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| 1 | Percentage BoQ BoQ_Ver3.0 Percentage Normal INR Only INR Select, At Par, Excess (+), Less (-) IOCL Tender Inviting Authority: EXECUTIVE ENGINEER REW DIVISION KATHUA Name of Work;- Construction of DEWAT of 15 KLD Capacity at Pyt. Chann Arrorian Block Barnoti Distt Kathua under SBM-G for the year 2025-26 ESTT AMOUNT 20.40 LACS Contract NO:-Ayush Mission 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 ) NUMBER # TEXT # TEXT # NUMBER # TEXT # NUMBER NUMBER TEXT TEXT # NUMBER # TEXT# TEXT # NUMBER # NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER # NUMBER # TEXT TEXT NUMBER # NUMBER # DATE NUMBER # NUMBER # TEXT # S. No. Item Description Item Code / Make Quantity Units Estimated Rate inRs. 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 inRs. P TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words |
| 2 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : |
| 3 | Dumping stone inluding cost of stones.in Horizontal on level |
| 4 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). |
| 5 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 6 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level- Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 7 | 12mm Cement plaster finished with a floating coat of neat cement of mix: Cement mortar 1:4 (1cement, 4sand) |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns etc. for mass concrete. |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platforms. |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form for:- Edges of slabs and breaks in floors and walls- Under 20 cm wide. |
| 12 | Providing and fixing on wall face Rigid Unplasticised rigid PVC (upvc) Single socketed 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 diameter (minimum wall thickness 2.2mm) |
| 13 | 110mm dia PVC Tee,cowl, elbow Pipes for Settler+ABR+AF |
| 14 | 110mm dia vertical pipes for ABR & AF |
| 15 | 160mm dia PVC Pipe at AF for Desludging |
| 16 | 160mm dia PVC Tee Pipes |
| 17 | 110mm for settler inlet |
| 18 | Perforated 160mm diaa PVC pipe (Heavy) |
| 19 | Perforated 110mm diaa PVC pipe (Heavy) |
| 20 | Providing and laying of Cinder of 120mm-150mm size free from debris and dust, includes procuring,transporation and laying into the anaerobic filter as per instruction of Engineer-in-charge |
| 21 | Carriage of materials ie sand and Coarse aggwith avg lead of 10kms |
| 22 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) includingdisposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed byEngineer-in-Charge. All kinds of soil : |
| 23 | Dumping stone inluding cost of stones.in Horizontal on level |
| 24 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). |
| 25 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 26 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level- Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 27 | 12mm Cement plaster finished with a floating coat of neat cement of mix: Cement mortar 1:4 (1cement, 4sand) |
| 28 | Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns etc. for mass concrete. |
| 29 | Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 30 | Supplying Unplasticised PVC pipes conforming to IS 15328:2003 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cut of pipes wherever necessary including jointing of UPVC pipes(with cost of elastomeric sealing rings) and specials(excluding cost of specials)with jointing of approved type, with all labour, with all lead & lift including encasing the pipe alround to a depth of not less than 15cms with soft gravel or selected earth available from the excavation etc complete and giving necessary hydraulic test to the required pressure as per ISS(contractor will make his own arrangements for procuring water for testing) |
| 31 | Providing and laying of coarse aggregate size as below after washing & sieving to make it freefrom fines & dust. |
| 32 | Providing and planting common reeds or otherrhizome |
| 33 | Sand and coarse Agg. Average Lead of 10 km by M.T |
| 34 | E/work in excavation in foundation & footings lead upto 25 mtr lift of 1.5 mtr. By mechanical means |
| 35 | C.conc. M5 Grade using 40mm stone agg. |
| 36 | C.conc.M10 Grade with 30% plumb,using 40mm stone agg. |
| 37 | C.conc.M10 Grade with 30% plumb,using 20mm stone agg. |
| 38 | Supply & dumping of stone on horizontal incl. cost of stone. |
| 39 | Centering and shuttering incl. Propping and removal of same. |
| 40 | Foundation |
| 41 | Edges |
| 42 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 43 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level- Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 44 | Sand and coarse Agg. Average Lead of 10 km by M.T |
| 45 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed. All kinds of soil. |
| 46 | Providng and laying in position cement concrete of specified grade in excluding cost of centering, shuttering all work upto plinth level 1:5:10 (1 cement : 5 coarse sand : 10 graded crushed 40mm agg.) including all leads, lifts and carriages complete. |
| 47 | Providng and laying in position cement concrete of specified grade in excluding cost of centering, shuttering all work upto plinth level 1:3:6 (1 cement : 3 fine sand : 6 graded crushed 20mm agg.) including all leads, lifts and carriages complete. |
| 48 | 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. Hot finished welded type tubes. |
| 49 | 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-incharge. Made of G.I. wire of dia 4 mm |
| 50 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20mm nominal size stone aggregate. |
| 51 | Sand and coarse Agg. Average Lead of 10 km by M.T |
| 52 | E/work in surface excavation in AKS not more then 20 cm in depth |
| 53 | C.conc. M5 Grade using 40mm stone agg. |
| 54 | C.conc.M10 Grade with 20% plumb,using 20mm stone agg. |
| 55 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of fine sand, filling the joints with coarse sand etc. all complete ar per directions of Engineer-in-charge. |
| 56 | Sand and coarse Agg. Average Lead of 10 km MT |
| 57 | CIB Total in Figures Excess(+) 1.0 Full Conversion INR 2040506.11 2040506.11 INR Twenty Lakh Forty Thousand Five Hundred & Six and Paise Eleven Only 4.0 Construction of chamber for 100mm sluice plates item5 10.0 Nos Quoted Rate in Figures Select 0.0 0.0 INR Zero Only Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information |
