Items - Construction of compound wall from Health Centre to REC school and road side
| Item Rate BoQ | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| BoQ_Ver4.0 | Item Rate | Normal | INR Only | INR | ||||||||||||||||||||||||||||||||||||||||||||||||||
| Select, Excess (+), Less (-) | Less (-) | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Tender Inviting Authority: Director, NIT Calicut | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Name of Work: Construction of compound wall from Health Centre to REC school and road side | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Contract No: Engg/D1/JE9/398/2024-25 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 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 | 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 | TOTAL AMOUNT With Taxes | TOTAL AMOUNT In Words | ||||||||||||||||||||||||||||||||||
| 1 | 2 | 3 | 4 | 5 | 6 | 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 | 53 | 54 | 55 |
| 1 | EARTH WORK | 1 | Construction of chamber for 100mm sluices valve | item1 | 10 | 1 Nos | ||||||||||||||||||||||||||||||||||||||||||||||||
| 1.1 | Earth work in excavation 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 anywhere in campus and for all lift, as directed by Engineer-in-charge. | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| 1.11 | All kinds of soil | 51.000 | cum | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 1.2 | Felling trees of the 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. | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| 1.21 | Beyond 30 cm girth upto and including 60 cm girth | 5.000 | each | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 1.22 | Beyond 60 cm girth upto and including 120 cm girth | 2.000 | Each | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 2 | CEMENT CONCRETE (CAST IN SITU) | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| 2.1 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| 2.11 | 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) | 9.000 | CUM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 3 | REINFORCED CEMENT CONCRETE | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| 3.1 | 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 : | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| 3.11 | 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) | 4.000 | cum | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 3.2 | 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: | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| 3.21 | 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) | 5.000 | cum | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 3.3 | Centering and shuttering including strutting, propping etc. and removal of form for | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| 3.31 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | 106.000 | sqm | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 3.4 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| 3.41 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | 320.000 | kg | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 3.5 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| 3.51 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | 500.000 | kg | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 4 | MASONRY WORK | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| 4.1 | Laterate masonry with neatly dressed laterate 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.. | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| 4.11 | Cement Mortar 1:6 (1 cement : 6 coarse sand). | 20.000 | cum | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 4.2 | solid masonry with neatly dressed precastsolid block of size 40x20x15cm or nearest size for superstructure above plinth level to floor two level including all cost of materials, labour charges etc. | 17.000 | cum | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 5 | STONE WORK | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| 5.1 | 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 : | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| 5.11 | Cement mortar 1:6 (1 cement : 6 coarse sand) | 21.000 | cum | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 5.2 | 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 available dismantled stone | 20.000 | cum | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 6 | STEEL WORK | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| 6.1 | Steel work in built up tubular (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. | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| 6.11 | GI Tubular TATA or equvalent | 775.000 | kg | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 7 | FINISHING | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| 7.1 | 12 mm cement plaster of mix : | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| 7.11 | 1:4 (1 cement: 4 fine sand) | 335.000 | sqm | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 7.2 | Finishing walls with Acrylic Smooth exterior paint of required shade . | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| 7.21 | 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 | 305.000 | sqm | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 7.3 | 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. | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| 7.31 | On steel work | 46.000 | sqm | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 8 | Dismantling and Demolishing | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| 8.1 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material outside the campus by own arrangement | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| 8.11 | In cement mortar | 50.000 | cum | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 8.2 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material outside the campus by own arrangement | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| 8.21 | In cement mortar | 35.000 | cum | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 9 | ROAD WORK | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| 9.1 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. | 110.000 | sqm | 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 | 0.0000 | 0.0000 | Zero Only | ||||||||||||||||||||||||||||||||||||||||||||||||||
| Quoted Rate in Words | INR Zero Only |
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