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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹28.8 LAdmitted-Finance | -27.30% | ₹28.8 L | L1 | Admitted-Finance |
| 2 | L2₹39.1 L+₹10.3 L (35.8%)Admitted-Finance | -1.25% | ₹39.1 L+₹10.3 L (35.8%) | L2 | Admitted-Finance |
| 3 | L3₹39.3 L+₹10.5 L (36.3%)Admitted-Finance | -0.92% | ₹39.3 L+₹10.5 L (36.3%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical rejected |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical rejected |
Tender Value
₹39.6 L
EMD Value
₹79,260
Closing Date
27 Jul 2026, 4:00 pmClosed
Executive Engineer Construction Division kashmir
Executive Engineer Construction Division kashmir Bakhshi Stadium
Upgradation of play field at Hedar Maiden Wayil Ganderbal by way of 01 No. Volleyball Court and 2 No. Practice pitch
2026_SPORT_314311_3
08 of 2026-27
Open Tender
Civil Works
Percentage
srinagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
EX ENGINEER CDK
₹79,260
Yes
1 Sept 2026
2 Jul 2026
28 Jul 2026
2 Jul 2026
27 Jul 2026
2 Jul 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 |
|---|---|---|---|---|---|
| 1 | filling
Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters. with earth or quarry spoils etc. and rerolling the subgrade. | 8,000 | Sqm | 91.75 | ₹7,34,000 |
| 2 | Consolidation of subgrade with power road roller of 8 to 12 tonne capacity
including making good the undulations etc. with earth or quarry spoils etc.
and rerolling the subgrade. | 8,000 | Sqm | 2.8 | ₹22,400 |
| 3 | Net Practice Pitch
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, within a lead of 50 metres:
All kinds of soil : | 38.58 | Cum | 576.45 | ₹22,239.44 |
| 4 | P/L of stone soling hand packed,incl ramming with heavy rammer incl. all carriage upto site of work | 13.64 | Cum | 1,000 | ₹13,640 |
| 5 | P/L in position cement concrete in foundation and plinth excluding the cost of centring and shuttering all work upto plinth level
(1;4;8) stone aggregate 40 mm nominal size crushed aggregate (Including carriage ) | 9.1 | Cum | 5,202.9 | ₹47,346.39 |
| 6 | P/L in position Reinfored cement concrete of specified grade excluding the cost of shuttering and centring finishing and reinforcement all work upto plinth level 1:1.5:3 Mix | 13.18 | Cum | 7,275.25 | ₹95,887.8 |
| 7 | Steel reinforcement for RCC work incl straightening ,cutting, hoisting ,placing, in position all complete (TMT Bars incl. Carriage | 790.1 | Kgs | 123.2 | ₹97,340.32 |
| 8 | P/f M/s piep 65mm Dia incl. fixing and applying one coat of red oxide primer and two coats of synthetic enamel paint of approved brand and manufacturer including fixing bottom Ms plate of 12x12' of 6mm thick including hooks etc all necessary fixuteres complete. | 1,310.01 | Kgs | 138.2 | ₹1,81,043.38 |
| 9 | Centering and shuttering incl shuttering propping etc and removal of form work for foundation footing bases of columns | 27.98 | Sqm | 286.35 | ₹8,012.07 |
| 10 | P/F of synthetic polythene twin thickness knotted net 3 mm guage and 50x50 mm mesh | 470.2 | Sqm | 350 | ₹1,64,570 |
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