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| 1 | Percentage BoQ BoQ_Ver3.0 Percentage Normal INR Only INR Select, At Par, Excess (+), Less (-) IOCL Tender Inviting Authority: CHIEF ENGINEER PMGSY JKRRDA JAMMU ON BEHALF OF GOVT. OF JAMMU AND KASHMIR UT. Name of Work: Permanent Restoration of road from T02 -Block Boundary Billawar to Katli Package No. JK07-156, Block- Billawar, District- Kathua under Capex Budget 2025-26 (2181-PMGSY Roads) under SASCI 2025-26 Contract No: Package No. JK07-156 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 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 GST @ 18% 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 Excluding GST TOTAL AMOUNT(In Rs) TOTAL AMOUNT (In Words) |
| 2 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches forfoundations, 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 sidesand ramming of bottoms lift upto 1.5 m, including getting out excavated earth anddisposal of surplus excavated earth as directed, within a lead of 50 metres, as directed byEngineer-in-Charge. All kind of Soil 70% Ordinary Rock 20% Hard Rock 10% |
| 3 | Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 4 | Providing and laying in position cement concrete of specified grade including curing butexcluding 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 damp-proof Course 50 mm thick with cement concrete 1:2:4 (1cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete (Coping) |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete. |
| 7 | Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) |
| 8 | Dry random rubble masonry with hard stone in foundation and plinth with bond stone. |
| 9 | Hand-packing stones filling in wire-crates; including cost of crates and stones. |
| 10 | Dumping stone including cost of stones in Horizontal on level |
| 11 | Providing and laying watering and compacting in layers not exceeding 200mm thick with 80-100KN roller,river bed material free from organic material mixed with coarse aggregate round nallah shingle max. aggregate size 75mm thick including carriage from source to site of work including of all leads and lift complete. |
| 12 | Providing and laying non-pressure of specified class R.C.C. pipesincluding collars/spigot jointed with stiff mixture of cement mortar in theproportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc.complete Non-pressure NP-3 class (Medium duty) R.C.C. pipes 1000 mm dia. R.C.C. pipe |
| 13 | Slips Clearance In soils; mixed with moorum/Kankar/shingle/boulders; disposallead upto 50 m and lift upto 1.5 m. |
| 14 | Carriage of Material by mechanical transport from source to site of work includidng loading/un-loading completeSand / Stone aggregate below 40 mm for average distance 17.0 km |
| 15 | Stone aggregate Above 40 mm for average distance 17.0 km |
| 16 | Stone for an average lead of 14.0 Km Total in Figures 14058426.51 16879048.96 INR One Crore Sixty Eight Lakh Seventy Nine Thousand &Forty Eight and Paise Ninety Six 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 |
