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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹46.0 LAdmitted-Finance | -36.14% | ₹46.0 L | L1 | Admitted-Finance |
| 2 | L2₹46.0 LAdmitted-Finance | -36.12% | ₹46.0 L | L2 | Admitted-Finance |
| 3 | L3₹48.0 LAdmitted-Finance | -33.34% | ₹48.0 L | L3 | Admitted-Finance |
| 4 | L4₹49.7 LAdmitted-Finance GOHLAD MENDHAR DISTRICT POONCH | POONCH | JAMMU AND KASHMIR | 185101 | -31.00% | ₹49.7 L | L4 | Admitted-Finance |
| 5 | L5₹50.4 LAdmitted-Finance | -30.00% | ₹50.4 L | L5 | Admitted-Finance |
Tender Value
₹72 L
EMD Value
₹1.4 L
Closing Date
30 Mar 2026, 6:55 pmClosed
EXECUTIVE ENGINEER PWD RB DIVISION MENDHAR
EXECUTIVE ENGINEER PWD RB DIVISION MENDHAR
Please refer to BOQ
2026_PWDJK_306585_3
e-NIT No 141 of 2025-26 Dated 20-03-2026
Open Tender
Civil Works
365 days
EXECUTIVE ENGINEER PWD RB DIVISION MENDHAR
Please refer to Technical Bid as per conditions of e-NIT.
2 documents required · 2 mandatory
₹1,600
Sub Treasurey Mendhar
₹1.4 L
9 May 2026
23 Mar 2026
31 Mar 2026
23 Mar 2026
30 Mar 2026
23 Mar 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. | |||||
| 2Earth 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. | |||||
| 3Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil 60%,ordinary rock 40% as per requirement of site. | |||||
| 4Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil | |||||
| 5Supplying and filling in plinth with fine sand under floors including, watering, ramming, consolidating and dressing complete | |||||
| 6Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | |||||
| 7Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement.1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | |||||
| 8Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | |||||
| 9Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | |||||
| 10Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m | |||||
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