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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.7 LAdmitted-Fee/PreQual/Technical/Finance | -38.11% | ₹4.7 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹4.7 L+₹3,094.82 (0.66%)Admitted-Fee/PreQual/Technical/Finance | -37.70% | ₹4.7 L+₹3,094.82 (0.66%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹5.2 L+₹49,894.61 (10.7%)Admitted-Fee/PreQual/Technical/Finance | -31.50% | ₹5.2 L+₹49,894.61 (10.7%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹5.2 L+₹51,404.28 (11.0%)Admitted-Fee/PreQual/Technical/Finance | -31.30% | ₹5.2 L+₹51,404.28 (11.0%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹5.3 L+₹61,292.62 (13.1%)Admitted-Fee/PreQual/Technical/Finance GROUND FLOOR 05 WANABAL NEAR RAILWAY BRIDGE WANABAL NOWGAM SRINAGAR GUND CHECK PORA B K PORA KANIPORA BK PORA | -29.99% | ₹5.3 L+₹61,292.62 (13.1%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹7.5 L
EMD Value
₹15,100
Closing Date
23 Jun 2026, 4:00 pmClosed
Executive Engineer RNB Division Pulwama
Executive Engineer RNB Division Pulwama
Middle School Wanpora Boundry wall (sno.1478)
2026_PWDJK_312074_1
30/EEP/RNB/of 2026-2027/2062-72 Dt.10.06.2026
Open Tender
Civil Works
Percentage
30 days
Pulwama
as per nit
3 documents required · 3 mandatory
₹300
Bearing No 0470010200000099
₹15,100
29 Jun 2026
10 Jun 2026
24 Jun 2026
10 Jun 2026
23 Jun 2026
10 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 |
|---|---|---|---|---|---|
| 1 | Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material as per direction of Engineer-in-charge: in cement mortor | - | cum | - | - |
| 2 | 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 | - | cum | - | - |
| 3 | Providing and laying of stone soiling dully hand packed including carriage of stone soling with loading unloading and stacking complete. | - | cum | - | - |
| 4 | Providing and laying in position cement concrete of specified grade excl. the cost of centering and shutering. All work upto plinth level 1:4:8 (1cement: 4fine sand: 8 graded stone aggregate 40mm nominal size)(Crushed). | 1 | cum | 1 | ₹1 |
| 5 | Providing and laying in position cement concrete of specified grade excl. the cost of centering and shutering. All work upto plinth level 1:2:4 (1cement: 2 fine sand: 4 graded stone aggregate 20mm nominal size)(Crushed). | 1 | cum | 1 | ₹1 |
| 6 | Brick work with common burnt clay F.P.S (non-modular) bricks of class designation 75 in super structure in Cement mortar 1:6 ( cement : 6 Fine Sand) | - | cum | - | - |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. | 1 | sqm | - | - |
| 8 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 1 | kgs | 1 | ₹1 |
| 9 | Providing corrugated G. S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/vertical or curved surface)excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.0.50 mm thick with zinc coating not less than 275 gram/m2 | 1 | sqm | - | - |
| 10 | Providing 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 | - | sqm | 1 | - |
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