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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 CrAdmitted-Finance BAIRA SIUL POWER STATION CONTRACT DIVISION SURANGANI DISTT CHAMBA HP 176317 | CHAMBA | HIMACHAL PRADESH | 176317 | ₹2.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.7 Cr+₹7.5 L (2.88%)Admitted-Finance VILLAGE SAMLEU PO KHAIRI DISTT CHAMBA HP 176325 | CHAMBA | HIMACHAL PRADESH | 176325 | ₹2.7 Cr+₹7.5 L (2.88%) | L2 | Admitted-Finance |
| 3 | L3₹2.7 Cr+₹7.6 L (2.93%)Admitted-Finance | ₹2.7 Cr+₹7.6 L (2.93%) | L3 | Admitted-Finance |
| 4 | L4₹2.9 Cr+₹27.4 L (10.5%)Admitted-Finance 402 SURYA SHARDA VILLA APARTMENT NEW PUNAI CHOUK NEW PUNAI CHOUK PATNA BIHAR 800023 | PATNA | BIHAR | 800023 | ₹2.9 Cr+₹27.4 L (10.5%) | L4 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | Rejected-Technical Technically Not Qualified |
| Sl No | Description | Qty | Unit | ajay kumar L4 | KAMAL KUMAR L1 | DUNERIA CONSTRUCTIONS PRIVATE LIMITED L2 | TILAK SINGH L3 |
|---|---|---|---|---|---|---|---|
| 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 kind of Soil | 1,642.95 | cum | 2,05,368.75 ₹2,42,335.13 | 1,62,652.05 ₹1,91,929.42 | 77,218.65 ₹91,118.01 Lowest | 1,21,578.3 ₹1,43,462.39 |
| 2.00 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete1:6:12 (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) | 773.94 | cum | 27,86,184 ₹32,87,697.12 | 16,24,500.06 ₹19,16,910.07 Lowest | 18,47,394.78 ₹21,79,925.84 | 22,98,601.8 ₹27,12,350.12 |
| 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 :1:2:4(1 Cement : 2 coarse sand): 4 graded stone aggregate 40 mm nominal size) | 3,185.09 | cum | 1,17,84,833 ₹1,39,06,102.94 Lowest | 1,24,21,851 ₹1,46,57,784.18 | 1,31,76,717.33 ₹1,55,48,526.45 | 1,26,76,658.2 ₹1,49,58,456.68 |
| 4.00 | Centering and Shuttering including propping etc and removal of form work for, Retaining wall, returns Wall, walls (any thickness) including attached pilasters buttresses, plinths and string courses fillets, kebs and steps etc. | 1,017.46 | Sqm | 3,05,238 ₹3,60,180.84 | 2,03,492 ₹2,40,120.56 | 1,69,915.82 ₹2,00,500.67 Lowest | 1,72,968.2 ₹2,04,102.48 |
| 5.00 | Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012, MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0 mm, mechanically edged/ selvedge with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge | 3,274.6 | Cum | 78,59,040 ₹92,73,667.2 | 63,85,470 ₹75,34,854.6 Lowest | 65,06,630.2 ₹76,77,823.64 | 66,14,692 ₹78,05,336.56 |
| 6.00 | 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 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. | 43.5 | Cum | 1,21,800 ₹1,43,724 | 78,300 ₹92,394 | 82,084.5 ₹96,859.71 | 71,775 ₹84,694.5 Lowest |
| 7.00 | Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. With rapid setting bitumen emulsion On W.B.M / W.M.M. @ 0.4kg/sqm | 580 | Sqm | 6,380 ₹7,528.4 | 14,500 ₹17,110 | 4,060 ₹4,790.8 Lowest | 4,640 ₹5,475.2 |
| 8.00 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix)prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. | 43.5 | Cum | 3,26,250 ₹3,84,975 | 4,78,500 ₹5,64,630 | 2,64,784.5 ₹3,12,445.71 Lowest | 2,67,525 ₹3,15,679.5 |
| 9.00 | Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. With rapid setting bitumen emulsion On bituminous surface @ 0.25kg/sqm | 580 | Sqm | 8,700 ₹10,266 | 11,600 ₹13,688 | 4,060 ₹4,790.8 Lowest | 5,220 ₹6,159.6 |
| 10.00 | Providing and laying semi-dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in- Charge.
25 mm compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. | 580 | Sqm | 1,59,500 ₹1,88,210 | 1,74,000 ₹2,05,320 | 1,43,260 ₹1,69,046.8 | 95,120 ₹1,12,241.6 Lowest |
Tender Value
₹3.7 Cr
EMD Value
₹7.3 L
Closing Date
24 Apr 2026, 5:00 pmClosed
Dy General Manager (PnC)
Procurement and Contract Wing, CPS-I Khairi Distt. Chamba (HP) 176325.
Sherpur Road Restoration work (Original road washed away completely) (Restoration of damaged Road (L 145 Mtr), along with Breast Wall (L 145 mtr) and Drain (L153 mtr) and Damaged R Wall (L 122 mtr 20.0 Mtr towards the nala) on OruSherpur Road Near Pu
2026_NHPC_904469_1
NH/CPS-1/PnC/W-1609/2026-27/ 03 Dated 03/04/2026
Open Tender
Civil Works - Roads
Works
120 days
Chamera Power Station-1, Khairi, Distt-Chamba (HP)
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,770
NHPC LIMITED
₹7.3 L
Yes
18 Sept 2026
3 Apr 2026
29 Apr 2026
3 Apr 2026
24 Apr 2026
3 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 kind of Soil | - | cum | - | - |
| 2 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete1:6:12 (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) | - | cum | - | - |
| 3 | 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) | - | cum | - | - |
| 4 | Centering and Shuttering including propping etc and removal of form work for, Retaining wall, returns Wall, walls (any thickness) including attached pilasters buttresses, plinths and string courses fillets, kebs and steps etc. | - | Sqm | - | - |
| 5 | Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012, MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0 mm, mechanically edged/ selvedge with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge | - | Cum | - | - |
| 6 | 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 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. | - | Cum | - | - |
| 7 | Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. With rapid setting bitumen emulsion On W.B.M / W.M.M. @ 0.4kg/sqm | - | Sqm | - | - |
| 8 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix)prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. | - | Cum | - | - |
| 9 | Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. With rapid setting bitumen emulsion On bituminous surface @ 0.25kg/sqm | - | Sqm | - | - |
| 10 | Providing and laying semi-dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in- Charge.
25 mm compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. | - | Sqm | - | - |
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