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Tender Value
₹72.0 L
EMD Value
₹1.4 L
Closing Date
13 Jun 2026, 5:00 pm6d left
Executive Engineer PMGSY Division Jammu
Executive Engineer PMGSY Division Jammu
Permanent Restoration of L052-Padami to Galali road damaged during the heavy rainfalls of August-September 2025 under SASCI 2025-26, Package No. JK05 153, Block Bhalwal Brahmana, District Jammu
2026_JKRRD_148175_1
e-NIT No. EE/PMGSY/J/15 of 2026-27 Dated. 05.06.2026
Open Tender
Civil Works - Roads
30 days
Jammu
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,600
₹1.4 L
Executive Engineer PMGSY Division Jammu
6 Jun 2026
6 Jun 2026
15 Jun 2026
6 Jun 2026
13 Jun 2026
6 Jun 2026
8 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 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 : | 778.95 | Cum | 256.85 | ₹2,00,073.31 |
| 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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 39.06 | Cum | 5,733.6 | ₹2,23,954.42 |
| 3 | 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 5.1.2 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | 7.8 | Cum | 7,788.4 | ₹60,749.52 |
| 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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 64.01 | Cum | 5,202.9 | ₹3,33,037.63 |
| 5 | Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) | 552.49 | Cum | 5,402.9 | ₹29,85,048.22 |
| 6 | Dry random rubble masonry with hard stone in foundation and plinth: With bond stone. | 615.49 | Cum | 3,262.1 | ₹20,07,789.93 |
| 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 | 272.4 | Cum | 416.5 | ₹1,13,454.6 |
| 8 | Supply and packing of stone boulder in GI wire crates apron complete as per design and technical specifications and including cost of wire | 138.24 | Cum | 1,765.59 | ₹2,44,075.16 |
| 9 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc.
complete. 50 mm thick with 20mm nominal size stone aggregate. | 146.16 | Cum | 578.15 | ₹84,502.4 |
| 10 | viding, 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 to site, for all leads & lifts, 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 directions of Engineer-in-Charge | 45 | Cum | 1,885.95 | ₹84,867.75 |
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