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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.1 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹25.4 L+₹2.3 L (9.88%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹30.6 L+₹7.5 L (32.5%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹33.0 L+₹9.9 L (42.8%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹33.0 L+₹9.9 L (43.0%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | YAWAR MUSTAFA CONSTRUCTIONS PVT LTD L4 | DASTGEER CONSTRUCTION PVT LTD L2 | MALIK CONSTRUCTION INFRA PVT LTD L3 | Pawan Singh L1 | SAFA INFRASTRUCTURE PRIVATE LIMITED L7 | Synviro Solutions Private Limited L8 | Satwal Construction Pvt Ltd L9 | M/S BANSI LAL CONSTRUCTION AND CO L5 | BALDEV SINGH L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : | 218.7 | Cum | 400 ₹87,480 | 180 ₹39,366 | 400 ₹87,480 | 100 ₹21,870 Lowest | 400 ₹87,480 | 300 ₹65,610 | 480 ₹1,04,976 | 500 ₹1,09,350 | 300.5 ₹65,719.35 |
| 2.00 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : | 24.3 | Cum | 500 ₹12,150 | 180 ₹4,374 Lowest | 1,000 ₹24,300 | 200 ₹4,860 | 700 ₹17,010 | 500 ₹12,150 | 400 ₹9,720 | 1,500 ₹36,450 | 400 ₹9,720 |
| 3.00 | 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: 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | 100.2 | Cum | 9,000 ₹9,01,800 | 5,700 ₹5,71,140 | 6,000 ₹6,01,200 | 5,000 ₹5,01,000 Lowest | 7,500 ₹7,51,500 | 5,100 ₹5,11,020 | 5,300 ₹5,31,060 | 11,000 ₹11,02,200 | 7,500 ₹7,51,500 |
| 4.00 | 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), B - Nallah Stone | 75 | Cum | 4,000 ₹3,00,000 | 3,700 ₹2,77,500 | 3,200 ₹2,40,000 | 3,000 ₹2,25,000 Lowest | 6,000 ₹4,50,000 | 5,200 ₹3,90,000 | 3,800 ₹2,85,000 | 3,600 ₹2,70,000 | 4,000 ₹3,00,000 |
| 5.00 | 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), B - Nallah Stone | 360 | Cum | 4,250 ₹15,30,000 | 3,500 ₹12,60,000 | 3,200 ₹11,52,000 Lowest | 3,500 ₹12,60,000 | 5,300 ₹19,08,000 | 6,250 ₹22,50,000 | 5,100 ₹18,36,000 | 3,600 ₹12,96,000 | 4,756.28 ₹17,12,260.8 |
| 6.00 | 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 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | 10.5 | Cum | 8,000 ₹84,000 | 5,700 ₹59,850 | 3,200 ₹33,600 Lowest | 5,000 ₹52,500 | 8,500 ₹89,250 | 5,200 ₹54,600 | 6,800 ₹71,400 | 15,000 ₹1,57,500 | 8,000 ₹84,000 |
| 7.00 | Steel 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 | 922.08 | Kg | 120 ₹1,10,649.6 | 89 ₹82,065.12 | 110 ₹1,01,428.8 | 100 ₹92,208 | 130 ₹1,19,870.4 | 75 ₹69,156 Lowest | 120 ₹1,10,649.6 | 140 ₹1,29,091.2 | 101 ₹93,130.08 |
| 8.00 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns | 87.2 | Sqm | 205 ₹17,876 | 265 ₹23,108 | 400 ₹34,880 | 120 ₹10,464 | 100 ₹8,720 Lowest | 750 ₹65,400 | 885 ₹77,172 | 500 ₹43,600 | 300 ₹26,160 |
| 9.00 | 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 40 mm nominal size) | 0.3 | Cum | 9,500 ₹2,850 | 4,000 ₹1,200 | 1,500 ₹450 Lowest | 4,000 ₹1,200 | 6,500 ₹1,950 | 4,200 ₹1,260 | 7,854 ₹2,356.2 | 6,000 ₹1,800 | 6,500 ₹1,950 |
| 10.00 | Supplying,filling,spreading and leveling stone boulders of size range 5cm to 20 cm, in recharge pit in the required thickness for all leads and lifts all complete as per direction of Engineer-in charge. | 315 | Cum | 800 ₹2,52,000 | 700 ₹2,20,500 | 2,500 ₹7,87,500 | 450 ₹1,41,750 Lowest | 500 ₹1,57,500 | 2,000 ₹6,30,000 | 3,851 ₹12,13,065 | 500 ₹1,57,500 | 1,000 ₹3,15,000 |
Tender Value
₹48.0 L
EMD Value
₹96,000
Closing Date
31 Jul 2026, 6:00 pmClosed
Group Senior Manager(PNC)
Group Senior Manager(PNC) Sawalkote H.E. Project, Tanger Distt. -Ramban (JK)- 182144
Protection work of Kaura Bridge abutment and its return wall at RD 2200 of Project Access Road, Sawalkote HE Project, Tanger, Dist-Ramban, Jammu and Kashmir
2026_NHPC_916018_1
NH/SHEP/PNC/2026/PR16726/44
Open Tender
Civil Works
Works
180 days
Sawalkote H.E. Project, Tanger, Dist. Ramban (JK)
Please refer Tender documents.
8 documents required · 8 mandatory
₹590
NHPC Limited
₹96,000
Yes
5 Oct 2026
10 Jul 2026
6 Aug 2026
10 Jul 2026
31 Jul 2026
10 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : | 218.7 | Cum | - | - |
| 2 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : | 24.3 | Cum | - | - |
| 3 | 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: 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | 100.2 | Cum | - | - |
| 4 | 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), B - Nallah Stone | 75 | Cum | - | - |
| 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), B - Nallah Stone | 360 | Cum | - | - |
| 6 | 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 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | 10.5 | Cum | - | - |
| 7 | Steel 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 | 922.08 | Kg | - | - |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns | 87.2 | Sqm | - | - |
| 9 | 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 40 mm nominal size) | 0.3 | Cum | - | - |
| 10 | Supplying,filling,spreading and leveling stone boulders of size range 5cm to 20 cm, in recharge pit in the required thickness for all leads and lifts all complete as per direction of Engineer-in charge. | 315 | Cum | - | - |
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