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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹59.1 LAdmitted-Finance 20 S O RAM NATH VILLAGE RAJNI TEHSIL SALOONI DISTT CHAMBA BAGGI KHAIRI CHAMBA HIMACHAL PRADESH 176325 UDYAM HP 02 0000604 | CHAMBA | HIMACHAL PRADESH | 176325 | ₹59.1 L | L1 | Admitted-Finance |
| 2 | L2₹67.4 LAdmitted-Finance MOHALLA KSAKRA TEHSIL DISTT CHAMBA HIMACHAL PRADESH 176310 | CHAMBA | HIMACHAL PRADESH | 176310 | ₹67.4 L | L2 | Admitted-Finance |
| 3 | L3₹75.4 LAdmitted-Finance CHAMBA HIMACHAL PRADESH 176317 INDIA | CHAMBA | HIMACHAL PRADESH | 176317 | ₹75.4 L | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical EMD/Fee not received |
| 5 | Rejected-Technical | - | - | Rejected-Technical Technically Not Qualified |
| Sl No | Description | Qty | Unit | Narain Singh Thakur L3 | ROSHAN LAL THAKUR L1 | AJAJ MOHD L2 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil. | 595.83 | Cum | 2,17,476.13 ₹2.6 L | 71,499 ₹84,368.82 | 1,78,747.5 ₹2.1 L |
| 2.00 | Centering and shuttering including strutting, propping etc. and removal of form work for :Foundations, footings, bases for columns. | 623.3 | Sqm | 3,14,766.5 ₹3.7 L | 1,05,961 ₹1.3 L | 1,86,990 ₹2.2 L |
| 3.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 coarse sand): 10 graded stone aggregate 40 mm nominal size). | 28.24 | Cum | 1,29,894.8 ₹1.5 L | 1,12,952 ₹1.3 L | 1,69,428 ₹2.0 L |
| 4.00 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand): 3graded stone aggregate 20 mm nominal size). | 173.33 | Cum | 13,51,974 ₹16.0 L | 10,39,980 ₹12.3 L | 10,39,980 ₹12.3 L |
| 5.00 | 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. | 2,539.46 | Kg | 2,56,485.46 ₹3.0 L | 2,28,551.4 ₹2.7 L | 12,69,730 ₹15.0 L |
| 6.00 | Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including ollars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 : cement : 2 fine sand) including testing of joints etc. complete. 1200 mm dia RCC pipes. (Laying by manual/ machanical means). | 60 | meter | 4,20,000 ₹5.0 L | 9,00,000 ₹10.6 L | 3,60,000 ₹4.2 L |
| 7.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 (1 Cement : 2 coarse sand) : 4 graded stone aggregate 40 mm nominal size). | 222.25 | Cum | 17,01,101.5 ₹20.1 L | 11,55,700 ₹13.6 L | 13,33,500 ₹15.7 L |
| 8.00 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. | 171.22 | Cum | 12,15,355.05 ₹14.3 L | 8,90,370 ₹10.5 L | 8,56,125 ₹10.1 L |
| 9.00 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with: Cement mortar 1:6 (1 cement : 6 coarse sand). | 101.88 | Cum | 7,64,062.5 ₹9.0 L | 4,89,000 ₹5.8 L | 3,05,625 ₹3.6 L |
| 10.00 | Providing and Fixing U-PVC Pipe ( Working pressure 4 Kg/cm2 ) Single Socketed pipe 110 mm dia for Weep holes. | 76.7 | meter | 16,490.5 ₹19,458.79 | 12,272 ₹14,480.96 | 15,340 ₹18,101.20 |
Tender Value
₹54.2 L
EMD Value
₹1.1 L
Closing Date
9 Feb 2026, 5:00 pmClosed
Dy General Manager (PnC)
Procurement and Contract Wing, CPS-I Khairi Distt. Chamba (HP) 176325.
Simni Nala Causeway with pipe culvert on TPH Road Providing Pipe culvert Simni Nala on Taleru-Power House Road CPS-1.
2026_NHPC_894603_1
NH/CPS-1/PnC/W-1595/2025-26/ 460 Dated 19/01/2026
Open Tender
Civil Works
90 days
Chamera Power Station-1
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
NHPC LIMITED
₹1.1 L
Yes
4 Apr 2026
19 Jan 2026
12 Feb 2026
19 Jan 2026
9 Feb 2026
19 Jan 2026
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil.
Centering and shuttering including strutting, propping etc. and removal of form work for :Foundations, footings, bases for columns.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 coarse sand): 10 graded stone aggregate 40 mm nominal size).
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand): 3graded stone aggregate 20 mm nominal size).
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.
Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including ollars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 : cement : 2 fine sand) including testing of joints etc. complete. 1200 mm dia RCC pipes. (Laying by manual/ machanical means).
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 (1 Cement : 2 coarse sand) : 4 graded stone aggregate 40 mm nominal size).
Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete.
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with: Cement mortar 1:6 (1 cement : 6 coarse sand).
Providing and Fixing U-PVC Pipe ( Working pressure 4 Kg/cm2 ) Single Socketed pipe 110 mm dia for Weep holes.
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