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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.7 LAdmitted-Finance | -52.97% | ₹4.7 L | L1 | Admitted-Finance |
| 2 | L2₹5.5 L+₹78,615.88 (16.7%)Admitted-Finance | -45.11% | ₹5.5 L+₹78,615.88 (16.7%) | L2 | Admitted-Finance |
| 3 | L3₹5.6 L+₹87,517.68 (18.6%)Admitted-Finance | -44.22% | ₹5.6 L+₹87,517.68 (18.6%) | L3 | Admitted-Finance |
| 4 | L4₹5.9 L+₹1.2 L (26.3%)Admitted-Finance | -40.60% | ₹5.9 L+₹1.2 L (26.3%) | L4 | Admitted-Finance |
| 5 | L5₹6.0 L+₹1.3 L (26.9%)Admitted-Finance | -40.31% | ₹6.0 L+₹1.3 L (26.9%) | L5 | Admitted-Finance |
Tender Value
₹10 L
EMD Value
₹20,000
Closing Date
27 Jul 2026, 4:00 pmClosed
Executive Engineer PWD RnB Division Banihal
Executive Engineer PWD RnB Division Banihal
Refer to BOQ
2026_PWDJK_314220_6
24 of 2026-27
Open Tender
Civil Works
Percentage
Executive Engineer PWD RnB Division Banihal
Refer to NIT
3 documents required · 3 mandatory
₹600
Executive Engineer PWD RnB Division Banihal
₹20,000
Executive Engineer PWD RnB Division Banihal
11 Aug 2026
2 Jul 2026
28 Jul 2026
2 Jul 2026
27 Jul 2026
2 Jul 2026
8 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 |
|---|---|---|---|---|---|
| 0.0 | Earth 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 | 75.41 | cum | 256.85 | ₹19,369.06 |
| 0.0 | Earth 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: Ordinary Rock | 32.32 | cum | 493.5 | ₹15,949.92 |
| 0.0 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering .All work up to plinth level . 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) | 9.69 | cum | 5,733.6 | ₹55,558.58 |
| 0.0 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering all work up to plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 23.25 | cum | 6,591.25 | ₹1,53,246.56 |
| 0.0 | Providing and laying cement concrete in retaining walls, return walls (any thickness) including attached pilasters , columns , piers , posts, struts butteresses , string or laces , courses , parapets , coping , bed blocks , anchorblocks , plain window sills ,sunken,floors , fillets etc. upto floor five level , excluding the cost of centring , shuttering and finishing with in 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 27.56 | cum | 8,422.25 | ₹2,32,117.21 |
| 0.0 | Dry Random Rubble Masonary with hard stone in foundation and plinth Using Nallah stone without bond stone . | 116.18 | cum | 2,793.8 | ₹3,24,583.68 |
| 0.0 | Hand Packing of Stones in Horizontal on Level including cost of Stones | 23.8 | cum | 937.9 | ₹22,322.02 |
| 0.0 | Centring and shuttering including strutting propping etc. and removal of form for :- Foundations, footings, bases of columns etc for mass concrete . | 20.4 | sqm | 286.35 | ₹5,841.54 |
| 0.0 | Centring and shuttering including strutting propping etc. and removal of form for :-Walls ( any thickness ) including attached pilasters , butteresses , plinth and string course . | 135.52 | sqm | 628.95 | ₹85,235.3 |
| 0.0 | Carriage of Material by Mechnical Transport including loading, Unloading and stacking at site: i) sand for an avg lead of 65 Km by MT | 27.51 | cum | 906.7 | ₹24,943.32 |
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