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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹71.0 LAccepted-Finance | ₹71.0 L | L1 | Accepted-Finance L1 |
| 2 | L2₹89.9 LRejected-Finance | ₹89.9 L | L2 | Rejected-Finance L2 |
| 3 | L3₹99.7 LRejected-Finance NA | ₹99.7 L | L3 | Rejected-Finance L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical Annual Turnover uploaded not as per Requirement |
| 5 | Rejected-Technical | - | - | Rejected-Technical Annual Turnover uploaded not as per Requirement |
Tender Value
₹100.0 L
EMD Value
₹2 L
Closing Date
20 May 2026, 5:00 pmClosed
Executive Engineer PMGSY Division Jammu
Executive Engineer PMGSY Division Jammu
Permanent Restoration of Bharatgarh to Hardulivian road damaged during the heavy rainfalls of August-September 2025 under SASCI 2025-26, Package No. JK05-184, Block Sumb, District Samba
2026_JKRRD_147637_1
e-NIT No.EE/PMGSY/J/11 of 2026-27 Dated.13.05.2026
Open Tender
Civil Works - Roads
30 days
Jammu
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,600
₹2 L
Executive Engineer PMGSY Division Jammu
10 Jun 2026
14 May 2026
21 May 2026
14 May 2026
20 May 2026
14 May 2026
15 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: All kinds of soil : | 2,077.5 | Cum | 256.85 | ₹5,33,605.88 |
| 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 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) | 30 | Cum | 4,826.5 | ₹1,44,795 |
| 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 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) | 300 | Cum | 7,564.8 | ₹22,69,440 |
| 4 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns | 900 | Sqm | 286.35 | ₹2,57,715 |
| 5 | Providing and laying river bed material on road surface including watering and compaction with power road roller under optimum moisture condition to give atleast dry density including all carriage lead lift loading handling rehanding complete | 675 | Cum | 550 | ₹3,71,250 |
| 6 | Slip Clearance in Soils; mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50m and lift upto 1.5 m | 1,694 | Cum | 331.15 | ₹5,60,968.1 |
| 7 | Supplying and packing of Stone boulder in GI wire Crate apron complete as per design and technical specifications and including cost of wire | 2,721.6 | Cum | 1,765.59 | ₹48,05,229.74 |
| 8Carriage of Material by Mechanical Transport including loading & unloading stacking at site complete. | |||||
| 8.01 | Sand nominal size average lead 10 KM by MT. | 148.5 | Cum | 274.49 | ₹40,761.77 |
| 8.02 | Stone-Aggregates nominal size average lead 15 KM by MT. | 293.7 | Cum | 409.94 | ₹1,20,399.38 |
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