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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.5 LAdmitted-Finance | -7.00% | ₹1.5 L | L1 | Admitted-Finance |
| 2 | L2₹1.6 LAdmitted-Finance | -0.26% | ₹1.6 L | L2 | Admitted-Finance |
| 3 | L3₹1.7 LAdmitted-Finance NA | +4.00% | ₹1.7 L | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical Turnover not as per requirement |
Updated dates
Tender Value
₹28 L
EMD Value
₹56,000
Closing Date
13 May 2026, 5:00 pmClosed
Executive Engineer PMGSY Division Jammu
Executive Engineer PMGSY Division Jammu
Permanent Restoration of T05 to Papar Abtara road damaged during the heavy rainfalls of August-September 2025 under SASCI 2025-26, Package No. JK05-158, Block Samba, District Samba
2026_JKRRD_147456_1
e-NIT No.EE/PMGSY/J/06 of 2026-27 Dated.02.05.2026
Open Tender
Civil Works - Roads
30 days
Jammu
Please refer Tender documents.
3 documents required · 3 mandatory
₹800
₹56,000
Executive Engineer PMGSY Division Jammu
25 May 2026
4 May 2026
14 May 2026
4 May 2026
13 May 2026
4 May 2026
5 May 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 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:
2.9.1 All kinds of soil : | 212.4 | Cum | 256.85 | ₹54,554.94 |
| 2 | 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 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 9.42 | Cum | 5,202.9 | ₹49,011.32 |
| 3 | 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 etc upto 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) | 245.8 | Cum | 7,564.79 | ₹18,59,425.38 |
| 4 | Supply and packing of stone boulder in GI wire crates apron complete as per design and technical specifications and including cost of wire | 207.36 | Cum | 1,765.59 | ₹3,66,112.74 |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, walls (any thickness) including attached pilasters
buttresses, plinth and string course fillets, kerbs andsteps etc. | 456 | Sqm | 628.94 | ₹2,86,796.64 |
| 6 | Hand-packing stones in wire-crates; excluding cost of crates and stones | 50.74 | Cum | 371.15 | ₹18,832.15 |
| 7Carriage of Material by Mechanical Transport including loading & unloading stacking at site complete. | |||||
| 7.01 | Sand nominal size average lead 21 KM by MT. | 114.84 | Cum | 279.03 | ₹32,043.81 |
| 7.02 | Stone-Aggregates nominal size average lead 21 KM by MT. | 227.14 | Cum | 303.33 | ₹68,898.38 |
| 7.03 | Stone at an average lead 24 KM by MT. | 195.89 | Cum | 328.3 | ₹64,310.69 |
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