Items - Construction of pavilion viewers gallery boundary wall and allied infra assets near drill square at ARTCS Shokhuvi Nagaland
| Item Wise BoQ | 15 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| BoQ_Ver3.0 | Item Wise | Normal | INR Only | INR | ||||||||||||||||||||||||||||||||||||||||||||||||||
| Select, Excess (+), Less (-) | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Tender Inviting Authority: Director General Assam Rifles | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Name of Work: Construction of pavilion, viewers gallery, boundary wall and allied infra assets near drill square at ARTC & S, Shokhuvi (Nagaland) | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Contract No: VIII.11014/8985/ARTC&S/ENGR/OB-2025/27 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Bidder Name : | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| PRICE SCHEDULE (DOMESTIC TENDERS - RATES ARE TO GIVEN IN RUPEES (INR) ONLY) (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevant 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 | 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 Amount in INR | VAT Amount in INR | Freight Charges ( Unloading & Stacking) | Any Other Taxes | Any Other Duties/Levies | 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 col (13) = (4) x (7) | TOTAL AMOUNT With Taxes col (14) = sum (8) to (13) | TOTAL AMOUNT In Words | ||||||||||||||||||||||||||||||||||
| 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 | 11 | 12 | 7 | 8 | 9 | 10 | 11 | 12 | 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 | 13 | 14 | 15 |
| 1.01 | SCHEDULE A PART-I Building work (Viewers Gallery) : Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: G.S. Sheet. | item1 | 984.96 | Sqm | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
| 1.02 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | item2 | 7080.00 | Kg | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||
| 1.03 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. Sqm. | item3 | 720.00 | Sqm | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||
| 1.04 | Earth work in excavation 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | item4 | 86.02 | Cum | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||
| 1.05 | PCC 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). | item5 | 22.27 | Cum | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||
| 1.06 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand). | item6 | 4.42 | Cum | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||
| 1.07 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 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). | item7 | 63.96 | Cum | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||
| 1.08 | Reinforced cement concrete work in columns, pillars, piers, abutments, posts and struts etc. above plinth level up to froof level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natu ral sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | item8 | 45.08 | Cum | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||
| 1.09 | 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). | item9 | 15.46 | Cum | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||
| 1.10 | FORM WORK Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. | item10 | 16.80 | Sqm | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||
| 1.11 | FORM WORK Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts. | item11 | 235.48 | Sqm | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||
| 1.12 | FORM WORK Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers sqm. | item12 | 16.80 | Sqm | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||
| 1.13 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Hot rolled deformed bars. | item13 | 5519.09 | Kg | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||
| 1.14 | Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape (Mangalore tile) and as per approved pattern. | item14 | 997.92 | Sqm | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||
| 1.15 | 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand) sqm. | item15 | 866.20 | Sqm | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||
| 1.16 | Providing and laying floor sub base using 63 mm to 45 mm size stone aggregate including ramming complete. | item16 | 72.35 | Cum | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||
| 1.17 | Providing and laying PCC 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). | item17 | 72.35 | Cum | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||
| 1.18 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick. | item18 | 768.00 | Sqm | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||
| 1.19 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | item19 | 693.30 | Sqm | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||
| 1.20 | Finishing walls with exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 | item20 | 313.67 | Sqm | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||
| 2.01 | SCHEDULE A PART-II War Memorial framed structure with compund wall: Earth work in surface excavation by mechanical means (Hydraulic excavator) /manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed in all kind of soil. | item21 | 70.00 | Sqm | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||
| 2.02 | Earth work in excavation 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. SUB HEAD. | item22 | 47.25 | Cum | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||
| 2.03 | Providing 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). | item23 | 5.25 | Cum | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||
| 2.04 | 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). | item24 | 100.17 | Cum | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||
| 2.05 | Providing 20 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand). | item25 | 245.00 | Sqm | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||
| 2.06 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 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). | item26 | 6.13 | Cum | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||
| 2.07 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | item27 | 50.40 | Sqm | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||
| 2.08 | Providing Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all completeThermo-Mechanically Treated bars of grade Fe-500D or more. | item28 | 919.50 | Kgs | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||
| 2.09 | Providing and laying Polished Granite stone 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 lour of Black, Cherry/Ruby Red or equivalent. | item29 | 177.80 | Sqm | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||
| 3.01 | SCHEDULE A PART-III Provision of Flooring and allied works : Earth work in surface excavation by mechanical means (Hydraulic excavator) /manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed in all kind of soil. | item30 | 396.00 | Sqm | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||
| 3.02 | Supplying and stacking at site.(Over burnt (Jhama) brick aggregate 90 mm to 45 mm). | item31 | 39.60 | Cum | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||
| 3.03 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering, all work up to plinth 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | item32 | 29.70 | Cum | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||
| 3.04 | Providing and laying Polished Granite stone flooring 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 lour of Black, Cherry/Ruby Red or equivalent. | item33 | 396.00 | Sqm | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||
| 4.01 | SCHEDULE A PART-IV Extension of Drill Ground : Earth work in excavation 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil. cum 286.85 2.0 EARTHWORK SUB HEAD. | item34 | 329.60 | Cum | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||
| 4.02 | Preparation and consolidation of sub grade with power road roller of 8 to 10 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and dispose of surpluse earth upto 50 meters. | item35 | 1648.00 | Sqm | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||
| 4.03 | Supply and stacking at 90 mm to 45mm size stone aggregate. | item36 | 329.60 | Cum | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||
| 4.04 | Supply and stacking at 63mm to 45mm size stone aggregate. | item37 | 164.80 | Cum | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||
| 4.05 | Supply and stacking moorum at site for 75mm WBM @.09cum/10 sqm. | item38 | 14.83 | Cum | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||
| 4.06 | Laying , spreading and compacting stone aggregate of specified sizes to WBM sepcification in uniform thickness, hand picking, rolling with 3 wheeled road/vivratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and campacting to the required density. | item39 | 494.40 | Cum | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||
| 4.07 | Providing and applying tack coat, using hot straight rub bitumen of grade VG-10 including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications on bituminous surface @ 0.75 Kg/sqm. | item40 | 1648.00 | Sqm | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||
| 4.08 | Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. solvent @ of 70 grams per kg of asphalt. | item41 | 82.40 | Cum | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||
| 4.09 | Providing and laying seal coat of premixed fine aggregate (Passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG -10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. | item42 | 1648.00 | Sqm | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||
| 5.01 | SCHEDULE A PART-V Extension of Boundary Wall : Earth work in surface excavation by mechanical means (Hydraulic excavator) /manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed in all kind of soil. | item43 | 162.00 | Sqm | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||
| 5.02 | Earth work in excavation 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. SUB HEAD 25 mm thick. | item44 | 109.35 | Cum | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||
| 5.03 | Providing 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). | item45 | 12.15 | Cum | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||
| 5.04 | 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). | item46 | 231.82 | Cum | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||
| 5.05 | Providing 20 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand). | item47 | 567.00 | Sqm | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||
| 5.06 | 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. | item48 | 469.80 | Sqm | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||
| 6.01 | SCHEDULE A PART-VII Resurfacing of Scarifying of Drill Ground : the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1km (by mechanical means). | item49 | 11639.00 | Sqm | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||
| 6.02 | Providing and applying tack coat, using hot straight rub bitumen of grade VG-10 including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications on bituminous surface @ 0.75 Kg/sqm. | item50 | 11639.00 | Sqm | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||
| 6.03 | Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. 16.54.1 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix)and lime filler @ 2% (percentage by weight of Aggregate)prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. cum 10013.30 solvent @ of 70 grams per kg of asphalt. | item51 | 581.95 | Cum | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||
| 6.04 | Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler,cleaning and preparing the existing road surface as per specifications : On W.B.M. @ 0.75 Kg / sqm | item52 | 11639.00 | Sqm | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||
| 6.05 | Providing and laying seal coat of premixed fine aggregate (Passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG -10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. | item53 | 11639.00 | Sqm | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||
| 6.06 | Painting two or more coats road surface making with adequate nos of coats to give uniform finish with ready mixed road making paint including cleaing the surface of all dirt oil grease etc complete. | item54 | 268.80 | Sqm | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||
| 7.01 | SCHEDULE A PART-VII Wall Cladding : Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, 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 With cement mortar 1:4 (1 cement : 4 fine sand). | item55 | 1309.00 | Sqm | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||
| 7.02 | 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. | item56 | 1309.00 | Sqm | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||
| 8.01 | SCHEDULE A PART-VIII Courtyard Kota stone flooring : Earth work in surface excavation by mechanical means (Hydraulic excavator) /manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed in all kind of soil. | item57 | 708.00 | Sqm | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||
| 8.02 | Supplying and stacking at site.(Over burnt (Jhama) brick aggregate 90 mm to 45 mm). | item58 | 70.80 | Cum | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||
| 8.03 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering, all work up to plinth 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | item59 | 53.10 | Cum | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||
| 8.04 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick. | item60 | 708.00 | Sqm | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||
| Total in Figures | 0.00 | 0.00 | INR Zero Only | 4 | Construction of chamber for 100mm sluice plates | item5 | 10 | Nos | ||||||||||||||||||||||||||||||||||||||||||||||
| Quoted Rate in Figures | Select | % | 0 | 0 | Zero Only | |||||||||||||||||||||||||||||||||||||||||||||||||
| Quoted Rate in Words | INR Zero Only |
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