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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 CrAccepted-Finance 306 B 2 SOUTH BLOCK BAHU PLAZA JAMMU 180004 | JAMMU | JAMMU | JAMMU AND KASHMIR | 180004 | ₹3.0 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹3.1 Cr+₹8.9 L (2.92%)Rejected-Finance | ₹3.1 Cr+₹8.9 L (2.92%) | L2 | Rejected-Finance L2 |
| 3 | L3₹3.4 Cr+₹33.1 L (10.9%)Rejected-Finance | ₹3.4 Cr+₹33.1 L (10.9%) | L3 | Rejected-Finance L3 |
| 4 | L4₹3.4 Cr+₹40.3 L (13.3%)Rejected-Finance VILLAGE DHANGRI TEHSIL DISTRICT RAJOURI | RAJOURI | RAJOURI | JAMMU AND KASHMIR | ₹3.4 Cr+₹40.3 L (13.3%) | L4 | Rejected-Finance L4 |
| 5 | L5₹3.4 Cr+₹40.9 L (13.5%)Rejected-Finance DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹3.4 Cr+₹40.9 L (13.5%) | L5 | Rejected-Finance L5 |
Tender Value
₹5.8 Cr
EMD Value
₹11.7 L
Closing Date
24 Mar 2026, 6:00 pmClosed
SE PWD North Jammu, Lok Nirman Bawan
Office of the SUPERINTENDING ENGINEER PWD(R and B) NORTH CIRCLE JAMMU, Lok Nirman Bawan Jammu
Permanent Restoration of Sidhra - Surinsar -Mansar Double lane Road Km 1st to 37th .
2026_PWDJK_303699_1
e-NIT No.SENJ/36 of 2025-26 dated 17-02-2026
Open Tender
Civil Works
Percentage
365 days
Jammu
Please refer Tender documents.
3 documents required · 3 mandatory
₹6,000
Superintending Engineer PWD Circle North Jammu
₹11.7 L
Office of the SE PWD North Jammu, Lok Nirman Bawan
9 Apr 2026
18 Feb 2026
25 Mar 2026
18 Feb 2026
24 Mar 2026
18 Feb 2026
2 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 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. | |||||
| 1.01 | All kinds of soil : | 787.5 | Cum | 187.3 | ₹1,47,498.75 |
| 1.02 | Ordinary Rock | 787.5 | Cum | 392.8 | ₹3,09,330 |
| 2 | 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 : | 4,633.28 | Cum | 256.85 | ₹11,90,057.97 |
| 3 | Providing 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: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) | 394.52 | Cum | 4,826.5 | ₹19,04,150.78 |
| 4 | Providing 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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 572.4 | Cum | 5,733.6 | ₹32,81,912.64 |
| 5 | Providing 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 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 767.26 | Cum | 7,104.35 | ₹54,50,883.58 |
| 6 | Steel 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. | 76,725.5 | Kg | 123.2 | ₹94,52,581.6 |
| 7 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 2,126.6 | Cum | 7,564.8 | ₹1,60,87,303.68 |
| 8 | Dry random rubble masonry with hard stone in foundation and plinth:Without bond stone | 2,126.98 | Cum | 2,793.8 | ₹59,42,356.72 |
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