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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹45.6 LAdmitted-Finance | -15.00% | ₹45.6 L | L1 | Admitted-Finance |
| 2 | L2₹46.8 LAdmitted-Finance | -12.64% | ₹46.8 L | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | - | Rejected-Technical Affadavit regarding Technical Manpower enclosed not as per Requirement |
Tender Value
₹53.6 L
EMD Value
₹1.1 L
Closing Date
19 May 2026, 5:00 pmClosed
Executive Engineer PMGSY Division Jammu
Executive Engineer PMGSY Division Jammu
Permanent Restoration of Shoara to Kamdhani road damaged during the heavy rainfalls of August-September 2025 under SASCI 2025-26, Package No. JK05-79, Block Khour, District Jammu
2026_JKRRD_147576_1
e-NIT No.EE/PMGSY/J/09 of 2026-27 Dated.11.05.2026
Open Tender
Civil Works - Roads
30 days
Jammu
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,600
₹1.1 L
Executive Engineer PMGSY Division Jammu
10 Jun 2026
12 May 2026
20 May 2026
12 May 2026
19 May 2026
12 May 2026
13 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 : | 996 | Cum | 256.85 | ₹2,55,822.6 |
| 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) | 10 | Cum | 4,826.5 | ₹48,265 |
| 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) | 33.5 | Cum | 7,564.8 | ₹2,53,420.8 |
| 4 | 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. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 2.74 | Cum | 8,422.45 | ₹23,035.4 |
| 5 | Random Rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including levelling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) and curing complete at window sills, ceiling level and the like: Cement mortar 1:6 (1 Cement : 6 coarse sand) | 63 | Cum | 6,857.45 | ₹4,32,019.35 |
| 6 | Supply and packing of stone boulder in GI wire crates apron complete as per design and technical specifications and including cost of wire | 1,621.2 | Cum | 1,765.59 | ₹28,62,374.51 |
| 7 | Slip Clearance In soils; mixed with moorum/Kankar/shingle/boulders; disposal
lead upto 50 m and lift upto 1.5 m. | 1,427.58 | Cum | 331.15 | ₹4,72,743.12 |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns | 100 | Sqm | 286.35 | ₹28,635 |
| 9 | Providing, laying, spreading and compacting graded stone aggregate (Size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper at site, for all lead and lift , laying in uniform layers with mechanical paver finisher in sub-base/base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and direction of Engineer-in-charge.(WMM is also laid in stretches) | 93.75 | Cum | 1,885.95 | ₹1,76,807.81 |
| 10 | Providing and applying tack coat using hot straight run bitumen of grade – VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications.On bitumen surface @ 0.50 Kg/sqm. | 750 | Sqm | 55.2 | ₹41,400 |
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