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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹89.2 LAccepted-Finance | ₹89.2 L | L1 | Accepted-Finance L1 |
| 2 | L2₹1.0 Cr+₹12.1 L (13.6%)Rejected-Finance R O VILLAGE KOTLA TEHSIL KATRA DISTRICT REASI | ₹1.0 Cr+₹12.1 L (13.6%) | L2 | Rejected-Finance L2 |
| 3 | L3₹1.2 Cr+₹26.0 L (29.2%)Rejected-Finance | ₹1.2 Cr+₹26.0 L (29.2%) | L3 | Rejected-Finance L3 |
| 4 | L4₹1.3 Cr+₹40.1 L (45.0%)Rejected-Finance NEAR TALAB PALOURA AKHNOOR ROAD JAMMU AKHNOOR ROAD JAMMU PALOURA JAMMU JAMMU KASHMIR 180002 UDYAM JK 07 0023360 | JAMMU | JAMMU AND KASHMIR | 180002 | ₹1.3 Cr+₹40.1 L (45.0%) | L4 | Rejected-Finance L4 |
| 5 | Rejected-Technical | - | - | Rejected-Technical non-responsive |
Tender Value
₹2.0 Cr
EMD Value
₹4.0 L
Closing Date
27 Jul 2026, 6:00 pmClosed
Office of the SUPERINTENDING ENGINEER PWD(R and B)
Office of the SUPERINTENDING ENGINEER PWD(R and B) NORTH CIRCLE JAMMU, Lok Nirman Bawan Jammu
Construction of water Drainage System at Sainik School Nagrota
2026_PWDJK_314791_1
SENJ/10 of 2026-2027 dated 04-07-2026
Open Tender
Civil Works
Percentage
270 days
Nagrota
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,000
SUPERINTENDING ENGINEER PWD(R and B)
₹4.0 L
Office of the SUPERINTENDING ENGINEER PWD(R and B)
12 Aug 2026
6 Jul 2026
28 Jul 2026
6 Jul 2026
27 Jul 2026
6 Jul 2026
20 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 |
|---|---|---|---|---|---|
| 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 : | |||||
| 3Providing 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) | |||||
| 4Providing 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) | |||||
| 5Providing 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) | |||||
| 6Steel 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. | |||||
| 7Centering and shuttering including strutting, propping etc. and removal of form work for: | |||||
| 7.01 | Foundations, footings, bases for columns | - | Sqm | - | - |
| 7.02 | Suspended floors, roofs, landings, balconies and access platforms. | - | Sqm | - | - |
| 7.03 | Edges of slabs and breaks in floors and walls Under 20 cm wide | - | Sqm | - | - |
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