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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 CrAccepted-Finance | ₹2.8 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹2.9 Cr+₹4.0 L (1.41%)Rejected-Finance | ₹2.9 Cr+₹4.0 L (1.41%) | L2 | Rejected-Finance L2 |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹3.3 Cr
EMD Value
₹6.7 L
Closing Date
9 Jul 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
Upgradation and Widening of Raipur Domana Link Road (Under UT Capex Road Sector 2025-26
2026_PWDJK_312327_1
e-NIT No. SENJ/08 of 2026-27 dated 11-06-2026
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
₹6.7 L
Office of the SE PWD North Jammu, Lok Nirman Bawan
21 Jul 2026
13 Jun 2026
10 Jul 2026
13 Jun 2026
9 Jul 2026
13 Jun 2026
18 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 | 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 | 3,175.2 | CUM | 479.3 | ₹15,21,873.36 |
| 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 : | 407.38 | CUM | 256.85 | ₹1,04,635.55 |
| 3 | Excavating, supplying and filling of local earth (including royalty)by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | 974.88 | CUM | 276.6 | ₹2,69,651.81 |
| 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: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) | 354.02 | CUM | 4,826.5 | ₹17,08,677.53 |
| 5 | 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) | 1,984.35 | CUM | 5,733.6 | ₹1,13,77,469.16 |
| 6 | 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 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | 106.88 | CUM | 7,788.4 | ₹8,32,424.19 |
| 7 | 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 | 1,764 | SQM | 416.5 | ₹7,34,706 |
| 8Centering and shuttering including strutting, propping etc. and removal of form for | |||||
| 8.01 | Foundations, footings, bases of columns etc. for mass concrete | 11,117.2 | SQM | 286.35 | ₹31,83,410.22 |
| 8.02 | Suspended floors, roofs, landings, balconies and access platforms. | 234.5 | SQM | 718.2 | ₹1,68,417.9 |
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