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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹36.4 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹36.8 L+₹38,459.67 (1.06%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹38.5 L+₹2.0 L (5.54%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | L4₹45.9 L+₹9.5 L (25.9%)Admitted-Finance | L4 | Admitted-Finance | ||
| 5 | L5₹46.2 L+₹9.8 L (26.9%)Admitted-Finance | L5 | Admitted-Finance |
Tender Value
₹60.1 L
EMD Value
₹1.2 L
Closing Date
3 Jul 2026, 6:00 pmClosed
Executive Engineer PWD RandB Divison Nagrota
Executive Engineer PWD RandB Divison Nagrota
Construction of New Canteen Block at Govt. Degree College Nagrota, Jammu
2026_PWDJK_313830_11
Short e-NIT No. 31 of 2026-2027/Nagrota Dated 25-06-2026
Open Tender
Civil Works
Percentage
20 days
Executive Engineer PWD(RandB)nagrota Jammu
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,500
Yes
Executive Engineer PWD RandB Divison Nagrota
₹1.2 L
Yes
13 Jul 2026
27 Jun 2026
4 Jul 2026
27 Jun 2026
3 Jul 2026
27 Jun 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth work in excavation by mechanical means (hydraulic excavator) 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, within a lead of 50 metres: All kinds of soil : | |||||
| 2Providing and laying of hand packed stone soling (size 150mm - 230mm) before layng of mud compacted consolidated rammed filling the voids in carriage upto site of work all head load complete Job. | |||||
| 3P/L cement concrete 1:4:8 mix using 40mm size crushed stone aggs. | |||||
| 4Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. Complete. | |||||
| 5Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding thecost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improveworkability without impairing strength and durability as per direction of Engineer-incharge. All work up to plinth level | |||||
| 6Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding thecost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improveworkability without impairing strength and durability as per direction of Engineer-incharge. All work above plinth level | |||||
| 7Steel 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. | |||||
| 8P/L cement concrete 1:3:6 mix using 20mm size crushed stone agg.ete | |||||
| 9Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete | |||||
| 10Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in :Cement mortar 1:6 ( 1 cement : 6 coarse sand). | |||||
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