
| 4.03 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 1 | cum | 11194.85 | 5.3 | SR |
| 4.04 | Centering and shuttering including strutting, propping etc. and removal of formwork for Foundations, footings, bases of columns, etc. for mass concrete | 1 | sqm | 381.56 | 5.9.1 | SR |
| 4.05 | Centering and shuttering including strutting, propping etc. and removal of formwork for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 1 | sqm | 819.75 | 5.9.2 | SR |
| 4.06 | Centering and shuttering including strutting, propping etc. and removal of formwork for suspended floors, roofs, landings, balconies and access platforms | 1 | sqm | 902.21 | 5.9.3 | SR |
| 4.07 | Centering and shuttering including strutting, propping etc. and removal of formwork for shelves (Cast in situ) | 1 | sqm | 902.21 | 5.9.4 | SR |
| 4.08 | Centering and shuttering including strutting, propping etc. and removal of formwork for lintels, beams, plinth beams, girders, bressumers and cantilevers | 1 | sqm | 716.52 | 5.9.5 | SR |
| 4.09 | Centering and shuttering including strutting, propping etc. and removal of formwork for columns, pillars, piers, abutments, posts and struts | 1 | sqm | 935.34 | 5.9.6 | SR |
| 4.10 | Centering and shuttering including strutting, propping etc. and removal of formwork for edges of slabs and breaks in floors and walls under 20 cm wide | 1 | metre | 202.92 | 5.9.16.1 | SR |
| 4.11 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 1 | cum | 10300.08 | 5.12 | SR |
| 4.12 | Thermo-Mechanically Treated Steel reinforcement bars of grade Fe-500D or more for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | 1 | kg | 104.94 | 5.22.6 | SR |
| 4.13 | Thermo-Mechanically Treated Steel reinforcement bars of grade Fe-500D or more for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. | 1 | kg | 104.94 | 5.22A.6 | SR |
| 4.14 | Thermo-Mechanically Treated Steel reinforcement bars of grade Fe-500D or more for R.C.C. work ready to use "cut and bend" rebars of approved make from factory/workshop to construction site including placing in position and binding all complete upto plinth level. | 1 | kg | 96.96 | 5.22B.1 | SR |
| 4.15 | Thermo-Mechanically Treated Steel reinforcement bars of grade Fe-500D or more for R.C.C. work ready to use "cut and bend" rebars of approved make from factory/workshop to construction site including placing in position and binding all complete above plinth level. | 1 | kg | 96.96 | 5.22C.1 | SR |
| 4.16 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. | 1 | metre | 76.28 | 5.30 | SR |
| 4.17 | Providing and laying in position ready mixed or site batched design mix cement concrete of M25 grade with minimum cement content of 330 kg /cum for reinforced cement concrete work for all works upto plinth level; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/ Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS:9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. | 1 | cum | 9248.12 | 5.33.1.1 | SR |
| 4.18 | Providing and fixing in position factory made precast RCC M-40 door and window frame of size 100 mmx 60 mm, fixing with hold fast embedded in 1:3:6 concrete block, having excellent smooth finish as per IS: 6523 with reinforcement of 3 Nos, 6 mm dia main bars tied with 3 ram M.S stirrups placed @ 200 mm C/C and 6 numbers high strength polymer blocks of required size for fixing hinges including providing 6 no specially designed M.S. galvanised sleeves for accomodating 6 mm dia fully threaded bolts for fixing hold fast on vertical members, providing suitable arrangement for recieving sliding door bolts and tower bolt etc. all complete, as per the direction of Engineer-in-charge. The frame shall be measured in running metre correct to two places of decimal. | 1 | metre | 736.66 | 5.47.2 | SR |
| 5 | MASONRY WORK | 6 | ||||
| 5.01 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4(1 cement :4 coarse sand) | 1 | cum | 7171.64 | 6.1.1 | SR |
| 5.02 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in cement mortar 1:4 (1 cement : 4 coarse sand) | 1 | cum | 6329.27 | 6.2.1 | SR |
| 5.03 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in cement mortar 1:4 (1 cement : 4 coarse sand) | 1 | cum | 9092.05 | 6.4.1 | SR |
| 5.04 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in cement mortar 1:4(1 cement :4 coarse sand) | 1 | sqm | 880.61 | 6.12.2 | SR |
| 5.05 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:4(1 cement :4 coarse sand) | 1 | sqm | 1093.46 | 6.13.2 | SR |
| 5.06 | Providing and laying Autoclaved Aerated Concrete (AAC) blocks masonry 100 mm / 125mm thick with Grade 1 AAC blocks of density 551 to 650 kg/cum conforming to IS: 2185 (Part 3) in super structure above plinth level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand). The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work. | 1 | cum | 9920.17 | 6.38 | SR |
| 5.07 | Providing and laying Autoclaved Aerated concrete (AAC) blocks masonry 150mm/230mm/300 mm thick AAC with Grade-1 blocks of density 551-650 kg/cum conforming to IS:2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately). | 1 | cum | 8108.64 | 6.47 | SR |
| 5.08 | Laterite masonry for foundation and basement upto plinth level including all cost of materials, labour charges etc. with neatly dressed laterite stone of size 35x20x20cm or nearest size, in cement mortar 1:6 (1 cement : 6 coarse sand) | 1 | cum | 8284.17 | 6.500.1.1 | MR |
| 5.09 | Laterite masonry for foundation and basement upto plinth level including all cost of materials, labour charges etc. with available dismantled laterite stone, in cement mortar 1:6 (1 cement : 6 coarse sand) | 1 | cum | 3381.22 | 6.500.2.1 | MR |
| 5.10 | Brick work with available brick in foundation and plinth in cement mortar 1:6 (1 cement : 6 coarse sand) | 1 | cum | 3091.61 | 6.501.1 | DR |
| 5.11 | Laterite masonry with neatly dressed laterite stone of size 35x20x20cm or nearest size for superstructure above plinth level up to floor two level including all cost of materials, labour charges etc. in cement mortar 1:6 (1 cement : 6 coarse sand) | 1 | cum | 10262.18 | 6.502.1 | MR |
| 5.12 | Providing and laying factory made precast cement concrete solid blocks of grade M10 from approved manufacturer: For foundation, basement and plinth upto plinth level including all cost of materials, labour charges etc.using blocks of 200mm thickness, in cement mortar 1:6 (1 cement : 6 coarse sand) | 1 | cum | 8153.45 | 6.505.1.1 | MR |
| 5.13 | Providing and laying factory made precast cement concrete solid blocks of grade M10 from approved manufacturer: For foundation, basement and plinth upto plinth level including all cost of materials, labour charges etc.using blocks of 200mm thickness, in cement mortar 1:4 (1 cement : 4 coarse sand) | 1 | cum | 8277.80 | 6.505.1.2 | MR |
| 5.14 | Providing and laying factory made precast cement concrete solid blocks of grade M10 from approved manufacturer: For foundation, basement and plinth upto plinth level including all cost of materials, labour charges etc. using blocks of 150mm thickness, in cement mortar 1:6 (1 cement : 6 coarse sand) | 1 | cum | 7945.00 | 6.505.1.3 | MR |
| 5.15 | Providing and laying factory made precast cement concrete solid blocks of grade M10 from approved manufacturer: For foundation, basement and plinth upto plinth level including all cost of materials, labour charges etc. using blocks of 150mm thickness, in cement mortar 1:4 (1 cement : 4 coarse sand) | 1 | cum | 8076.80 | 6.505.1.4 | MR |
| 5.16 | Providing and laying factory made precast cement concrete solid blocks of grade M10 from approved manufacturer: For foundation, basement and plinth upto plinth level including all cost of materials, labour charges etc. using blocks of 100mm thickness, in cement mortar 1:6 (1 cement : 6 coarse sand) | 1 | sqm | 1017.25 | 6.505.1.5 | MR |
| 5.17 | Providing and laying factory made precast cement concrete solid blocks of grade M10 from approved manufacturer: For foundation, basement and plinth upto plinth level including all cost of materials, labour charges etc. using blocks of 100mm thickness, in cement mortar 1:4 (1 cement : 4 coarse sand) | 1 | sqm | 1033.15 | 6.505.1.6 | MR |
| 5.18 | Providing and laying factory made precast cement concrete solid blocks of grade M10 from approved manufacturer: For superstructure above plinth level up to floor two level, including all cost of materials, labour charges etc. using blocks of 200mm thickness, in cement mortar 1:6 (1 cement : 6 coarse sand) | 1 | cum | 9393.35 | 6.505.2.1 | MR |
| 5.19 | Providing and laying factory made precast cement concrete solid blocks of grade M10 from approved manufacturer: For superstructure above plinth level up to floor two level, including all cost of materials, labour charges etc. using blocks of 200mm thickness, in cement mortar 1:4 (1 cement : 4 coarse sand) | 1 | cum | 9517.70 | 6.505.2.2 | MR |
| 5.20 | Providing and laying factory made precast cement concrete solid blocks of grade M10 from approved manufacturer: For superstructure above plinth level up to floor two level, including all cost of materials, labour charges etc. using blocks of 150mm thickness, in cement mortar 1:6 (1 cement : 6 coarse sand) | 1 | cum | 9184.95 | 6.505.2.3 | MR |
| 5.21 | Providing and laying factory made precast cement concrete solid blocks of grade M10 from approved manufacturer: For superstructure above plinth level up to floor two level, including all cost of materials, labour charges etc. using blocks of 150mm thickness, in cement mortar 1:4 (1 cement : 4 coarse sand) | 1 | cum | 9316.70 | 6.505.2.4 | MR |
| 5.22 | Providing and laying factory made precast cement concrete solid blocks of grade M10 from approved manufacturer: For superstructure above plinth level up to floor two level, including all cost of materials, labour charges etc. using blocks of 100mm thickness, in cement mortar 1:6 (1 cement : 6 coarse sand) | 1 | sqm | 1098.65 | 6.505.2.5 | MR |
| 5.23 | Providing and laying factory made precast cement concrete solid blocks of grade M10 from approved manufacturer: For superstructure above plinth level up to floor two level, including all cost of materials, labour charges etc. using blocks of 100mm thickness, in cement mortar 1:4 (1 cement : 4 coarse sand) | 1 | sqm | 1114.55 | 6.505.2.6 | MR |
| 5.24 | Providing and laying factory made precast cement concrete solid blocks of grade M10 from approved manufacturer: For superstructure above plinth level up to floor five level, including all cost of materials, labour charges etc. using blocks of 200mm thickness, in cement mortar 1:6 (1 cement : 6 coarse sand) | 1 | cum | 10544.60 | 6.505.3.1 | MR |
| 5.25 | Providing and laying factory made precast cement concrete solid blocks of grade M10 from approved manufacturer: For superstructure above plinth level up to floor five level, including all cost of materials, labour charges etc. using blocks of 200mm thickness, in cement mortar 1:4 (1 cement : 4 coarse sand) | 1 | cum | 10668.95 | 6.505.3.2 | MR |
| 5.26 | Providing and laying factory made precast cement concrete solid blocks of grade M10 from approved manufacturer: For superstructure above plinth level up to floor five level, including all cost of materials, labour charges etc. using blocks of 150mm thickness, in cement mortar 1:6 (1 cement : 6 coarse sand) | 1 | cum | 10336.20 | 6.505.3.3 | MR |
| 5.27 | Providing and laying factory made precast cement concrete solid blocks of grade M10 from approved manufacturer: For superstructure above plinth level up to floor five level, including all cost of materials, labour charges etc. using blocks of 150mm thickness, in cement mortar 1:4 (1 cement : 4 coarse sand) | 1 | cum | 10467.95 | 6.505.3.4 | MR |
| 5.28 | Providing and laying factory made precast cement concrete solid blocks of grade M10 from approved manufacturer: For superstructure above plinth level up to floor five level, including all cost of materials, labour charges etc. using blocks of 100mm thickness, in cement mortar 1:6 (1 cement : 6 coarse sand) | 1 | sqm | 1213.80 | 6.505.3.5 | MR |
| 5.29 | Providing and laying factory made precast cement concrete solid blocks of grade M10 from approved manufacturer: For superstructure above plinth level up to floor five level, including all cost of materials, labour charges etc. using blocks of 100mm thickness, in cement mortar 1:4 (1 cement : 4 coarse sand) | 1 | sqm | 1229.70 | 6.505.3.6 | MR |
| 6 | STONE WORK | 7 | ||||
| 6.01 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with cement mortar 1:6 (1 cement : 6 coarse sand) | 1 | cum | 7113.85 | 7.1.1 | SR |
| 6.02 | Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level with cement mortar 1:6 (1 cement : 6 coarse sand), including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like. | 1 | cum | 9025.01 | 7.2.1 | SR |
| 6.03 | Dry rubble masonry in foundation and plinth including levelling up upto plinth level with blasted hard stone | 1 | cum | 3433.57 | 7.501.1 | DR |
| 6.04 | Dry rubble masonry in foundation and plinth including levelling up upto plinth level with departmental stone (dismantled stone) | 1 | cum | 1616.79 | 7.501.2 | DR |
| 6.05 | Random rubble masonry with available dismantled hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with cement mortar 1:6 (1 cement : 6 coarse sand) | 1 | cum | 4899.06 | 7.502 | DR |
| 7 | CLADDING WORK | 8 | ||||
| 7.01 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut granite stone slab for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels. Granite stone slab of area upto 0.50 sqm and of colour black, Cherry/Ruby red | 1 | sqm | 5267.34 | 8.2.2.1 | SR |
| 7.02 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut granite stone slab for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels. Granite stone slab of area over 0.50 sqm and of colour black, Cherry/Ruby red | 1 | sqm | 4997.62 | 8.2.2.2 | SR |
| 7.03 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut granite stone slab for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels. Granite stone slab of area upto 0.50 sqm and all colour and texture except black, Cherry/Ruby red | 1 | sqm | 4058.09 | 8.2.3.1 | SR |
| 7.04 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut granite stone slab for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels. Granite stone slab of area over 0.50 sqm and all colour and texture except black, Cherry/Ruby red | 1 | sqm | 3744.79 | 8.2.3.2 | SR |
| 7.05 | Providing edge moulding to 18 mm thick marble stone counters, vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. | 1 | metre | 290.54 | 8.3.1 | SR |
| 7.06 | Providing edge moulding to 18 mm thick granite stone counters, vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. | 1 | metre | 497.15 | 8.3.2 | SR |
| 7.07 | Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. | 1 | each | 952.28 | 8.5 | SR |
| 7.08 | Mirror polishing on marble work/Granite work/stone work where ever required to give high gloss finish complete. | 1 | sqm | 493.02 | 8.6 | SR |
| 7.09 | Providing and fixing wedge expansion type hold fasteners on C.C./R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc. complete. Fastener with threaded dia 6 mm | 1 | each | 35.76 | 8.8.1.1 | SR |
| 7.10 | Providing and fixing wedge expansion type hold fasteners on C.C./R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc. complete. Fastener with threaded dia 10 mm | 1 | each | 38.92 | 8.8.1.2 | SR |
| 7.11 | Providing and fixing wedge expansion type hold fasteners on C.C./R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc. complete. Fastener with threaded dia 12 mm | 1 | each | 60.03 | 8.8.1.3 | SR |
| 7.12 | Providing and fixing 75 mm high, 50 mm deep and 18 mm thick White Agaria Marble Stone slab table rubbed, edges rounded and polished, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth. | 1 | sqm | 3405.94 | 8.10.1 | SR |
| 7.13 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. | 1 | sqm | 1233.72 | 8.31 | SR |
| 7.14 | Providing and laying Vitrified wall tiles with diferent sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately). Glazed vitrified tile polished finish of Size of tile 600x600 mm | 1 | sqm | 1640.92 | 8.500.1 | DR |
| 7.15 | Providing and laying Vitrified wall tiles with diferent sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately). Glazed Vitrified tiles Matt/Antiskid finish of size 600 x 600 mm | 1 | sqm | 1604.04 | 8.500.2 | DR |
| 7.16 | Providing and Fixing Armstrong or equivalent Channelled Woodworks perforated panels of width 192mm, thickness of 15mm and length 2400 mm, made of a Moisture resistant fibre board substrate with a laminated facing as per the approved shade (Portland Maple, Sea Beech, Siam Wood & Mystique Walnut, Interior White, Alumina Pearl) and a melamine balancing layer on the reverse side. The boards shall have a special perforation pattern where the reverse surface has a "Helmholtz" fluted perforation with consecutive 3mm wide groove followed by 21mm of visible pane. The edges of the panel shall be "tongue-and-grooved" to fix special clips for installation and seamless visual. The back of the perforated panel shall have sound absorbing non-woven Soundtex acoustical fleece hot pressed to achieve NRC of 0.5. (Average value of Absorption Co-efficient readings taken at 250 Hz, 500 Hz, 1000 Hz and 2000 Hz) as per ASTM C423 and Humidity Resistance (RH) of 70% with camber limit less than 1mm/1000mm and bow less than 1mm/300mm. The panels shall be mounted on special aluminium splines (keel) using inside clips provided by Armstrong and approved by the Architect/ Engineer-in-Charge. | 1 | sqm | 16434.65 | 8.501 | MR |
| 8 | WOOD AND P. V. C. WORK | 9 | ||||
| 8.01 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately) with Second class teak wood | 1 | cum | 139090.06 | 9.1.1 | SR |
| 8.02 | Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge (Note: Butt hinges and necessary screws shall be paid separately) with Second class teak wood of 30 mm thick shutters | 1 | sqm | 3646.12 | 9.5.1.2 | SR |
| 8.03 | Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled ur panelled and glazed shutters 25 mm to 40 mm thick using Second class teak wood | 1 | sqm | 3233.47 | 9.7.1 | SR |
| 8.04 | Providing and fixing panelling for panelled or panelled and glazed shutters of 25 mm to 40 mm thickness for doors, windows and clerestory windows using pre-laminated particle board 12mm thick with decorative lamination on one side and balancing lamination on other side, Grade I, Type II IS: 12823 marked (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured) | 1 | sqm | 2024.86 | 9.7.5.3 | SR |
| 8.05 | Providing and fixing panelling for panelled or panelled and glazed shutters of 25 mm to 40 mm thickness for doors, windows and clerestory windows using pre-laminated particle board 12mm thick with decorative lamination on both sides, Grade I, Type II, IS:12823 marked (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured) | 1 | sqm | 1998.01 | 9.7.5.4 | SR |
| 8.06 | Providing and fixing glazing for panelled or panelled and glazed shutters of 25 mm to 40 mm thickness for doors, windows and clerestory windows using 4 mm thick float glass panes (weight not less than 10kg/sqm) (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured) | 1 | sqm | 2181.27 | 9.7.7.1 | SR |
| 8.07 | Providing and fixing panelling for panelled or panelled and glazed shutters of 25 mm to 40 mm thickness for doors, windows and clerestory windows using fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4mm wide aperture with matching wood beading (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured) | 1 | sqm | 1751.84 | 9.7.8 | SR |
| 8.08 | Extra for providing frosted glass panes 4 mm thick (weight not less than 10 kg per sqm) instead of ordinary float glass panes 4 mm thick (weight not less than 10 kg per sqm) in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured). | 1 | sqm | 171.64 | 9.12 | SR |
| 8.09 | Deduct for providing pin headed glass panes instead of ordinary float glass panes of 4 mm thick (weight not less than 10 kg per sqm) in doors, windows and clerestory windows shutters (Area of opening for glass panes excluding portion inside rebate shall be measured). | 1 | sqm | 71.95 | 9.13 | SR |
| 8.10 | Providing and fixing ISI marked flush door shutters 30 mm thick conforming to IS:2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters, including ISI marked Stainless Steel butt hinges with necessary screws | 1 | sqm | 3082.42 | 9.20.2 | SR |
| 8.11 | Providing and fixing ISI marked flush door shutters 30 mm thick conforming to IS:2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters, including ISI marked Stainless Steel butt hinges with necessary screws | 1 | sqm | 2113.45 | 9.21.2 | SR |
| 8.12 | Extra for Providing and fixing flush doors with decorative veneering on one side only instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I) | 1 | sqm | 465.09 | 9.22.1 | SR |
| 8.13 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). | 1 | sqm | 449.87 | 9.23 | SR |
| 8.14 | Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured). | 1 | sqm | 103.82 | 9.26 | SR |
| 8.15 | Providing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. and fixing to steel windows by welding, including priming coat with approved steel primer, all complete. | 1 | kg | 213.18 | 9.48.1 | SR |
| 8.16 | Providing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc., and fixing to openings/wooden frames with rawl plugs, screws etc., including priming coat with approved steel primer, all complete. | 1 | kg | 231.91 | 9.48.2 | SR |
| 8.17 | Providing fly proof galvanized M.S. wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm and fixing to windows and clerestory windows using 12 mm mild steel U beading, all complete. | 1 | sqm | 913.84 | 9.51.2 | SR |
| 8.18 | Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). | 1 | each | 222.67 | 9.53 | SR |
| 8.19 | Providing and fixing ISI marked IS:1341 M.S. pressed butt hinges bright finished with necessary screws etc. complete : 125x65x2.12 mm | 1 | each | 51.57 | 9.55.1 | SR |
| 8.20 | Providing and fixing ISI marked IS:1341 M.S. pressed butt hinges bright finished with necessary screws etc. complete : 100x58x1.90 mm | 1 | each | 43.79 | 9.55.2 | SR |
| 8.21 | Providing and fixing ISI marked IS:1341 M.S. pressed butt hinges bright finished with necessary screws etc. complete : 75x47x1.70 mm | 1 | each | 38.24 | 9.55.3 | SR |
| 8.22 | Providing and fixing ISI marked IS:1341 M.S. pressed butt hinges bright finished with necessary screws etc. complete : 50x37x1.50 mm | 1 | each | 18.34 | 9.55.4 | SR |
| 8.23 | Providing and fixing ISI marked, IS:1341, M.S. heavy weight bright finished butt hinges with necessary screws etc. complete : 125x90x4.00 mm | 1 | each | 69.33 | 9.56.1 | SR |
| 8.24 | Providing and fixing ISI marked, IS:1341, M.S. heavy weight bright finished butt hinges with necessary screws etc. complete : 100x75x3.50 mm | 1 | each | 60.37 | 9.56.2 | SR |
| 8.25 | Providing and fixing ISI marked, IS:1341, M.S. heavy weight bright finished butt hinges with necessary screws etc. complete :75x60x3.10 mm | 1 | each | 46.85 | 9.56.3 | SR |
| 8.26 | Providing and fixing ISI marked, IS:1341, M.S. heavy weight bright finished butt hinges with necessary screws etc. complete : 50x40x2.50 mm | 1 | each | 26.76 | 9.56.4 | SR |
| 8.27 | Providing and fixing IS:12817 marked stainless steel butt hinges with stainless steel screws etc. complete : 125x64x1.90 mm | 1 | each | 115.01 | 9.70.1 | SR |
| 8.28 | Providing and fixing IS:12817 marked stainless steel butt hinges with stainless steel screws etc. complete : 100X58X1.90 mm | 1 | each | 104.21 | 9.70.2 | SR |
| 8.29 | Providing and fixing IS:12817 marked stainless steel butt hinges with stainless steel screws etc. complete : 75x47x1.80 mm | 1 | each | 77.89 | 9.70.3 | SR |
| 8.30 | Providing and fixing IS:12817 marked stainless steel butt hinges with stainless steel screws etc. complete : 50x37x1.50 mm | 1 | each | 42.57 | 9.70.4 | SR |
| 8.31 | Providing and fixing IS:12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete : 125x64x2.50 mm | 1 | each | 126.34 | 9.71.1 | SR |
| 8.32 | Providing and fixing IS:12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete : 100x60x2.50 mm | 1 | each | 103.48 | 9.71.2 | SR |
| 8.33 | Providing and fixing IS:12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete : 75x50x2.50 mm | 1 | each | 86.89 | 9.71.3 | SR |
| 8.34 | Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. | 1 | each | 831.57 | 9.76 | SR |
| 8.35 | Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. | 1 | each | 971.39 | 9.88 | SR |
| 8.36 | Providing and fixing special quality bright finished brass cupboard or wardrobe locks with four levers of approved quality including necessary screws etc. complete. 40 mm | 1 | each | 302.80 | 9.79.1 | SR |
| 8.37 | Providing and fixing special quality bright finished brass cupboard or wardrobe locks with four levers of approved quality including necessary screws etc. complete. 50 mm | 1 | each | 347.12 | 9.79.2 | SR |
| 8.38 | Providing and fixing special quality bright finished brass cupboard or wardrobe locks with four levers of approved quality including necessary screws etc. complete. 65 mm | 1 | each | 352.62 | 9.79.3 | SR |
| 8.39 | Providing and fixing special quality bright finished brass cupboard or wardrobe locks with four levers of approved quality including necessary screws etc. complete. 75 mm | 1 | each | 376.16 | 9.79.4 | SR |
| 8.40 | Providing and fixing 50 mm bright finished brass cup board or wardrobe knob of approved quality with necessary screws. | 1 | each | 72.25 | 9.8 | SR |
| 8.41 | Providing and fixing bright finished brass handles with screws etc. complete: 125 mm | 1 | each | 249.72 | 9.81.1 | SR |
| 8.42 | Providing and fixing bright finished brass handles with screws etc. complete: 100 mm | 1 | each | 228.36 | 9.81.2 | SR |
| 8.43 | Providing and fixing bright finished brass handles with screws etc. complete: 75 mm | 1 | each | 179.96 | 9.81.3 | SR |
| 8.44 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | 1 | each | 118.37 | 9.82 | SR |
| 8.45 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. | 1 | each | 1094.48 | 9.83 | SR |
| 8.46 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight from 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. | 1 | each | 956.60 | 9.84 | SR |
| 8.47 | Providing and fixing bright finished brass hasp and staple (safety type) with necessary screws etc. complete : 150 mm | 1 | each | 135.34 | 9.87.1 | SR |
| 8.48 | Providing and fixing bright finished brass hasp and staple (safety type) with necessary screws etc. complete : 90 mm | 1 | each | 108.05 | 9.87.3 | SR |
| 8.49 | Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 300x16 mm | 1 | each | 295.06 | 9.96.1 | SR |
| 8.50 | Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete :250x16 mm | 1 | each | 253.56 | 9.96.2 | SR |
| 8.51 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 300x10 mm | 1 | each | 126.59 | 9.97.1 | SR |
| 8.52 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 250x10 mm | 1 | each | 112.04 | 9.97.2 | SR |
| 8.53 | Providing and fixing 125 mm aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete | 1 | each | 64.46 | 9.100.1 | SR |
| 8.54 | Providing and fixing aluminium hanging floor single rubber door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. | 1 | each | 38.53 | 9.101.1 | SR |
| 8.55 | Providing and fixing aluminium casement stays, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. | 1 | each | 69.57 | 9.102 | SR |
| 8.56 | Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles of approved quality with necessary screws etc. complete. | 1 | each | 845.49 | 9.103 | SR |
| 8.57 | Providing and fixing powder coated telescopic drawer channels 300 mm long with necessary screws etc. complete as per directions of Engineer- in-charge. | 1 | one set | 403.02 | 9.115 | SR |
| 8.58 | Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension of 48x40 mm (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be jointed with galvanized brackets and stainless steel screws, joints mitred and plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19x19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer-in-charge | 1 | metre | 262.90 | 9.117.1 | SR |
| 8.59 | Providing and fixing 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides to existing door frames. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter). | 1 | sqm | 2889.08 | 9.118.1 | SR |
| 8.60 | Providing and fixing 12 mm thick panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick. Marine plywood conforming to IS: 710 | 1 | sqm | |||
| 8.61 | Providing and fixing cup board shutters 25 mm thick, with Pre-laminated flat pressed three layer particle board or graded wood particle board IS: 12823 marked, exterior grade (Grade l Type ll), having one side decorative lamination and other side balancing lamination, including IInd class teak wood lipping of 25 mm wide x12 mm thick with necessary screws and bright finished stainless steel piano hinges, complete as per direction of the Engineer-in-Charge | 1 | sqm | 2245.05 | 9.129 | SR |
| 8.62 | Providing and fixing cup board shutters with 25 mm thick veneered particle board with decorative veneering on one side and commercial veneering on other side, IS:3097 marked, exterior grade (Grade I), of approved make, including IInd class teak wood lipping of 25 mm wide x 12 mm thick with necessary screws and bright finished stainless steel piano hinges, complete as per direction of Engineer-in-Charge. | 1 | sqm | 1875.46 | 9.130.1 | SR |
| 8.63 | Providing and fixing bright/matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. 125 mm | 1 | each | 115.98 | 9.165.1 | SR |
| 8.64 | Providing and fixing bright/matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. 100mm | 1 | each | 88.01 | 9.165.2 | SR |
| 8.65 | Providing and fixing 18mm thick both sides Pre-laminated cement bonded wood particle board as per IS : 15786:2008 of approved brand and shade with suitable full threaded steel screws etc. in partitions, boxes, shelves, racks and cupboard, kitchen cabinet under kitchen counter etc. all complete as per direction of Engineer-in-charge (Note: Fittings to be paid separately). | 1 | sqm | 1325.52 | 9.166.1 | SR |
| 8.66 | Providing and fixing 6mm thick both sides Pre-laminated cement bonded wood particle board as per IS : 15786:2008 of approved brand and shade with suitable full threaded steel screws etc. on the backing of racks, drawer, cupboard, kitchen cabinet under kitchen counter etc. all complete as per direction of Engineer- in-charge. | 1 | sqm | 983.31 | 9.167 | SR |
| 8.67 | Providing and fixing cupboard shutter with 19mm thick one side decorative and other side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand including 2mm thick PVC edge banding tape with hot glue by edge bending machine etc. with auto closing spring loaded hinges (hydraulic type) etc. complete as per direction of Engineer- in-charge.(Payment of providing and fixing auto closing hinges shall be paid separately) | 1 | sqm | 2752.86 | 9.168 | SR |
| 8.68 | Providing and fixing 19mm thick both side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand boxes, shelves, racks, almirah, cupboard and drawer etc. including necessary nails, screws, etc., complete as per direction of Engineer-in-charge. | 1 | sqm | 2523.13 | 9.169 | SR |
| 8.69 | Providing and fixing stainless steel fancy handle (200 mm size) of approved make fixed with SS screws etc. complete as per direction of Engineer-in-charge. | 1 | each | 181.61 | 9.170.1 | SR |
| 8.70 | Providing and fixing stainless steel soft closing spring hinges at 0 degree hinges (hydraulic type) of approved make/brand to cupboard shutters with full threaded steel screws including making necessary recess in board and finished etc. complete as per direction of Engineer-in-charge. | 1 | each | 264.66 | 9.171 | SR |
| 8.71 | Providing and fixing stainless steel soft closing heavy type telescopic drawer channels of approved make 500 mm long with screws etc. complete as per directions of Engineer- in-charge. | 1 | one set | 861.20 | 9.172 | SR |
| 8.72 | Providing and fixing ready made 304 grade stainless steel Modular kitchen basket and accessories such as right angle basket (Plain Cup & Saucer, plant, Partition, Bottle rack, Thali, Cutlery) kitchen utensil basket, Dinner set basket, kitchen grain basket, Multipurpose basket as per site requirement including finishing (wherever required) and fittings. The same shall be fixed with necessary stainless steel nuts & bolts, Stainless Steel screws & telescopic channel etc. as per direction of Engineer-in-charge. (For payment purpose only weight of Stainless steel basket shall be considered excluding weight of all fixing accessories such as nuts, bolts, fasteners telescopic basket channels etc. Payment of providing and fixing telescopic channel shall be paid separately) | 1 | kg | 518.85 | 9.173 | SR |
| 8.73 | Providing and fixing 2mm thick 16 to 19mm wide PVC edge binding tape of approved quality for cupboard/wardrobe shutters including necessary synthetic resin hot pressed to edges on binding machine etc. complete as per directions of Engineer- in-charge. | 1 | metre | 42.62 | 9.174 | SR |
| 8.74 | Providing and fixing Zebra blinds curtain of preferred colour, including cost and conveyance complete, as per instruction of Engineer-in-charge. | 1 | sqm | 1317.07 | 9.1352 | MR |
| 8.75 | Providing and fixing bright finished Stainless Steel Aldrop (Sliding door bolt) (250x16x5 mm size) with necessary screws etc. complete. | 1 | each | 209.68 | 9.1344.1 | MR |
| 9 | STEEL WORK | 10 | ||||
| 9.01 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 1 | kg | 130.09 | 10.2 | SR |
| 9.02 | Steel work in built up tubular (Electric resistance or induction butt welded, round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. | 1 | kg | 189.15 | 10.16.3 | SR |
| 9.03 | Steel work in built up tubular (hot-dip galvanized (Tata Structura or equivalent) round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. | 1 | kg | 243.83 | 10.16.50 | MR |
| 9.04 | Steel work in built up tubular (hot-dip galvanized (Tata Structura or equivalent) round, square or rectangular hollow tubes etc.) for curved trusses (Arch, Parabolic, etc.), including uniformly machine bending the section to required curves, cutting, hoisting, lifting with mechanical cranes etc, and fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. | 1 | kg | 236.20 | 10.500.1 | MR |
| 9.05 | Welding by gas or electric plant including transportation of plant at site etc. complete. | 1 | cm | 3.60 | 10.22 | SR |
| 9.06 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required, in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. | 1 | kg | 167.94 | 10.25.2 | SR |
| 9.07 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, using E.R.W. tubes, including applying priming coat of approved steel primer. | 1 | kg | 200.19 | 10.26.2 | SR |
| 9.08 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, using G.I. pipes, including applying priming coat of approved steel primer. | 1 | kg | 197.57 | 10.26.3 | SR |
| 9.09 | Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) | 1 | kg | 751.55 | 10.28 | SR |
| 9.10 | Providing & fixing Stainless steel (grade 304) fly proof wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. | 1 | sqm | 1102.94 | 10.29.2 | SR |
| 9.11 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. | 1 | kg | 126.98 | 10.31 | SR |
| 10 | FLOORING | 11 | ||||
| 10.01 | 40 mm thick cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. | 1 | sqm | 597.62 | 11.3.1 | SR |
| 10.02 | 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. | 1 | sqm | 952.03 | 11.4 | SR |
| 10.03 | Cement plaster skirting 18 mm thick up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. | 1 | sqm | 644.17 | 11.6.1 | SR |
| 10.04 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | 1 | cum | 8363.08 | 11.7 | SR |
| 10.05 | Chequered precast cement concrete tiles 22 mm thick, made using ordinary cement mixed with dark shade pigment, in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand) | 1 | sqm | 1089.27 | 11.20.3 | SR |
| 10.06 | Polished 8 mm thick Raj Nagar marble tiles work in skirting, risers of steps and dado up to 2 m height over 12 mm thick bed of cement mortar 1:3 (1 cement :3 coarse sand) and jointed with grey cement slurry @ 3.3 kg/sqm, including pointing in white cement mixed with pigment of matching shade complete. | 1 | sqm | 1435.52 | 11.22.1.1 | SR |
| 10.07 | Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with : Makrana white second quality | 1 | sqm | 3636.54 | 11.23.1 | SR |
| 10.08 | Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with : Raj Nagar plain | 1 | sqm | 2283.44 | 11.23.2 | SR |
| 10.09 | Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with : Agaria White | 1 | sqm | 3079.35 | 11.23.3 | SR |
| 10.10 | Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with : Udaipur green marble | 1 | sqm | 2363.03 | 11.23.5 | SR |
| 10.11 | Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with : Pink plain marble | 1 | sqm | 2442.62 | 11.23.6 | SR |
| 10.12 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. | 1 | sqm | 1066.94 | 11.37 | SR |
| 10.13 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sq.m including pointing the joints with white cement and matching pigments etc., complete. | 1 | sqm | 1279.79 | 11.38 | SR |
| 10.14 | Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. | 1 | sqm | 1082.66 | 11.37A | SR |
| 10.15 | Providing and laying vitrified floor tiles of size 600x600 mm (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. | 1 | sqm | 1511.51 | 11.41.2 | SR |
| 10.16 | Providing and laying Vitrified tiles of size 600x600 mm in floor (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately). | 1 | sqm | 1678.77 | 11.49.2 | SR |
| 10.17 | Providing and laying Vitrified tiles of size 600x600 mm (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. | 1 | sqm | 1579.23 | 11.46.2 | SR |
| 10.18 | Providing and laying Vitrified tiles of size 600x600 mm (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shade, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately) | 1 | sqm | 1842.76 | 11.47.2 | SR |
| 10.19 | Providing and laying Double charge vitrified floor tiles polished finish of size 600 x 600 mm in floor (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only. Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. | 1 | sqm | 1414.40 | 11.41A.1.1 | SR |
| 10.20 | Providing and laying Glazed vitrified floor tiles polished finish of size 600 x 600 mm in floor (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only. Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. | 1 | sqm | 1462.18 | 11.41A.2.1 | SR |
| 10.21 | Providing and laying Glazed vitrified floor tiles Matt/Antiskid finish of size 600 x 600 mm in floor (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only. Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. | 1 | sqm | 1425.30 | 11.41A.3.1 | SR |
| 10.22 | Deduct for not using 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) bedding in laying of floor tiles and jointing with grey cement slurry @ 3.3 kg/ sqm. | 1 | sqm | 827.15 | 11.42 | SR |
| 10.23 | Fixing glazed/Ceramic/Vitrified floor tiles with cement based high polymer modified quick-set tile adhesive (Water based) conforming to IS: 15477, in average 3mm thickness. | 1 | sqm | 732.91 | 11.43 | SR |
| 10.24 | Grouting the joints of 600x600 mm sized flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge. | 1 | sqm | 300.71 | 11.48.2 | SR |
| 10.25 | Deduct for not grouting the joints with white cement and matching pigment in the items of fixing of vitrified tiles. | 1 | sqm | 12.94 | 11.5 | SR |
| 10.26 | Providing and laying Polished Granite stone slab flooring of colour Black, Cherry/Ruby Red or equivalent in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. | 1 | sqm | 4360.30 | 11.56.1 | SR |
| 10.27 | Providing and laying Polished Granite stone slab flooring of all colour and texture, except Black, Cherry/Ruby Red, in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. | 1 | sqm | 2988.13 | 11.56.2 | SR |
| 10.28 | Providing and laying good quality floor carpet with quick-set adhesive including cost and conveyance of all materials and labour charges etc. complete. Synthetic floor carpet of 4mm or nearest thickness | 1 | sqm | 719.97 | 11.505.1 | MR |
| 11 | ROOFING | 12 | ||||
| 11.01 | Providing and fixing on wall face single socketed unplasticised Rigid PVC rain water pipes of 110 mm diameter conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion | 1 | metre | 367.21 | 12.41.2 | SR |
| 11.02 | Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion. 110 mm Coupler | 1 | each | 132.47 | 12.42.1.2 | SR |
| 11.03 | Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion. 110 mm Single pushfit Coupler | 1 | each | 124.15 | 12.42.2.2 | SR |
| 11.04 | Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion. 110x110x110 mm Single tee with door | 1 | each | 227.83 | 12.42.3.2 | SR |
| 11.05 | Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion. 110x110x110 mm Single tee without door | 1 | each | 215.37 | 12.42.4.2 | SR |
| 11.06 | Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion. 110 mm Bend 87.5° | 1 | each | 146.29 | 12.42.5.2 | SR |
| 11.07 | Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion. 110 mm Shoe (Plain) | 1 | each | 128.29 | 12.42.6.2 | SR |
| 11.08 | Providing and fixing 110 mm dia unplasticised PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement: 4 coarse sand) and making good the wall etc. complete. | 1 | each | 361.27 | 12.43.2 | SR |
| 11.09 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. | 1 | each | 53.22 | 12.44 | SR |
| 11.10 | Providing and fixing false ceiling at all heights including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25 mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, difusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with : 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | 1 | sqm | 1319.19 | 12.45.1 | SR |
| 11.11 | Providing and fixing false ceiling at all heights including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25 mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, difusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with : 12.5 mm thick tapered edge gypsum moisture resistant board | 1 | sqm | 1487.81 | 12.45.3 | SR |
| 11.12 | Providing and fixing to the inlet mouth of rain water pipe PTMT (an Engineering Thermoplastic) grating square (Slit) 150 mm square with a height of 8 mm and weighing not less than 100 gms. | 1 | each | 82.27 | 12.46 | SR |
| 11.13 | Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately). | 1 | sqm | 421.75 | 12.48 | SR |
| 11.14 | Providing & laying on roof pressed clay tile ridge (Mangalore tile) of 20mm thickness and of approved pattern on steel frame work complete (steel frame work to be paid separately). | 1 | sqm | 94.28 | 12.49 | SR |
| 11.15 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | 1 | sqm | 718.71 | 12.5 | SR |
| 11.16 | Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) with Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws cmplete: Ridges plain (500 - 600mm) | 1 | metre | 517.98 | 12.51.1 | SR |
| 11.17 | Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) with Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws cmplete: Flashings/ Aprons.( Upto 600 mm) | 1 | metre | 472.49 | 12.51.2 | SR |
| 11.18 | Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) with Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws cmplete: Barge board (Upto 300 mm) | 1 | metre | 439.31 | 12.51.4 | SR |
| 11.19 | Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) with Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws cmplete: Crimp curve | 1 | sqm | 483.34 | 12.51.5 | SR |
| 11.20 | Providing and fixing tiled false ceiling of 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, (made of Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit), in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main "T" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross "T" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main 'T" at 600 mm center to center to form a grid of 1200x600 mm and secondary cross "T" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main "T" runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm die and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre- painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. | 1 | sqm | 2155.34 | 12.52.3 | SR |
| 11.21 | Providing and applying two coats of High Albedo paint having minimum Solar Reflective Index (SRI) 108 (with solar reflectance & thermal emittance tested as per ASTM) C 1549 and ASTM C 1371 respectively), VOC less than 10 cc/gm. The coating thickness and the methodology of application shall strctly as per manufacturer's specifications and as approved by Engineer-in-Charge. Surface preparation includes cleaning with metal wire brush to remove all dust, fungus etc., washing with water all complete. The contractor shall give guarantee for the perfomance of SRI and also the durabitity of coating, all complete as per direction of Engineer-in-Charge. | 1 | sqm | 347.94 | 12.63 | SR |
| 11.22 | Refixing on roof the dismantled pressed clay roofing tiles (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately). | 1 | sqm | 200.24 | 12.501.1 | DR |
| 11.23 | Refixing on roof the dismantled pressed clay ridge tiles (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately). | 1 | sqm | 48.16 | 12.501.2 | DR |
| 11.24 | Providing 200mm or equivalent square type UPVC gutter with necessary clamps, bolts, nuts and specials such as nozzles, sockets, stoppers, etc., including cost and conveyance of all materials and labour charges etc., complete as per the instructions of the dept. officers | 1 | metre | 1321.24 | 12.502.1 | MR |
| 11.25 | Providing and fixing in roof with necessary self tapping screws sandwich panel Trafford roofing sheet with total thickness of 50mm with polyurethane foam of Density 36 Kg/cum plus or minus 2 Kg/cum with thermal conductivity with of less than or equal to 22 MW/MK and form tensile strength (adhesion) at 80C Greater than or equal to 80Kpa and youngs modulus at 80C greater than or equal to 2500 Kpa sandwiched between two GI sheets. The external and internal sheet shall have thickness of 0.40mm and 0.30mm respectively. The external and internal sheet shall be JSW/TATA/Bhushan/LLoyds make having a minimum 150 GSM galvalume coating pre-painted with approved colour and shade by the Engineer in charge with an SMP coating of 18 microns over epoxy coats of 7 microns | 1 | sqm | 2394.65 | 12.503 | MR |
| 11.26 | Providing and fixing false ceiling with PVC plain panel board of 7.5 mm or nearest thickness of approved quality in aluminium frame work with necessary edge/intermediate trims, clips, screws, etc. complete (aluminium framework shall be paid separately) | 1 | sqm | 1009.93 | 12.505.1 | MR |
| 11.27 | Providing and fixing false ceiling with PVC panel board of 7.5 mm or nearest thickness of approved wooden grain design & quality in aluminium frame work with necessary edge/intermediate trims, clips, screws, etc. complete (aluminium framework shall be paid separately) | 1 | sqm | 1116.52 | 12.505.2 | MR |
| 11.28 | Providing and Fixing of Armstrong or equvalent Soft Fibre Acoustical Suspended Ceiling System with Optra (Microlook) EDGE TILES WITH ARMSTRONG 15mm Exposed GRID. The tiles should have Humidity Resistance (RH) of 95 percentage, NRC 0.9 to 1.0, Light Reflectance 85percentage, Colour White, Fire Performance UK Class o Class 1 (BS 476 pt . 6 and 7) in module size of 600 x 600 x 15mm, suitable for Green Building application, with Recycled content of 66 percentage GW and 74 percentage RW 74 percentage. The tile shall be laid on Armstrong Suprafine 32 with 15 mm wide T section flanges colour white having rotary stitching on all T sections i.e. the Main Runner, 1200 mm and 600 mm Cross Tees with a web height of 32mm and a load carrying capacity of 7.00 Kgs/M2. The T Sections have a Galvanizing of 90 grams per m2. as per instruction of engineer in charge | 1 | sqm | 2336.17 | 12.507 | MR |
| 11.19 | Providing and fixing 6 mm thick multipurpose cement fiber board false ceiling tiles (High pressure steam cured, Type-B, Category-III as per IS: 14862 :2000) of approved texture of size 595x595 mm (Everest DuraCeil or equivalent) in true horizontal level, suspended on interlocking metal grid of hot dipped galvanised steel sections (galvanising @ 120 grams per sqm including both side) consisting of main "T" runner suitably spaced at joints to get required length and of size 24x38 mm made from 0.33 mm thick (minimum) sheet, spaced 1200 mm centre to centre, and cross "T" of size 24x28 mm made out of 0.33 mm (minimum) sheet, 1200 mm long spaced between main "T" at 600 mm centre to centre to form a grid of 1200x600 mm and secondary cross "T" of length 600 mm and size 24x28 mm made of 0.33 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to from grid of size 600x600 mm, resting on periphery walls/partitions on a Perimeter wall angle pre-coated steel of size 24x24X3000 mm made of 0.40 mm thick (minimum) sheet with the help of rawl plugs at 450 mm centre to centre with 25 mm long dry wall screws @ 230 mm interval and laying 6 mm thick multipurpose cement fiber board false ceiling tiles of approved texture in the grid, including, cutting/making opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc., wherever required. Main "T" runners to be suspended from ceiling using aluminium slotted cleats of size 25x35x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm G.I. adjustable rods with galvanised steel level clips of size 85x30x0.8 mm, spaced at 1200 mm centre to centre along main "T". Bottom exposed with 24 mm of all T-sections shall be pre-painted with polyster baked paint, for all heights, as per specifications, drawings and as directed by Engineer-in-Charge. Note :- Only cement fiber board false ceiling area will be measured from wall to wall. No deduction shall be made for exposed frames/opening (cut outs) having area less than 0.30 sqm. The cement fiber board ceiling tile shall be non-combustible as per B.S. 476 part IV, have 100% humidity resistance and also having thermal conductivity <0.2 W/mK. | 1 | sqm | 1239.50 | 12.507 | DR |
| 12 | FINISHING | 13 | ||||
| 12.01 | 12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand) | 1 | sqm | 337.68 | 13.1.1 | SR |
| 12.02 | 12 mm cement plaster of mix 1:4 (1 cement: 4 coarse sand) | 1 | sqm | 347.70 | 13.4.1 | SR |
| 12.03 | 12 mm cement plaster of mix 1:6 (1 cement: 6 fine sand) | 1 | sqm | 324.35 | 13.1.2 | SR |
| 12.04 | 12 mm cement plaster of mix 1:6 (1 cement: 6 coarse sand) | 1 | sqm | 334.37 | 13.4.2 | SR |
| 12.05 | 12 mm cement plaster of mix 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. | 1 | sqm | 437.41 | 13.9.1 | SR |
| 12.06 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. | 1 | per bag of 50kg cement used in the mix | 21.50 | 13.21 | SR |
| 12.07 | Extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof. | 1 | sqm | 84.75 | 13.22 | SR |
| 12.08 | Flush/ Ruled pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) | 1 | sqm | 374.99 | 13.33.1 | SR |
| 12.09 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound) content less than 50 gram/litre, of approved manufacturer, of required shade and colour, all complete, on new work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre | 1 | sqm | 180.64 | 13.41.1 | SR |
| 12.10 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound) content less than 50 gram/litre, of approved manufacturer, of required shade and colour, all complete, on old work (one or more coats) to give an even shade. | 1 | sqm | 61.01 | 13.81.1 | SR |
| 12.11 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. | 1 | sqm | 151.84 | 13.80 | SR |
| 12.12 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre | 1 | sqm | 71.95 | 13.85.3 | SR |
| 12.13 | Painting with one coat of silicon & acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces. | 1 | sqm | 98.95 | 13.51.1 | SR |
| 12.14 | Painting with two coats of silicon & acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces. | 1 | sqm | 157.33 | 13.51.2 | SR |
| 12.15 | Wall painting with one coat of acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. | 1 | sqm | 89.52 | 13.82.1 | SR |
| 12.16 | Wall painting with two coats of acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. | 1 | sqm | 133.74 | 13.82.2 | SR |
| 12.17 | Wall painting with one coat of premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound) content less than 50 grams/litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. | 1 | sqm | 92.87 | 13.83.1 | SR |
| 12.18 | Wall painting with two coats of premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound) content less than 50 grams/litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. | 1 | sqm | 138.94 | 13.83.2 | SR |
| 12.19 | Finishing walls with Acrylic Smooth exterior paint of required shade for new work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm | 1 | sqm | 156.26 | 13.46.1 | SR |
| 12.20 | Finishing walls with Acrylic Smooth exterior paint of required shade for old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface | 1 | sqm | 117.49 | 13.111.1 | SR |
| 12.21 | Finishing walls with Acrylic Smooth exterior paint of required shade for old work (One or more coat applied @ 0.90 ltr/10 sqm). | 1 | sqm | 78.47 | 13.111.2 | SR |
| 12.22 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade for new work (Two or more coats applied @ 1.43 Itr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | 1 | sqm | 166.48 | 13.47.1 | SR |
| 12.23 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade for old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface | 1 | sqm | 127.75 | 13.112.1 | SR |
| 12.24 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade for old work (one or more coats applied @0.83 Itr/10 sqm). | 1 | sqm | 86.16 | 13.112.2 | SR |
| 12.25 | Finishing walls with ready mixed 100% Premium acrylic emulsion paint (Company Depot Tinted) having VOC less than 50 gm/litre and UV resistance as per IS:15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade with silicon additives, for new work (Two or more coats applied @ 1.43 litre) 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. | 1 | sqm | 176.36 | 13.48A.1 | SR |
| 12.26 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete | 1 | sqm | 19.22 | 13.88 | SR |
| 12.27 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. | 1 | sqm | 24.47 | 13.91 | SR |
| 12.28 | Applying priming coat with ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood | 1 | sqm | 72.63 | 13.50.2 | SR |
| 12.29 | Applying priming coats with ready mixed pink or grey primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content on wood work (hard and soft wood) having VOC content less than 60grams/ litre | 1 | sqm | 68.45 | 13.85.1 | SR |
| 12.30 | Applying priming coat with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | 1 | sqm | 65.58 | 13.50.3 | SR |
| 12.31 | Applying priming coat with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat) | 1 | sqm | 35.13 | 13.50.4 | SR |
| 12.32 | Painting with two or more coats of synthetic enamel paint of approved brand and manufacture to give an even shade on new work | 1 | sqm | 151.69 | 13.61.1 | SR |
| 12.33 | Painting with two or more coats of synthetic enamel paint of approved brand and manufacture of required colour on new work, over an undercoat of suitable shade with ordinary paint of approved brand and manufacture to give an even shade. | 1 | sqm | 220.14 | 13.62.1 | SR |
| 12.34 | Painting with one or more coats of synthetic enamel paint of approved brand and manufacture of required colour to give an even shade on old work. | 1 | sqm | 100.02 | 13.99.1 | SR |
| 12.35 | Painting with two or more coats of aluminium paint of approved brand and manufacture to give an even shade on new work | 1 | sqm | 142.84 | 13.63.1 | SR |
| 12.36 | Painting with one or more coats of aluminium paint of approved brand and manufacture to give an even shade on old work | 1 | sqm | 93.41 | 13.100.1 | SR |
| 12.37 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete, on steel work | 1 | sqm | 235.22 | 13.52.1 | SR |
| 12.38 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete, on concrete work | 1 | sqm | 228.80 | 13.52.2 | SR |
| 12.39 | French spirit polishing on new works (two or more coats) including a coat of wood filler | 1 | sqm | 434.20 | 13.68.1 | SR |
| 12.40 | French spirit polishing on old works (one or more coats) including a coat of wood filler | 1 | sqm | 218.73 | 13.103.1 | SR |
| 12.41 | Polishing in high gloss/matt finish melamine clear polish on wood work in required color/wooden shade texture with following process in the sequence as detailed below: 1. The surface to be polished is rubbed with sand paper 80/ 120 no. and then with sand paper of 160/180 nos. 2. Applying two coats of sealer with spray gun and allowing sufficient drying time for 1st coat and 2nd coat is allowed to dry for 8 to 12 hrs. 3. On drying of sealer coat, wet rubbing with emery cloth of finer grading with ample water to remove excess sealer layer and make the surface further smooth after this wet rubbing, then surface is applied with special grade melamine fillers to fill all the small and big holes/grooves etc. Filler coat to be allowed to dry for 4 to 6 hrs on which again a light wet rubbing is done this surface is further allowed to dry for 12 hrs. 4. On this, 1st coat of melamine polish is applied with spray gun using melamine clear polish and melamine thinner in required proportion. This 1st coat is allowed to dry for 24 hrs then this dry surface is again fine wet rubbed smooth, which is further allowed to dry for 12 hrs. The final melamine polish is applied with compressor pressure spray gun using melamine clear polish and melamine thinner mixed in required proportion complete as per direction of Engineer-in-Charge. (Final coat to be done in 1 or 2 layers without gap of time.) | 1 | sqm | 1323.72 | 13.116 | SR |
| 12.42 | Melamine polishing on wood work (one or more coat). | 1 | sqm | 134.37 | 13.114 | SR |
| 12.43 | Lettering with black Japan paint of approved brand and manufacture | 1 | per letter per cm height | 5.98 | 13.71 | SR |
| 12.44 | Re-lettering with black Japan paint of approved brand and manufacture. | 1 | per letter per cm height | 3.75 | 13.105 | SR |
| 12.45 | Painting (one or more coats) with black Japan paint of approved brand and manufacture to give an even shade. | 1 | sqm | 93.21 | 13.106 | SR |
| 12.46 | Finishing Floors with one or more coats of premium floor guard (Apex floor guard or equivalent) with Silicone additives of required shade as per manufacturer specifications | 1 | sqm | 191.34 | 13.500.1 | MR |
| 12.47 | Finishing Floors with two or more coats of premium floor guard (Apex floor guard or equivalent) with Silicone additives of required shade as per manufacturer specifications | 1 | sqm | 346.10 | 13.500.2 | MR |
| 13 | REPAIRS TO BUILDING | 14 | ||||
| 13.01 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, with cement mortar 1:4 (1 cement : 4 fine sand) including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. | 1 | sqm | 532.62 | 14.1.1 | SR |
| 13.02 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, with cement mortar 1:4 (1 cement : 4 coarse sand) including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. | 1 | sqm | 545.37 | 14.1.2 | SR |
| 13.03 | Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embedding hold fasts in cement concrete blocks of size 15 x 10 x 10 cm with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. Door chowkhats | 1 | each | 1734.42 | 14.2.1 | SR |
| 13.04 | Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embedding hold fasts in cement concrete blocks of size 15 x 10 x 10 cm with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. Window chowkhats | 1 | each | 1094.77 | 14.2.2 | SR |
| 13.05 | Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embedding hold fasts in cement concrete blocks of size 15 x 10 x 10 cm with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. Clerestory window chowkhats | 1 | each | 828.02 | 14.2.3 | SR |
| 13.06 | Fixing chowkhat in existing opening in brick/ RCC wall with dash fasteners/Chemical fasteners of appropriate size (3 nos on each vertical member of door chowkhat and 2 nos on each vertical member of window chowkhats), including Cost of dash fasteners/ chemical fastener. | 1 | each | 211.24 | 14.3 | SR |
| 13.07 | Making the opening in brick masonry for door/ window/ clerestory window, including dismantling in floor or walls by cutting masonry and making good the damages to walls, flooring and jambs complete, to match existing surface i/c disposal of mulba/ rubbish to the nearest municipal dumping ground, all complete as per direction of Engineer-in-Charge. | 1 | sqm | 1230.21 | 14.4.1 | SR |
| 13.08 | Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) | 1 | sqm | 1061.20 | 14.5.1 | SR |
| 13.09 | Renewing float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm), with wooden fillets wherever necessary. | 1 | sqm | 1538.22 | 14.6.1 | SR |
| 13.10 | Renewing float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) and refixing existing wooden fillets. | 1 | sqm | 1194.16 | 14.7.1 | SR |
| 13.11 | Renewing wooden battens in roofs using Sal wood battens, including making good the holes in wall and painting with oil type wood preservative of approved brand and manufacture complete, including removal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. | 1 | cum | 96444.39 | 14.15.1 | SR |
| 13.12 | Renewing wooden beams (not exceeding 4.00 metres in length) in roofs using Hollock wood beams, including making good the holes in walls and painting with oil type wood preservative of approved brand and manufacture complete, including removal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. | 1 | cum | 68374.36 | 14.16.1.2 | SR |
| 13.13 | Raking out joints in lime or cement mortar and preparing the surface for re-pointing or replastering, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. | 1 | sqm | 70.49 | 14.17 | SR |
| 13.14 | Providing joists (karries) including hoisting, fixing in position and applying wood preservative on unexposed surface etc. complete with Hollock wood. | 1 | cum | 62294.23 | 14.30.2 | SR |
| 13.15 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer- in-charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. Note: - This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done. | 1 | sqm | 329.12 | 14.72 | SR |
| 13.16 | Repair to plaster of thickness 12mm to 20 mm in patches of area 2.5 sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish, all complete as per the direction of Engineer-In-Charge. | 1 | sqm | 652.83 | 14.75 | SR |
| 13.17 | Cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gm per litre capacity of tank including marking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of malba all complete as per direction of Engineer-in-Charge. (The old date already written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ Rs. 0.10 per litre) (if during cleaning any GI fittings or ball cock is damaged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account) | 1 | litre | 0.49 | 14.75A | SR |
| 13.18 | Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150mm dia upto 300mm | 1 | metre | 331.55 | 14.77 | SR |
| 13.19 | Cleaning of under ground sump, Over Head R.C.C. Tank (independent staging) including disposal of slit and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consist following operations:- (i) Tank shall be emptied of water by pumping & bottom shall be cleaned of silt and other deposits. (ii) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water. (iii) Chlorination of RCC internal surface by liquid chlorine. The treated surface shall be dried using air jetting and all loose particles shall be removal from the surface. (iv) Finally the surface shall be treated with ultraviolet radiation etc. as per direction of Engineer-in-Charge. | 1 | sqm | 82.56 | 14.78 | SR |
| 13.20 | Disconnecting damaged overhead/terrace PVC water storage tank of any size from water supply line and removing from the terrace including shifting at ground level as per direction of Engineer-in-charge. | 1 | each | 422.04 | 14.79 | SR |
| 13.21 | Providing & fixing Indian type (Orissa pattern) White vitreous china water closet squatting pan of size 580x440 mm along with "S" or "P" trap including dismantling of old WC seat and "S" or "P" trap at site complete with all operations including all necessary materials, labour and disposal of dismantled material i/c malba, all complete as per the direction of Engineer-in-charge. | 1 | each | 4357.82 | 14.80.2 | SR |
| 13.22 | Cutting holes of required size in brick masonry wall for fixing of exhaust fan including providing and fixing 300 mm dia PVC pipe conforming BIS-12818 and making good the same etc. complete as per direction of Engineer-in-charge. | 1 | each | 280.32 | 14.81 | SR |
| 13.23 | Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer-in-Charge. | 1 | each | 130.48 | 14.82 | SR |
| 13.24 | Hacking of CC flooring including cleaning for surface etc. complete as per direction of the Engineer-in-Charge. | 1 | sqm | 3.36 | 14.83 | SR |
| 13.25 | Taking out existing wooden door shutter, repair by cutting, painting etc. and refixing of repaired door shutters to existing door frames, including replacement of hinges with screws, etc. as required, all complete as per the direction of the Engineer-in-charge. | 1 | each | 417.51 | 14.85 | SR |
| 13.26 | Repair to existing RCC structure including replacing corroded steel bars and fixing new additional TMT steel bars using welding, drilling, fixing to existing structure etc. as required. | 1 | Kg | 126.39 | 14.500 | MR |
| 14 | Dismantling and Demolishing | 15 | ||||
| 14.01 | Demolishing cement concrete of 1:3:6 or richer mix (i/c equivalent design mix) manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. | 1 | cum | 2368.53 | 15.2.1 | SR |
| 14.02 | Demolishing cement concrete of 1:4:8 or leaner mix (i/c equivalent design mix) manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. | 1 | cum | 1463.00 | 15.2.2 | SR |
| 14.03 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | 1 | cum | 3455.37 | 15.3 | SR |
| 14.04 | Demolishing brick work in cement mortar manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. | 1 | cum | 2004.57 | 15.7.4 | SR |
| 14.05 | Removing mortar from bricks dismantled from brick work in cement mortar and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured) | 1000 | Nos. | 6519.88 | 15.8.3 | SR |
| 14.06 | Demolishing stone rubble masonry in cement mortar manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. | 1 | cum | 2392.56 | 15.9.2 | SR |
| 14.07 | Dismantling doors, windows and clerestory windows (steel or wood) shutters of area 3 sq. metres and below, including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead. | 1 | each | 357.29 | 15.12.1 | SR |
| 14.08 | Dismantling doors, windows and clerestory windows (steel or wood) shutters of area beyond 3 sq. metres, including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead. | 1 | each | 489.18 | 15.12.2 | SR |
| 14.09 | Taking out doors, windows and clerestory window shutters (steel or wood) of area 3 sq. metres and below, including stacking within 50 metres lead. | 1 | each | 139.63 | 15.13.1 | SR |
| 14.10 | Taking out doors, windows and clerestory window shutters (steel or wood) of area beyond 3 sq. metres, including stacking within 50 metres lead. | 1 | each | 183.80 | 15.13.2 | SR |
| 14.11 | Dismantling wood work of sectional area 40 square centimetres and above in frames, trusses, purlins and rafters up to 10 metres span and 5 metres height including stacking the material within 50 metres lead. | 1 | cum | 4338.70 | 15.14.1 | SR |
| 14.12 | Dismantling wood work of sectional area below 40 square centimetres in frames, trusses, purlins and rafters up to 10 metres span and 5 metres height including stacking the material within 50 metres lead. | 1 | metre | 17.37 | 15.14.2 | SR |
| 14.13 | Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in: Channels, angles, tees and flats | 1 | kg | 2.24 | 15.17.2 | SR |
| 14.14 | Dismantling tile work using tiles of thickness 10 mm to 25 mm in floors and roofs, laid in cement mortar, including stacking material within 50 metres lead. | 1 | sqm | 71.42 | 15.23.1 | SR |
| 14.15 | Dismantling G.S. Sheet roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead. | 1 | sqm | 160.50 | 15.28.1 | SR |
| 14.16 | Dismantling Asbestos Cement sheet roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead. | 1 | sqm | 75.21 | 15.28.2 | SR |
| 14.17 | Dismantling tiled roofing with battens, boarding etc. complete including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | 1 | sqm | 204.23 | 15.31 | SR |
| 14.18 | Dismantling G.I. pipes above 40 mm nominal bore (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-charge. | 1 | metre | 157.04 | 15.44.2 | SR |
| 14.19 | Dismantling of flushing cistern of all types (C.I /PVC/Vitrious China) including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead. | 1 | each | 109.02 | 15.52 | SR |
| 14.20 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | 1 | sqm | 53.17 | 15.56 | SR |
| 14.21 | Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 meters lead as directed by Engineer-in-charge. | 1 | sqm | 54.83 | 15.57 | SR |
| 14.22 | Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars. | 1 | cum | 2742.79 | 15.58 | SR |
| 14.23 | Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge. | 1 | cum | 409.44 | 15.59 | SR |
| 14.24 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | 1 | cum | 256.82 | 15.6 | SR |
| 15 | ROAD WORK | 16 | ||||
| 15.01 | Fencing with G.I. barbed wire, with R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 metres (minimum), between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C. posts, struts, earth work and concrete to be paid for separately):- Payment to be made per metre cost of total length of barbed wire used. | 1 | metre | 13.62 | 16.17.1 | SR |
| 15.02 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in- charge. Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade | 1 | sqm | 1038.29 | 16.70.2 | SR |
| 15.03 | Taking out existing CC interlocking paver blocks from footpath/central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | 1 | sqm | 128.19 | 16.83 | SR |
| 15.04 | Laying old cement concrete interlocking paver blocks of any design/shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost) | 1 | sqm | 392.07 | 16.84 | SR |
| 15.05 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of M-35 grade, 60mm thickness & of required size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of interlocking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, complete all as per direction of Engineer-in-Charge. | 1 | sqm | 1017.42 | 16.91.1 | SR |
| 15.06 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of M-30 grade, 80mm thickness & of required size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of interlocking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, complete all as per direction of Engineer-in-Charge. | 1 | sqm | 1062.03 | 16.91.2 | SR |
| 16 | SANITARY INSTALLATIONS | 17 | ||||
| 16.01 | Providing and fixing White Vitreous china Orissa pattern water closet squatting pan of size 580x440 mm with integral type foot rests with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required. | 1 | each | 6584.68 | 17.1.1 | SR |
| 16.02 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with ISI marked white solid plastic seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required. | 1 | each | 6339.63 | 17.2.1 | SR |
| 16.03 | Providing and fixing Orissa pattern white vitreous china water closet squatting pan (Indian type) of size 580x440 mm. | 1 | each | 3083.49 | 17.13.2 | SR |
| 16.04 | Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan. | 1 | each | 2709.76 | 17.15 | SR |
| 16.05 | Providing and fixing white coloured P.V.C. low level flushing cistern of 10 litre capacity with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete. | 1 | each | 1158.50 | 17.18.1 | SR |
| 16.06 | Providing and fixing white solid plastic seat with lid for pedestal type W.C. pan complete. | 1 | each | 666.36 | 17.20.1 | SR |
| 16.07 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. | 1 | each | 1604.43 | 17.23 | SR |
| 16.08 | Providing and fixing flat back white vitreous china wash basin of size 630x450mm including making all connections but excluding the cost of fittings. | 1 | each | 1303.53 | 17.25.1 | SR |
| 16.09 | Providing and fixing flat back white vitreous china wash basin of size 550x400mm including making all connections but excluding the cost of fittings. | 1 | each | 965.80 | 17.25.2 | SR |
| 16.10 | Providing and fixing flat back white vitreous china wash basin of size 450x300mm including making all connections but excluding the cost of fittings. | 1 | each | 610.07 | 17.25.5 | SR |
| 16.11 | Providing and fixing Surgeon type white vitreous china wash basin of size 660x460mm including making all connections but excluding the cost of fittings. | 1 | each | 1767.26 | 17.25.6 | SR |
| 16.12 | Providing and fixing white vitreous china laboratory sink including making all connections excluding cost of fittings : Size 450x300x150 mm | 1 | each | 2444.91 | 17.27.1 | SR |
| 16.13 | Providing and fixing white vitreous china laboratory sink including making all connections excluding cost of fittings : Size 600x450x200 mm | 1 | each | 3967.55 | 17.27.2 | SR |
| 16.14 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard boardground fixed to wooden cleats with C.P. brass screws and washers complete. | 1 | each | 1564.54 | 17.31 | SR |
| 16.15 | Providing and fixing mirror of superior glass (of approved quality) and of rectangular shape and 453x357 mm size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing. | 1 | each | 1325.03 | 17.32.2 | SR |
| 16.16 | Providing and fixing mirror of superior glass (of approved quality) and of rectangular shape and 1500x450 mm size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing. | 1 | each | 2036.49 | 17.32.4 | SR |
| 16.17 | Providing and fixing PTMT Waste Coupling 31 mm dia of 79 mm length and 62mm breadth weighing not less than 45 gms for wash basin and sink, of approved quality and colour. | 1 | each | 112.19 | 17.69.1 | SR |
| 16.18 | Providing and fixing PTMT Waste Coupling 38 mm dia of 83 mm length and 77mm breadth weighing not less than 60 gms for wash basin and sink, of approved quality and colour. | 1 | each | 119.10 | 17.69.2 | SR |
| 16.19 | Providing and fixing PTMT Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms, for Wash basin and sink. | 1 | each | 357.19 | 17.70.1 | SR |
| 16.20 | Providing and fixing PTMT Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms, for Wash basin and sink. | 1 | each | 365.51 | 17.70.2 | SR |
| 16.21 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. | 1 | each | 163.80 | 17.71 | SR |
| 16.22 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long,200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour,weighing not less than 88 gms. | 1 | each | 225.69 | 17.72 | SR |
| 16.23 | Providing and fixing 450 mm long PTMT towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms, complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. | 1 | each | 655.22 | 17.73.1 | SR |
| 16.24 | Providing and fixing 600 mm long PTMT towel rail with total length of 645 mm, width78 mm and effective height of 88 mm, weighing not less than 190 gms, complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. | 1 | each | 689.81 | 17.73.2 | SR |
| 16.25 | Providing and fixing UPVC SWR soil, waste and vent pipes conforming to IS:13592 Type-B, jointing with solvent cement including cutting holes in walls and floors wherever required and making good the same as directed by Engineer-in-Charge : 110mm diameter | 1 | m | 496.04 | 17.503.1 | MR |
| 16.26 | Providing and fixing UPVC SWR soil, waste and vent pipes conforming to IS:13592 Type-B, jointing with solvent cement including cutting holes in walls and floors wherever required and making good the same as directed by Engineer-in-Charge : 90mm diameter | 1 | m | 421.89 | 17.503.2 | MR |
| 16.27 | Providing and fixing UPVC SWR soil, waste and vent pipes conforming to IS:13592 Type-B, jointing with solvent cement including cutting holes in walls and floors wherever required and making good the same as directed by Engineer-in-Charge: 75mm diameter | 1 | m | 362.15 | 17.503.3 | MR |
| 16.28 | Providing and fixing UPVC SWR soil, waste and vent pipes conforming to IS:13592 Type-B, jointing with solvent cement including cutting holes in walls and floors wherever required and making good the same as directed by Engineer-in-Charge: 63mm diameter | 1 | m | 271.56 | 17.503.4 | MR |
| 16.29 | Providing and fixing UPVC SWR soil, waste and vent pipes conforming to IS:13592 Type-B, jointing with solvent cement including cutting holes in walls and floors wherever required and making good the same as directed by Engineer-in-Charge: 50mm diameter | 1 | m | 283.19 | 17.503.5 | MR |
| 16.30 | Providing and fixing UPVC SWR soil, waste and vent pipes conforming to IS:13592 Type-B, jointing with solvent cement including cutting holes in walls and floors wherever required and making good the same as directed by Engineer-in-Charge: 40mm diameter | 1 | m | 243.44 | 17.503.6 | MR |
| 16.31 | Providing and fixing unplasticized Rigid PVC moulded fittings/accessories conforming to IS:14735 for soil, waste and vent pipes conforming to IS:13592 Type B including jointing with solvent cement, etc. complete as directed by the Engineer-in-Charge UPVC tee with access door : 110mm | 1 | each | 342.54 | 17.504.1.1 | MR |
| 16.32 | Providing and fixing unplasticized Rigid PVC moulded fittings/accessories conforming to IS:14735 for soil, waste and vent pipes conforming to IS:13592 Type B including jointing with solvent cement, etc. complete as directed by the Engineer-in-Charge UPVC tee with access door : 90mm | 1 | each | 322.21 | 17.504.1.2 | MR |
| 16.33 | Providing and fixing unplasticized Rigid PVC moulded fittings/accessories conforming to IS:14735 for soil, waste and vent pipes conforming to IS:13592 Type B including jointing with solvent cement, etc. complete as directed by the Engineer-in-Charge UPVC tee with access door : 75mm | 1 | each | 188.66 | 17.504.1.3 | MR |
| 16.34 | Providing and fixing unplasticized Rigid PVC moulded fittings/accessories conforming to IS:14735 for soil, waste and vent pipes conforming to IS:13592 Type B including jointing with solvent cement, etc. complete as directed by the Engineer-in-Charge UPVC tee with access door : 63mm | 1 | each | 179.91 | 17.504.1.4 | MR |
| 16.35 | Providing and fixing unplasticized Rigid PVC moulded fittings/accessories conforming to IS:14735 for soil, waste and vent pipes conforming to IS:13592 Type B including jointing with solvent cement, etc. complete as directed by the Engineer-in-Charge UPVC tee with access door : 50mm | 1 | each | 137.00 | 17.504.1.5 | MR |
| 16.36 | Providing and fixing unplasticized Rigid PVC moulded fittings/accessories conforming to IS:14735 for soil, waste and vent pipes conforming to IS:13592 Type B including jointing with solvent cement, etc. complete as directed by the Engineer-in-Charge UPVC tee with access door : 40mm | 1 | each | 84.55 | 17.504.1.6 | MR |
| 16.37 | Providing and fixing unplasticized Rigid PVC moulded fittings/accessories conforming to IS:14735 for soil, waste and vent pipes conforming to IS:13592 Type B including jointing with solvent cement, etc. complete as directed by the Engineer-in-Charge UPVC bend of required degree with access door : 110mm | 1 | each | 275.46 | 17.504.2.1 | MR |
| 16.38 | Providing and fixing unplasticized Rigid PVC moulded fittings/accessories conforming to IS:14735 for soil, waste and vent pipes conforming to IS:13592 Type B including jointing with solvent cement, etc. complete as directed by the Engineer-in-Charge UPVC bend of required degree with access door : 90mm | 1 | each | 206.23 | 17.504.2.2 | MR |
| 16.39 | Providing and fixing unplasticized Rigid PVC moulded fittings/accessories conforming to IS:14735 for soil, waste and vent pipes conforming to IS:13592 Type B including jointing with solvent cement, etc. complete as directed by the Engineer-in-Charge UPVC bend of required degree with access door : 75mm | 1 | each | 175.58 | 17.504.2.3 | MR |
| 16.40 | Providing and fixing unplasticized Rigid PVC moulded fittings/accessories conforming to IS:14735 for soil, waste and vent pipes conforming to IS:13592 Type B including jointing with solvent cement, etc. complete as directed by the Engineer-in-Charge UPVC bend of required degree with access door : 63mm | 1 | each | 152.91 | 17.504.2.4 | MR |
| 16.41 | Providing and fixing unplasticized Rigid PVC moulded fittings/accessories conforming to IS:14735 for soil, waste and vent pipes conforming to IS:13592 Type B including jointing with solvent cement, etc. complete as directed by the Engineer-in-Charge UPVC bend of required degree with access door : 50mm | 1 | each | 112.48 | 17.504.2.5 | MR |
| 16.42 | Providing and fixing unplasticized Rigid PVC moulded fittings/accessories conforming to IS:14735 for soil, waste and vent pipes conforming to IS:13592 Type B including jointing with solvent cement, etc. complete as directed by the Engineer-in-Charge UPVC bend of required degree with access door : 40mm | 1 | each | 89.22 | 17.504.2.6 | MR |
| 16.43 | Providing and fixing unplasticized Rigid PVC moulded fittings/accessories conforming to IS:14735 for soil, waste and vent pipes conforming to IS:13592 Type B including jointing with solvent cement, etc. complete as directed by the Engineer-in-Charge UPVC plain bend :110mm | 1 | each | 228.66 | 17.504.3.1 | MR |
| 16.44 | Providing and fixing unplasticized Rigid PVC moulded fittings/accessories conforming to IS:14735 for soil, waste and vent pipes conforming to IS:13592 Type B including jointing with solvent cement, etc. complete as directed by the Engineer-in-Charge UPVC plain bend :90mm | 1 | each | 211.09 | 17.504.3.2 | MR |
| 16.45 | Providing and fixing unplasticized Rigid PVC moulded fittings/accessories conforming to IS:14735 for soil, waste and vent pipes conforming to IS:13592 Type B including jointing with solvent cement, etc. complete as directed by the Engineer-in-Charge UPVC plain bend : 75mm | 1 | each | 145.71 | 17.504.3.3 | MR |
| 16.46 | Providing and fixing unplasticized Rigid PVC moulded fittings/accessories conforming to IS:14735 for soil, waste and vent pipes conforming to IS:13592 Type B including jointing with solvent cement, etc. complete as directed by the Engineer-in-Charge UPVC plain bend : 63mm | 1 | each | 139.04 | 17.504.3.4 | MR |
| 16.47 | Providing and fixing unplasticized Rigid PVC moulded fittings/accessories conforming to IS:14735 for soil, waste and vent pipes conforming to IS:13592 Type B including jointing with solvent cement, etc. complete as directed by the Engineer-in-Charge UPVC plain bend :50mm | 1 | each | 119.68 | 17.504.3.5 | MR |
| 16.48 | Providing and fixing unplasticized Rigid PVC moulded fittings/accessories conforming to IS:14735 for soil, waste and vent pipes conforming to IS:13592 Type B including jointing with solvent cement, etc. complete as directed by the Engineer-in-Charge UPVC plain bend : 40mm | 1 | each | 73.70 | 17.504.3.6 | MR |
| 16.49 | Providing and fixing unplasticized Rigid PVC moulded fittings/accessories conforming to IS:14735 for soil, waste and vent pipes conforming to IS:13592 Type B including jointing with solvent cement, etc. complete as directed by the Engineer-in-Charge UPVC moulded Plain/Nahani/Multi Trap without top tile, of self cleansing design, with or without vent arm of size 110x75/63 or 110x90/75x50 or 110x75x50/40 of any height(3.5"/4"/4.5"/5"/6"/7") as required, including socket plug(s), complete, for SWR Type B pipes of all classes | 1 | each | 441.35 | 17.504.4.1 | MR |
| 16.50 | Providing and fixing unplasticized Rigid PVC moulded fittings/accessories conforming to IS:14735 for soil, waste and vent pipes conforming to IS:13592 Type B including jointing with solvent cement, etc. complete as directed by the Engineer-in-Charge UPVC vent cowl with wire mesh : 110mm | 1 | each | 176.60 | 17.504.5.1 | MR |
| 16.51 | Providing and fixing unplasticized Rigid PVC moulded fittings/accessories conforming to IS:14735 for soil, waste and vent pipes conforming to IS:13592 Type B including jointing with solvent cement, etc. complete as directed by the Engineer-in-Charge UPVC vent cowl with wire mesh : 90mm | 1 | each | 148.09 | 17.504.5.2 | MR |
| 16.52 | Providing and fixing unplasticized Rigid PVC moulded fittings/accessories conforming to IS:14735 for soil, waste and vent pipes conforming to IS:13592 Type B including jointing with solvent cement, etc. complete as directed by the Engineer-in-Charge UPVC vent cowl with wire mesh : 75mm | 1 | each | 111.80 | 17.504.5.3 | MR |
| 16.53 | Providing and fixing unplasticized Rigid PVC moulded fittings/accessories conforming to IS:14735 for soil, waste and vent pipes conforming to IS:13592 Type B including jointing with solvent cement, etc. complete as directed by the Engineer-in-Charge UPVC vent cowl with wire mesh : 63mm | 1 | each | 102.07 | 17.504.5.4 | MR |
| 16.54 | Providing and fixing unplasticized Rigid PVC moulded fittings/accessories conforming to IS:14735 for soil, waste and vent pipes conforming to IS:13592 Type B including jointing with solvent cement, etc. complete as directed by the Engineer-in-Charge UPVC vent cowl with wire mesh : 50mm | 1 | each | 82.71 | 17.504.5.5 | MR |
| 16.55 | Providing and fixing CP Brass Single lever wall diverter with concealed body and spout of quality & make as approved by Engineer in charge. (a) 15 mm nominal dia | 1 | each | 9383.85 | 17.505 | MR |
| 17 | WATER SUPPLY | 18 | ||||
| 17.01 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall : 20 mm nominal dia Pipes | 1 | metre | 325.96 | 18.7.2 | SR |
| 17.02 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall : 25 mm nominal dia Pipes | 1 | metre | 390.71 | 18.7.3 | SR |
| 17.03 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall : 32 mm nominal dia Pipes | 1 | metre | 504.74 | 18.7.4 | SR |
| 17.04 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. : 20 mm nominal dia Pipes | 1 | metre | 523.08 | 18.8.2 | SR |
| 17.05 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. : 25 mm nominal dia Pipes | 1 | metre | 610.31 | 18.8.3 | SR |
| 17.06 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work : 20 mm nominal dia Pipes | 1 | metre | 266.89 | 18.9.2 | SR |
| 17.07 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work : 25 mm nominal dia Pipes | 1 | metre | 345.80 | 18.9.3 | SR |
| 17.08 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work : 32 mm nominal dia Pipes | 1 | metre | 426.76 | 18.9.4 | SR |
| 17.09 | Providing and fixing brass bib cock of 15 mm nominal bore of approved quality. | 1 | each | 343.71 | 18.15.1 | SR |
| 17.10 | Providing and fixing brass stop cock of 20 mm nominal bore of approved quality. | 1 | each | 368.96 | 18.16.2 | SR |
| 17.11 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore | 1 | each | 605.60 | 18.17.1 | SR |
| 17.12 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 32 mm nominal bore. | 1 | each | 670.98 | 18.17.2 | SR |
| 17.13 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 40 mm nominal bore | 1 | each | 803.80 | 18.17.3 | SR |
| 17.14 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 50 mm nominal bore | 1 | each | 998.93 | 18.17.4 | SR |
| 17.15 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 65 mm nominal bore | 1 | each | 1695.11 | 18.17.5 | SR |
| 17.16 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 15 mm nominal bore | 1 | each | 395.87 | 18.18.1 | SR |
| 17.17 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore | 1 | each | 450.01 | 18.18.2 | SR |
| 17.18 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 25 mm nominal bore | 1 | each | 451.52 | 18.18.3 | SR |
| 17.19 | Providing and fixing gun metal non-return valve of approved quality (screwed end) : Horizontal NRV of 25 mm nominal bore | 1 | each | 575.43 | 18.19.1.1 | SR |
| 17.20 | Providing and fixing gun metal non-return valve of approved quality (screwed end) : Vertical NRV of 25 mm nominal bore | 1 | each | 607.25 | 18.19.1.2 | SR |
| 17.21 | Providing and fixing gun metal non-return valve of approved quality (screwed end) : Horizontal NRV of 32 mm nominal bore | 1 | each | 770.52 | 18.19.2.1 | SR |
| 17.22 | Providing and fixing gun metal non-return valve of approved quality (screwed end) : Vertical NRV of 32 mm nominal bore | 1 | each | 827.29 | 18.19.2.2 | SR |
| 17.23 | Providing and fixing gun metal non-return valve of approved quality (screwed end) : Horizontal NRV of 50 mm nominal bore | 1 | each | 1334.18 | 18.19.4.1 | SR |
| 17.24 | Providing and fixing gun metal non-return valve of approved quality (screwed end) : Vertical NRV of 50 mm nominal bore | 1 | each | 1406.13 | 18.19.4.2 | SR |
| 17.25 | Providing and fixing unplasticised PVC connection pipe with brass unions of 30 cm length and 15 mm nominal bore | 1 | each | 82.71 | 18.21.1.1 | SR |
| 17.26 | Providing and fixing unplasticised PVC connection pipe with brass unions of 30 cm length and 20 mm nominal bore | 1 | each | 91.02 | 18.21.1.2 | SR |
| 17.27 | Providing and fixing unplasticised PVC connection pipe with brass unions of 45 cm length and 15 mm nominal bore | 1 | each | 95.11 | 18.21.2.1 | SR |
| 17.28 | Providing and fixing unplasticised PVC connection pipe with brass unions of 45 cm length and 20 mm nominal bore | 1 | each | 115.84 | 18.21.2.2 | SR |
| 17.29 | Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet and 150 mm diameter | 1 | each | 216.35 | 18.22.2 | SR |
| 17.30 | Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C.I. surface box 100x100x75 mm (inside) with hinged cover fixed in reinforced cement concrete slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10(1 cement :5 fine sand : 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design with common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | 1 | each | 1938.80 | 18.32.1 | SR |
| 17.31 | Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20rnm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design with common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | 1 | each | 10569.12 | 18.33.1 | SR |
| 17.32 | Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design .with common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | 1 | each | 18386.49 | 18.34.1 | SR |
| 17.33 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | 1 | per litre | 10.70 | 18.48 | SR |
| 17.34 | Providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to ISI : 12701, colour of opaque white or as approved by Engineer-in-charge. The rate includes making necessary holes for inlet, outlet & over flow pipes. The base support i/c fittings & fixtures for tank shall be paid separately. | 1 | per litre | 10.70 | 18.48A | SR |
| 17.35 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 of 15 mm nominal bore | 1 | each | 493.12 | 18.49.1 | SR |
| 17.36 | Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms of 15 mm nominal bore | 1 | each | 798.54 | 18.50.1 | SR |
| 17.37 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms of 15 mm nominal bore | 1 | each | 777.38 | 18.51.1 | SR |
| 17.38 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931 of 15 mm nominal bore | 1 | each | 652.35 | 18.52.1 | SR |
| 17.39 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 of 15mm nominal bore | 1 | each | 558.79 | 18.53.1 | SR |
| 17.40 | Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. | 1 | each | 72.78 | 18.53A | SR |
| 17.41 | Providing and fixing PTMT bib cock 15mm nominal bore, 86 mm long, weighing not less than 88 gms, of approved quality and colour. | 1 | each | 122.21 | 18.54.1 | SR |
| 17.42 | Providing and fixing PTMT bib cock 15 mm nominal bore, 165 mm long, weighing not less than 110 gms, of approved quality and colour. | 1 | each | 172.08 | 18.54.3 | SR |
| 17.43 | 2-in-1 PTMT bib cock of 15mm nominal bore having two outlets controlled by two independent control handles | 1 | each | 648.21 | 18.54.50 | MR |
| 17.44 | PTMT bib cock of 15mm nominal bore having outlet compatible with inlet connection pipes used for manual & automatic washing machines | 1 | each | 385.21 | 18.54.51 | MR |
| 17.45 | Providing and fixing PTMT pillar cock 15 mm nominal bore, 107 mm long, weighing not less than 110 gms, of approved quality and colour. | 1 | each | 202.82 | 18.56.1 | SR |
| 17.46 | Providing and fixing PTMT push cock 15 mm nominal bore, 80 mm long, weighing not less than 46 gms, of approved quality and colour. | 1 | each | 93.16 | 18.57.2 | SR |
| 17.47 | Providing and fixing 150 mm nominal size square type PTMT grating with openable circular lid of 100 mm diameter (of the inner hinged round grating), of approved quality and colour. | 1 | each | 191.63 | 18.58.2.1 | SR |
| 17.48 | Providing and fixing PTMT Ball cock 20 mm nominal bore of approved quality, colour and make complete with Epoxy coated 120 mm long aluminium rod with L.P./ H.P.H.D. plastic ball weighing not less than 198 gms. | 1 | each | 250.64 | 18.62.2 | SR |
| 17.49 | Providing and fixing PTMT Ball cock 25 mm nominal bore of approved quality, colour and make complete with Epoxy coated 152 mm long aluminium rod with L.P./ H.P.H.D. plastic ball weighing not less than 440 gms. | 1 | each | 509.66 | 18.62.3 | SR |
| 17.50 | Providing and fixing PTMT Ball cock 40 mm nominal bore of approved quality, colour and make complete with Epoxy coated 206 mm long aluminium rod with L.P./ H.P.H.D. plastic ball weighing not less than 690 gms. | 1 | each | 717.30 | 18.62.4 | SR |
| 17.51 | Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms | 1 | each | 152.66 | 18.63 | SR |
| 17.52 | Providing and fixing PTMT swivelling shower, 15 mm nominal bore, weighing not less than 40 gms | 1 | each | 118.12 | 18.64 | SR |
| 17.53 | Providing and fixing unplasticised P.V.C. connection pipe of 15 mm nominal bore and 30cm length with PTMT Nuts, collar and bush of approved quality and colour. | 1 | each | 93.75 | 18.74.1 | SR |
| 17.54 | Providing and fixing unplasticised P.V.C. connection pipe of 15 mm nominal bore and 45cm length with PTMT Nuts, collar and bush of approved quality and colour. | 1 | each | 118.61 | 18.74.2 | SR |
| 17.55 | Providing and fixing PTMT extension nipple of 25mm nominal bore, weighing not less than 62 gms, for water tank pipe, fittings of approved quality and colour. | 1 | each | 110.29 | 18.75.3 | SR |
| 17.56 | Cutting holes up to 30x30 cm in walls with common burnt clay F.P.S. (non modular) bricks, including making good the same. | 1 | each | 405.55 | 18.76.1 | SR |
| 17.57 | Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. | 1 | each | 439.80 | 18.77 | SR |
| 17.58 | Providing and fixing Rectangular type (100 mm nominal size) Stainless Steel grating with openable rectangular lid, of approved quality and colour. | 1 | each | 262.22 | 18.500.1.1 | MR |
| 17.59 | Providing and fixing C.P. brass Health Faucet of approved quality conforming to IS:8931. | 1 | Each | 936.12 | 18.502.1 | MR |
| 17.60 | Providing and fixing Unplasticized Polyvinyl Chloride (UPVC) pipes of 10kgf/cm2 pressure rating for domestic water supply, conforming to IS:4985 including all UPVC plain & brass threaded fittings(as per IS:7834/IS:10124), including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with solvent cement and testing of joints complete as per direction of Engineer in Charge. Exposed on wall : 20mm nominal dia pipes | 1 | m | 258.82 | 18.513.1 | MR |
| 17.61 | Providing and fixing Unplasticized Polyvinyl Chloride (UPVC) pipes of 10kgf/cm2 pressure rating for domestic water supply, conforming to IS:4985 including all UPVC plain & brass threaded fittings(as per IS:7834/IS:10124), including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with solvent cement and testing of joints complete as per direction of Engineer in Charge. Exposed on wall : 25mm nominal dia pipes | 1 | m | 275.12 | 18.513.2 | MR |
| 17.62 | Providing and fixing Unplasticized Polyvinyl Chloride (UPVC) pipes of 10kgf/cm2 pressure rating for domestic water supply, conforming to IS:4985 including all UPVC plain & brass threaded fittings(as per IS:7834/IS:10124), including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with solvent cement and testing of joints complete as per direction of Engineer in Charge. Exposed on wall : 32mm nominal dia pipes | 1 | m | 342.50 | 18.513.3 | MR |
| 17.63 | Providing and fixing Unplasticized Polyvinyl Chloride (UPVC) pipes of 10kgf/cm2 pressure rating for domestic water supply, conforming to IS:4985 including all UPVC plain & brass threaded fittings(as per IS:7834/IS:10124), including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with solvent cement and testing of joints complete as per direction of Engineer in Charge. Exposed on wall : 40mm nominal dia pipes | 1 | m | 459.16 | 18.513.4 | MR |
| 17.64 | Providing and fixing Unplasticized Polyvinyl Chloride (UPVC) pipes of 10kgf/cm2 pressure rating for domestic water supply, conforming to IS:4985 including all UPVC plain & brass threaded fittings(as per IS:7834/IS:10124), including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with solvent cement and testing of joints complete as per direction of Engineer in Charge. Exposed on wall : 50mm nominal dia pipes | 1 | m | 559.38 | 18.513.5 | MR |
| 17.65 | Providing and fixing Unplasticized Polyvinyl Chloride (UPVC) pipes of 10kgf/cm2 pressure rating for domestic water supply, conforming to IS:4985 including all UPVC plain & brass threaded fittings(as per IS:7834/IS:10124), including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with solvent cement and testing of joints complete as per direction of Engineer in Charge. Exposed on wall : 63mm nominal dia pipes | 1 | m | 686.01 | 18.513.6 | MR |
| 17.66 | Providing and fixing Unplasticized Polyvinyl Chloride (UPVC) pipes of 15kgf/cm2 pressure rating for domestic water supply, conforming to IS:4985 including all UPVC plain & brass threaded fittings(as per IS:7834/IS:10124), including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with solvent cement and testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls, etc. 20mm nominal dia pipes | 1 | m | 504.21 | 18.514.1 | MR |
| 17.67 | Providing and fixing Unplasticized Polyvinyl Chloride (UPVC) pipes of 15kgf/cm2 pressure rating for domestic water supply, conforming to IS:4985 including all UPVC plain & brass threaded fittings(as per IS:7834/IS:10124), including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with solvent cement and testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls, etc. 25mm nominal dia pipes | 1 | m | 546.39 | 18.514.2 | MR |
| 17.68 | Providing and fixing Unplasticized Polyvinyl Chloride (UPVC) pipes of 15kgf/cm2 pressure rating for domestic water supply, conforming to IS:4985 including all UPVC plain & brass threaded fittings(as per IS:7834/IS:10124), including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with solvent cement and testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls, etc. 32mm nominal dia pipes | 1 | m | 632.30 | 18.514.3 | MR |
| 17.69 | Providing and fixing Unplasticized Polyvinyl Chloride (UPVC) pipes of specified pressure rating for domestic water supply, conforming to IS:4985 including all UPVC plain & brass threaded fittings(as per IS:7834/IS:10124). This includes jointing of pipes & fittings with solvent cement, testing of joints, trenching, refilling, complete as per direction of Engineer in Charge. External work : 10kgf/cm2 Pressure rating : 25mm nominal dia pipes | 1 | m | 230.21 | 18.515.1.1 | MR |
| 17.70 | Providing and fixing Unplasticized Polyvinyl Chloride (UPVC) pipes of specified pressure rating for domestic water supply, conforming to IS:4985 including all UPVC plain & brass threaded fittings(as per IS:7834/IS:10124). This includes jointing of pipes & fittings with solvent cement, testing of joints, trenching, refilling, complete as per direction of Engineer in Charge. External work : 10kgf/cm2 Pressure rating : 32mm nominal dia pipes | 1 | m | 264.56 | 18.515.1.2 | MR |
| 17.71 | Providing and fixing Unplasticized Polyvinyl Chloride (UPVC) pipes of specified pressure rating for domestic water supply, conforming to IS:4985 including all UPVC plain & brass threaded fittings(as per IS:7834/IS:10124). This includes jointing of pipes & fittings with solvent cement, testing of joints, trenching, refilling, complete as per direction of Engineer in Charge. External work : 10kgf/cm2 Pressure rating : 40mm nominal dia pipes | 1 | m | 323.08 | 18.515.1.3 | MR |
| 17.72 | Providing and fixing Unplasticized Polyvinyl Chloride (UPVC) pipes of specified pressure rating for domestic water supply, conforming to IS:4985 including all UPVC plain & brass threaded fittings(as per IS:7834/IS:10124). This includes jointing of pipes & fittings with solvent cement, testing of joints, trenching, refilling, complete as per direction of Engineer in Charge. External work : 10kgf/cm2 Pressure rating : 50mm nominal dia pipes | 1 | m | 423.30 | 18.515.1.4 | MR |
| 17.73 | Providing and fixing Unplasticized Polyvinyl Chloride (UPVC) pipes of specified pressure rating for domestic water supply, conforming to IS:4985 including all UPVC plain & brass threaded fittings(as per IS:7834/IS:10124). This includes jointing of pipes & fittings with solvent cement, testing of joints, trenching, refilling, complete as per direction of Engineer in Charge. External work : 10kgf/cm2 Pressure rating : 63mm nominal dia pipes | 1 | m | 586.04 | 18.515.1.5 | MR |
| 17.74 | Providing and fixing Unplasticized Polyvinyl Chloride (UPVC) pipes of specified pressure rating for domestic water supply, conforming to IS:4985 including all UPVC plain & brass threaded fittings(as per IS:7834/IS:10124). This includes jointing of pipes & fittings with solvent cement, testing of joints, trenching, refilling, complete as per direction of Engineer in Charge. External work : 10kgf/cm2 Pressure rating : 90mm nominal dia pipes | 1 | m | 1052.20 | 18.515.1.6 | MR |
| 17.75 | Providing and fixing Unplasticized Polyvinyl Chloride (UPVC) pipes of specified pressure rating for domestic water supply, conforming to IS:4985 including all UPVC plain & brass threaded fittings(as per IS:7834/IS:10124). This includes jointing of pipes & fittings with solvent cement, testing of joints, trenching, refilling, complete as per direction of Engineer in Charge. External work : 10kgf/cm2 Pressure rating110mm nominal dia pipes | 1 | m | 1530.04 | 18.515.1.7 | MR |
| 17.76 | Providing and fixing Unplasticized Polyvinyl Chloride (UPVC) pipes of specified pressure rating for domestic water supply, conforming to IS:4985 including all UPVC plain & brass threaded fittings(as per IS:7834/IS:10124). This includes jointing of pipes & fittings with solvent cement, testing of joints, trenching, refilling, complete as per direction of Engineer in Charge. External work : 12.5kgf/cm2 Pressure rating : 63mm nominal dia pipes | 1 | m | 765.70 | 18.515.2.1 | MR |
| 17.77 | Providing and fixing Unplasticized Polyvinyl Chloride (UPVC) pipes of specified pressure rating for domestic water supply, conforming to IS:4985 including all UPVC plain & brass threaded fittings(as per IS:7834/IS:10124). This includes jointing of pipes & fittings with solvent cement, testing of joints, trenching, refilling, complete as per direction of Engineer in Charge. External work : 12.5kgf/cm2 Pressure rating : 90mm nominal dia pipes | 1 | m | 1282.02 | 18.515.2.2 | MR |
| 17.78 | Providing and fixing Unplasticized Polyvinyl Chloride (UPVC) pipes of specified pressure rating for domestic water supply, conforming to IS:4985 including all UPVC plain & brass threaded fittings(as per IS:7834/IS:10124). This includes jointing of pipes & fittings with solvent cement, testing of joints, trenching, refilling, complete as per direction of Engineer in Charge. External work : 12.5kgf/cm2 Pressure rating : 110mm nominal dia pipes | 1 | m | 1901.00 | 18.515.2.3 | MR |
| 17.79 | Providing and fixing rigid UPVC pipes of at least 4kgf/cm2 rating as per IS:4985, complete with fittings such as reducers, couplings, adaptors, clamps, etc. including cutting and making good the walls and ceiling for waste pipes, bath wastes, overflow, kitchen equipment, waste connections and condensate drainage including cutting of masonry/RCC walls as required and making good the same as directed by the Engineer-in-Charge : 63mm nominal dia pipes | 1 | m | 655.22 | 18.516.1 | MR |
| 17.80 | Providing and fixing rigid UPVC pipes of at least 4kgf/cm2 rating as per IS:4985, complete with fittings such as reducers, couplings, adaptors, clamps, etc. including cutting and making good the walls and ceiling for waste pipes, bath wastes, overflow, kitchen equipment, waste connections and condensate drainage including cutting of masonry/RCC walls as required and making good the same as directed by the Engineer-in-Charge : 50mm nominal dia pipes | 1 | m | 638.09 | 18.516.2 | MR |
| 17.81 | Providing and fixing rigid UPVC pipes of at least 4kgf/cm2 rating as per IS:4985, complete with fittings such as reducers, couplings, adaptors, clamps, etc. including cutting and making good the walls and ceiling for waste pipes, bath wastes, overflow, kitchen equipment, waste connections and condensate drainage including cutting of masonry/RCC walls as required and making good the same as directed by the Engineer-in-Charge : 20mm nominal dia pipes | 1 | m | 504.21 | 18.516.3 | MR |
| 17.82 | Providing and fixing UPVC ball valve of approved quality (screwed end/pasted end as per site requirement) : 20mm UPVC Ball Valve (12.5kg/cm2) | 1 | each | 121.19 | 18.517.1 | MR |
| 17.83 | Providing and fixing UPVC ball valve of approved quality (screwed end/pasted end as per site requirement) : 25mm UPVC Ball Valve (16kg/cm2) | 1 | each | 388.81 | 18.517.2 | MR |
| 17.84 | Providing and fixing UPVC ball valve of approved quality (screwed end/pasted end as per site requirement) : 32mm UPVC Ball Valve (16kg/cm2) | 1 | each | 550.43 | 18.517.3 | MR |
| 17.85 | Providing and fixing UPVC ball valve of approved quality (screwed end/pasted end as per site requirement): 40mm UPVC Ball Valve (6kg/cm2) | 1 | each | 363.37 | 18.517.4 | MR |
| 17.86 | Providing and fixing UPVC ball valve of approved quality (screwed end/pasted end as per site requirement) : 50mm UPVC Ball Valve (6kg/cm2) | 1 | each | 460.33 | 18.517.5 | MR |
| 17.87 | Providing and fixing UPVC ball valve of approved quality (screwed end/pasted end as per site requirement) : 63mm UPVC Ball Valve (6kg/cm2) | 1 | each | 702.36 | 18.517.6 | MR |
| 17.88 | Providing and fixing UPVC ball valve of approved quality (screwed end/pasted end as per site requirement) : 90mm UPVC Ball Valve (10kg/cm2) | 1 | each | 3355.78 | 18.517.7 | MR |
| 17.89 | Providing and fixing UPVC ball valve of approved quality (screwed end/pasted end as per site requirement) : 110mm UPVC Ball Valve (10kg/cm2) | 1 | each | 6875.32 | 18.517.8 | MR |
| 18 | DRAINAGE | 19 | ||||
| 18.01 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete, for pipes 100 to 250 mm diameter | 1 | each | 788.57 | 19.21.1 | SR |
| 18.02 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1. cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc, complete as per standard design: Inside dimensions 455x610 mm and 45 cm deep for single pipe line, with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | 1 | each | 6750.58 | 19.30.1.1 | SR |
| 18.03 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1. cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc, complete as per standard design: Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or two inlets, with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | 1 | each | 7930.44 | 19.30.2.1 | SR |
| 18.04 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1. cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc, complete as per standard design: Inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets, with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | 1 | each | 9335.30 | 19.30.3.1 | SR |
| 18.05 | Extra for depth beyond 45 cm of brick masonry chamber of 455x610 mm size, with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | 1 | metre | 5951.84 | 19.31.1.1 | SR |
| 18.06 | Extra for depth beyond 45 cm of brick masonry chamber of 500x700 mm size, with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | 1 | metre | 6500.22 | 19.31.2.1 | SR |
| 18.07 | Extra for depth beyond 45 cm of brick masonry chamber of 600x850 mm size, with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | 1 | metre | 7579.52 | 19.31.3.1 | SR |
| 18.08 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design | 1 | each | 26136.63 | 19.32.1 | SR |
| 18.09 | Constructing soak pit 1.20x1.20x1.70 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. | 1 | each | 2812.07 | 19.33 | SR |
| 18.10 | Providing and placing underground (at all depths) polyethylene septic tank and providing inlet/outlet connections, rodding eye, extension piece, watertight seals, cover and suitable locking arrangement, complete as per instruction of the Engineer in charge (excavation of earthwork and base support for tank shall be paid for separately) : Upto 3000L capacity (upto 15 people) | 1 | per litre | 31.10 | 19.503.1 | MR |
| 18.11 | Providing and placing underground (at all depths) polyethylene septic tank and providing inlet/outlet connections, rodding eye, extension piece, watertight seals, cover and suitable locking arrangement, complete as per instruction of the Engineer in charge (excavation of earthwork and base support for tank shall be paid for separately) : More than 3000L capacity (for more than 15 people) | 1 | per litre | 31.85 | 19.504 | MR |
| 19 | ALUMINIUM WORK | 21 | ||||
| 19.01 | Providing and fixing aluminium work for fixed portion of doors, windows, ventilators and partitions using anodised aluminium (anodised transparent or dyed to required shade according to IS:1868, Minimum anodic coating of grade AC 15) extruded/built up/standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS:733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/panelling, C.P. brass/stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling and dash fasteners to be paid for separately). | 1 | kg | 481.68 | 21.1.1.1 | SR |
| 19.02 | Providing and fixing aluminium work for fixed portion of doors, windows, ventilators and partitions using powder coated aluminium (minimum thickness of powder coating 50 micron) extruded/built up/standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS:733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/panelling, C.P. brass/stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling and dash fasteners to be paid for separately). | 1 | kg | 516.57 | 21.1.1.2 | SR |
| 19.03 | For shutters of doors, windows & ventilators using anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15), including providing and fixing hinges/pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/neoprene gasket required (Fittings shall be paid for separately) | 1 | kg | 582.44 | 21.1.2.1 | SR |
| 19.04 | For shutters of doors, windows & ventilators using powder coated aluminium (minimum thickness of powder coating 50 micron), including providing and fixing hinges/pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/neoprene gasket required (Fittings shall be paid for separately) | 1 | kg | 617.32 | 21.1.2.2 | SR |
| 19.05 | Providing and fixing 12 mm thick prelaminated particle board flat-pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll with decorative lamination on both sides, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge. | 1 | sqm | 1085.28 | 21.2.2 | SR |
| 19.06 | Providing and fixing glazing with float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge. (Cost of aluminium snap beading shall be paid in basic item). | 1 | sqm | 1145.03 | 21.3.1 | SR |
| 19.07 | Providing and fixing glazing with float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge. (Cost of aluminium snap beading shall be paid in basic item). | 1 | sqm | 1464.61 | 21.3.2 | SR |
| 19.08 | Providing and fixing glazing with float glass panes of 8 mm thickness (weight not less than 20 kg/sqm) in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge. (Cost of aluminium snap beading shall be paid in basic item). | 1 | sqm | 1639.89 | 21.3.3 | SR |
| 19.09 | Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS:6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and stainless steel cover plate minimum 1.25 mm thickness with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge. | 1 | each | 2747.61 | 21.4.1 | SR |
| 19.10 | Filling the gaps upto 5mm depth and 5 mm width in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete. | 1 | metre | 94.14 | 21.8.1 | SR |
| 19.11 | Filling the gaps upto 5 mm depth and 5 mm width in between aluminium/ stone/ wood frame and adjacent RCC/Brick/ Stone/ wood/ Ceramic/ Gypsum work by providing weather/structural non sag elastomeric PU sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete, complying to ASTM C920, DIN 18540- F & ISO 11600 | 1 | metre | 144.10 | 21.19.1 | SR |
| 19.12 | Providing and fixing anodized (AC 15 ) aluminium tubular handle bar of 32 mm outer dia, 3.0 mm thick & 2100 mm long with SS screws etc., complete as per direction of Engineer-in-Charge. | 1 | each | 560.20 | 21.12.1 | SR |
| 19.6.2 | Providing and fixing Powder coated minimum thickness 50 micron aluminium tubular handle bar with SS screws etc., complete as per direction of Engineer-in-Charge. | 1 | each | 614.50 | 21.12.2 | SR |
| 19.13 | Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete. | 1 | each | 514.57 | 21.13 | SR |
| 19.14 | Providing and fixing anodized (AC 15) aluminium casement windows fastener of required length for aluminium windows with necessary screws etc. complete. | 1 | each | 86.99 | 21.15.1 | SR |
| 19.15 | Providing and fixing anodized (AC 15) aluminium round shape handle of outer dia 100 mm with SS screws etc. complete as per direction of Engineer-in-charge | 1 | each | 104.99 | 21.16.1 | SR |
| 19.16 | Providing and fixing powder coated (minimum thickness 50 micron) aluminium round shape handle of outer dia 100 mm with SS screws etc. complete as per direction of Engineer-in-charge | 1 | each | 106.35 | 21.16.2 | SR |
| 19.17 | Providing and fixing 12mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer in charge (Door handle, lock and stopper etc. to be paid separately) | 1 | sqm | 5182.10 | 21.18 | SR |
| 19.18 | Providing and fixing 4mm thick Aluminium Partition Panels, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge. | 1 | sqm | 1123.09 | 21.500.1 | MR |
| 19.19 | Providing and fixing sun control film on glass including cost and conveyance of all materials and labour charges etc., complete. | 1 | sqm | 840.28 | 21.501.1 | MR |
| 19.20 | Providing and fixing 4mm or nearest thick Aluminium composite panel (ACP) two side finish board in paneling fixed in aluminium doors, windows shutters and partitions frames with CP. brass/stainless steel screws etc.complete as per architectural drawings and directions of engineer-in-charge. | 1 | sqm | 1957.34 | 21.502.1 | DR |
| 19.21 | Providing and fixing anodized aluminium box section (not less than 0.299kg/m) frame work for ceiling, including hanging in RCC slab or truss with aluminium sections at suitable intervals, fixed to wall with steel screws on nylon sleeves etc. including cost and conveyance of all platform scaffolding for required height wherever necessary, materials and labour charges etc. complete as per the direction of Engineer-in-charge. | 1 | kg | 386.38 | 21.503.1 | MR |
| Providing and fixing casement handle made of zinc alloyed (white powder coated) for aluminium casement window with necessary screws etc. complete. | 1 | each | 224.81 | 21.504 | DR | |
| Providing and fixing zinc alloyed (white powder coated) touch lock for uPVC sliding window with necessary screws etc. complete. | 1 | each | 198.49 | 21.505 | DR | |
| 20 | WATER PROOFING | 22 | ||||
| 20.01 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : (a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours. (b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. | 1 | sqm | 600.39 | 22.5 | SR |
| 20.02 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured. | 1 | sqm | 670.30 | 22.6 | SR |
| 20.03 | Grading roof for water proofing treatment with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) | 1 | cum | 7825.16 | 22.14.1 | SR |
| 20.04 | Grading roof for water proofing treatment with cement mortar 1:3 (1 cement : 3 coarse sand) | 1 | cum | 15677.07 | 22.14.2 | SR |
| 20.05 | Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge. | 1 | sqm | 547.90 | 22.22A | SR |
| 20.06 | Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. | 22.23 | ||||
| 20.061 | For vertical surface two coats @ 0.70 kg per sqm | 1 | sqm | 460.13 | 22.23.1 | SR |
| 20.062 | For horizontal surface one coat @1.10 kg per sqm. | 1 | sqm | 353.00 | 22.23.2 | SR |
| 20.07 | Providing & Applying polymer modified, flexible cementatious negative side waterproofing coating with elastic waterproofing polymers on interior wall plaster surface in three coats @14.35 kg /10 sqm. one coat of self priming of cementatious waterproofing polymer(dilution with water in the ratio of 1:1) and two coats of cementatious waterproofing polymer (dilution with water in the ratio of 3:1 ) after scrapping and properly cleaning the surface to remove pre-existing paint film & loose particles till plaster is visible, complete in all respect as per the direction of Engineer-in-Charge. | 1 | sqm | 435.27 | 22.23A | SR |
| 21 | RAIN WATER HARVESTING & TUBEWELLS | 23 | ||||
| 21.01 | Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000x450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. | 1 | each | 1362.15 | 23.9 | SR |
| 22 | CONSERVATION OF HERITAGE BUILDINGS | 24 | ||||
| 22.01 | Cleaning surfaces and removing dirt, dust, bird dropping, grease, oil, algae, fungus, monkey beats, vegetable growth etc., including providing, applying and washing the surface with chemical cleaning agent as approved by Engineer-in-charge, of approved brand and manufacturer, with the help of required scrubbers and also cleaning with machine operated water jet mixed with desired quantity of fine silica wherever required, without causing any scratching/ damage to the surface and finally washing the surface with clean water with the help of pressure jet machine, complete in all respect, including taking all precautions to safeguard ventilators, windows, doors etc. by suitable covering so as to avoid any damage to the building/structure, all as per direction of Engineer- in-charge (The rate is inclusive of all materials & labours involved except scaffolding). | 1 | sqm | 147.56 | 24.500 | DR |
| 23 | STRUCTURAL GLAZING ALUMINIUM COMPOSITE PANEL | 25 | ||||
| 23.01 | Providing and supplying Spandrel Glass Panels comprising of 6 mm thick heat strengthened monolithic float glass of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade so as to match the colour and shade of the IGUs in the vision panels etc., all complete for the required performances as specified, as per the Architectural drawings, as per the approved shop drawings, as specified, and as directed by the Engineer- in-Charge. For payment, only the actual area of glass on face # 1 of the glass spanels (but excluding the area of grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm. (Payment for fixing of Spandrel Glass Panels in the curtain glazing is included in cost of relevent Item*).(i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. | 1 | sqm | 2384.00 | 25.6 | SR |
| 24 | NEW TECHNOLOGIES AND MATERIALS | 26 | ||||
| 24.01 | Providing and fixing concealed hinge of approved quality for 19-20mm thick door with stainless steel screws complete : | 1 | each | 140.16 | 26.11 | SR |
| 24.02 | Chipping of unsound/weak concrete material of 75mm average thickness from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge | 1 | sqm | 367.79 | 26.28.1 | SR |
| 24.03 | Chipping of unsound/weak concrete material of 50mm average thickness from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge | 1 | sqm | 249.43 | 26.28.2 | SR |
| 24.04 | Chipping of unsound/weak concrete material of 25 mm average thickness from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge | 1 | sqm | 123.33 | 26.28.3 | SR |
| 24.05 | Cleaning of reinforcement bars upto 12 mm diameter from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge. | 1 | metre | 8.03 | 26.29.1 | SR |
| 24.05 | Cleaning of reinforcement bars above 12 mm diameter from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge. | 1 | metre | 16.01 | 26.29.2 | SR |
| 24.06 | Providing, mixing and applying SBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer on chipped portion of RCC as per specifications and direction of Engineer-In-charge complete in all respect. | 1 | sqm | 137.39 | 26.31.1 | SR |
| 24.07 | Providing, mixing and applying Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make on chipped portion of RCC as per specifications and direction of Engineer-In-charge complete in all respect. | 1 | sqm | 277.50 | 26.31.2 | SR |
| 24.08 | Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar of 12 mm average thickness in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge. Note: Measurement and payment: The pre-measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 N/Sqmm2). | 1 | sqm | 378.16 | 26.32.1 | SR |
| 24.09 | Water proofing treatment of RCC sunshade with Zycosil/Sikagard-72W/Siloxan WB/equivalent organosilane/siloxane-based water proofing Solution (1 litre of Zycosil/equivalent & 20 litres of water stirred first & 2 litres of Zycoprime/equivalent added and stirred (total 23 litres)) till it meets the saturation level and testing as per RILEM or by water drops test in which water drops do not absorb but drops remain or rolls. | 1 | sqm | 132.77 | 26.6 | SR |
| 24.10 | Providing & Applying weather proof sealant 25mmx10mm on outer joints, of approved make confirming to IS & directed by Engineer-in-charge. | 1 | metre | 174.12 | 26.78.1 | SR |
| 24.11 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Clerestory windows & other Frames/Chowkhat of size 50 x 100 mm comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.S hold fast/lugs or SS dash fasteners shall be paid for separately). Note: For WPC solid door/window frames, minus 5mm tolerance in dimensions i.e depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made. | 1 | metre | 922.11 | 26.86.3 | SR |
| 24.12 | Providing and fixing factory made 30 mm thick single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately) | 1 | sqm | 4229.34 | 26.87.1 | SR |
| 24.13 | Providing and fixing factory made 30 mm thick single extruded WPC (Wood Polymer Composite) solid decorative type flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/ mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/ borer proof, water/moisture proof and fire retardant. WPC to be laminated with PVC foil of minimum 14 microns thick of approved design pasted with hot melt adhesive on both faces of shutter and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately) | 1 | sqm | 4635.57 | 26.88.1 | SR |
| 24.14 | Cutting or drilling on concrete, stones, rocks, tiles or similar type of materials using core cutting machine (wet cutting or dry cutting as per site conditions) of size 50 mm in diameter including clearing of debris and patching the surface wherever required as per the instruction of Engineer-in-charge. | 1 | Each | 1459.50 | 26.500.1 | MR |
| 24.15 | Cutting or drilling on concrete, stones, rocks, tiles or similar type of materials using core cutting machine (wet cutting or dry cutting as per site conditions) of size 100 mm in diameter including clearing of debris and patching the surface wherever required as per the instruction of Engineer-in-charge. | 1 | Each | 1751.40 | 26.500.2 | MR |
| 24.16 | Cutting or drilling on concrete, stones, rocks, tiles or similar type of materials using core cutting machine (wet cutting or dry cutting as per site conditions) of size 150 mm in diameter including clearing of debris and patching the surface wherever required as per the instruction of Engineer-in-charge. | 1 | Each | 1946.00 | 26.500.3 | MR |
| 24.17 | Providing, mixing and applying ready-to-use non-shrink high-performance repair microconcrete (of approved make) as per specifications and directions of Engineer-in-charge. Note: Measurement and payment: The pre-measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75 mm size cube crushing strength at the end of 28 days to be not less than 40 N/Sqmm2).: 12mm average thickness | 1 | sqm | 1147.50 | 26.501.1 | MR |
| 24.18 | Providing, mixing and applying ready-to-use non-shrink high-performance repair microconcrete (of approved make) as per specifications and directions of Engineer-in-charge. Note: Measurement and payment: The pre-measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75 mm size cube crushing strength at the end of 28 days to be not less than 40 N/Sqmm2).: 25mm average thickness | 1 | sqm | 2174.55 | 26.501.2 | MR |
| 24.19 | Providing, mixing and applying ready-to-use non-shrink high-performance repair microconcrete (of approved make) as per specifications and directions of Engineer-in-charge. Note: Measurement and payment: The pre-measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75 mm size cube crushing strength at the end of 28 days to be not less than 40 N/Sqmm2).: 50mm average thickness | 1 | sqm | 4349.15 | 26.501.3 | MR |
| 24.20 | Providing, mixing and applying ready-to-use non-shrink high-performance repair microconcrete (of approved make) as per specifications and directions of Engineer-in-charge. Note: Measurement and payment: The pre-measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75 mm size cube crushing strength at the end of 28 days to be not less than 40 N/Sqmm2).: above 50mm, upto 100m average thickness | 1 | cum | 79319.75 | 26.501.4 | MR |
| 24.21 | Providing, mixing and applying ready-to-use non-shrink high-performance repair microconcrete (of approved make) as per specifications and directions of Engineer-in-charge. Note: Measurement and payment: The pre-measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75 mm size cube crushing strength at the end of 28 days to be not less than 40 N/Sqmm2).: above 100mm average thickness | 1 | cum | 50641.70 | 26.501.5 | MR |
| 25 | MANPOWER SUPPLY (Based on requirement) | |||||
| 25.01 | Mason/Carpenter/Plumber/Fitter/Mistry/Nozzleman (Skilled) | 1 | day | 1215.00 | 0123 | SR |
| 25.02 | Glazier/Painter/Mate/Bandhani/Bhisti (Semi-skilled) | 1 | day | 1035.00 | 0124 | SR |
| 25.03 | Beldar/Helper/Coolie/Sewer man (Unskilled) | 1 | day | 915.00 | 0114 | SR |
| 26 | HIRE CHARGES OF PLANTS & MACHINERY (Based on requirement) | |||||
| 26.01 | Hydraulic Excavator (3D) with driver and fuel | 1 | day | 10650.00 | 0020 | SR |
| 26.02 | Hydraulic Excavator of 1 cum bucket | 1 | Hour | 1200.00 | 0051 | SR |
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