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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAccepted-Finance | ₹1.5 Cr | L1 | Accepted-Finance Being L1 bidder |
| 2 | L2₹1.6 Cr+₹15.3 L (10.4%)Rejected-Finance | ₹1.6 Cr+₹15.3 L (10.4%) | L2 | Rejected-Finance Being L2 bidder |
| 3 | L3₹1.7 Cr+₹17.7 L (12.0%)Rejected-Finance | ₹1.7 Cr+₹17.7 L (12.0%) | L3 | Rejected-Finance Being L3 bidder |
| 4 | L4₹1.7 Cr+₹18.6 L (12.6%)Rejected-Finance | ₹1.7 Cr+₹18.6 L (12.6%) | L4 | Rejected-Finance Being L4 bidder |
| 5 | L5₹1.7 Cr+₹19.7 L (13.3%)Rejected-Finance | ₹1.7 Cr+₹19.7 L (13.3%) | L5 | Rejected-Finance Being L5 bidder |
| Sl No | Description | Qty | Unit | B T ENTERPRISES L1 | Ms Anjali Enterprise L3 | M/s North East Engineering & Construction Agency L6 | ms t t construction L4 | M/s SHA ENTERPRISE L5 | M/s B.M Enterprises L8 | M/S TS CONSTRUCTION AND HARDWARE L7 | H K S Construction L9 | M/s C.K. Nido Enterprises L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs,saplings and trees girth upto 300mm, removal of stumps of trees cutearlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned,upto a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.
In the area of Throny jungle | 0.61 | Hectare | 65,631.84 ₹40,035.42 | 2,10,000 ₹1,28,100 | 90.04 ₹54.92 Lowest | 15,400 ₹9,394 | 44,200 ₹26,962 | 49,400 ₹30,134 | 79,800 ₹48,678 | 50,000 ₹30,500 | 69,070.47 ₹42,132.99 |
| 2.00 | Excavation in Hill Area in Soil by Mechanical Means (Dipositing of excavated earth with all lifts and lead upto 1000 m
Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres. | 7,643.15 | Cum | 178.05 ₹13,60,862.86 | 110 ₹8,40,746.5 Lowest | 198 ₹15,13,343.7 | 110 ₹8,40,746.5 Lowest | 208.25 ₹15,91,685.99 | 232.75 ₹17,78,943.16 | 210 ₹16,05,061.5 | 218 ₹16,66,206.7 | 189.92 ₹14,51,587.05 |
| 3.00 | Depositing of excavated earth on the barren valley side.
Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth on the barren valley side. | 4,805.33 | Cum | 90.77 ₹4,36,179.8 Lowest | 100 ₹4,80,533 | 257 ₹12,34,969.81 | 128 ₹6,15,082.24 | 202.3 ₹9,72,118.26 | 226.1 ₹10,86,485.11 | 110 ₹5,28,586.3 | 202 ₹9,70,676.66 | 99.42 ₹4,77,745.91 |
| 4.00 | Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting (Disposal of cut material with all lift and lead upto 1000m)
Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres. | 5,095.43 | Cum | 260.44 ₹13,27,053.79 | 150 ₹7,64,314.5 Lowest | 288 ₹14,67,483.84 | 553 ₹28,17,772.79 | 242.25 ₹12,34,367.92 | 270.75 ₹13,79,587.67 | 310 ₹15,79,583.3 | 278 ₹14,16,529.54 | 285.27 ₹14,53,573.32 |
| 5.00 | Disposal of excavated earth on the barren valley side.
Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of excavated earth on the barren valley side. | 5,095.43 | Cum | 144.53 ₹7,36,442.5 | 100 ₹5,09,543 Lowest | 257 ₹13,09,525.51 | 145 ₹7,38,837.35 | 198.9 ₹10,13,481.03 | 222.3 ₹11,32,714.09 | 160 ₹8,15,268.8 | 248 ₹12,63,666.64 | 158.31 ₹8,06,657.52 |
| 6.00 | Excavation for Structures
(i) b, Earthwork inexcavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material (with de-watering)
(I) Ordinary soil
(A) Manual means
(i) Depth upto 3m | 695.11 | Cum | 192.01 ₹1,33,468.07 | 188 ₹1,30,680.68 Lowest | 355 ₹2,46,764.05 | 425 ₹2,95,421.75 | 245.65 ₹1,70,753.77 | 274.55 ₹1,90,842.45 | 210 ₹1,45,973.1 | 325 ₹2,25,910.75 | 191.2 ₹1,32,905.03 |
| 7.00 | Plain cement concrete 1:3:6 nominal mixing foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | 145.54 | Cum | 5,685.59 ₹8,27,480.77 | 5,800 ₹8,44,132 | 4,850 ₹7,05,869 | 4,700 ₹6,84,038 Lowest | 5,274.25 ₹7,67,614.35 | 5,894.75 ₹8,57,921.92 | 6,900 ₹10,04,226 | 7,200 ₹10,47,888 | 6,227.77 ₹9,06,389.65 |
| 8.00 | Stone masonry work in cement mortar 1:6 in foundation complete as per drawing and Technical Specification
b) Random Rubble Masonry | 1,670.15 | Cum | 4,551.69 ₹76,02,005.05 | 4,500 ₹75,15,675 | 3,910 ₹65,30,286.5 Lowest | 5,230 ₹87,34,884.5 | 5,142.5 ₹85,88,746.38 | 5,747.5 ₹95,99,187.13 | 5,500 ₹91,85,825 | 6,352 ₹1,06,08,792.8 | 5,009.44 ₹83,66,516.22 |
| 9.00 | Centring and shuttering including struting proping etc. and removal of form work for:(a) Foundation and plinth. | 416.39 | Sqm | 329.42 ₹1,37,167.19 | 690 ₹2,87,309.1 | 280 ₹1,16,589.2 Lowest | 383 ₹1,59,477.37 | 429.25 ₹1,78,735.41 | 479.75 ₹1,99,763.1 | 400 ₹1,66,556 | 385 ₹1,60,310.15 | 360.22 ₹1,49,992.01 |
| 10.00 | Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarsesand : 4 gradedstone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in: (a) Foundations and plinth | 80.76 | Cum | 5,398.97 ₹4,36,020.82 Lowest | 8,200 ₹6,62,232 | 12,240 ₹9,88,502.4 | 6,967 ₹5,62,654.92 | 9,144.72 ₹7,38,527.59 | 10,220.1 ₹8,25,375.28 | 6,675 ₹5,39,073 | 9,202 ₹7,43,153.52 | 5,913.43 ₹4,77,568.61 |
Tender Value
₹2.0 Cr
EMD Value
₹3.9 L
Closing Date
7 Mar 2026, 6:00 pmClosed
DGM(Civil)
Kamala HE Project, Tamen, Arunachal Pradesh
Bench development for 132/33/11 kV Substation at Gaa Village for Kamala HE Project (1720MW), Boasimla, Arunachal Pradesh
2026_NHPC_898429_1
NH/KHEP/PNC/NIT/2026/888
Open Tender
Civil Works
Works
90 days
Kamala HE Project, Tamen
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,180
NHPC Limited
₹3.9 L
5 Sept 2026
14 Feb 2026
11 Mar 2026
14 Feb 2026
7 Mar 2026
14 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs,saplings and trees girth upto 300mm, removal of stumps of trees cutearlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned,upto a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.
In the area of Throny jungle | 0.61 | Hectare | - | - |
| 2 | Excavation in Hill Area in Soil by Mechanical Means (Dipositing of excavated earth with all lifts and lead upto 1000 m
Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres. | 7,643.15 | Cum | - | - |
| 3 | Depositing of excavated earth on the barren valley side.
Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth on the barren valley side. | 4,805.33 | Cum | - | - |
| 4 | Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting (Disposal of cut material with all lift and lead upto 1000m)
Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres. | 5,095.43 | Cum | - | - |
| 5 | Disposal of excavated earth on the barren valley side.
Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of excavated earth on the barren valley side. | 5,095.43 | Cum | - | - |
| 6 | Excavation for Structures
(i) b, Earthwork inexcavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material (with de-watering)
(I) Ordinary soil
(A) Manual means
(i) Depth upto 3m | 695.11 | Cum | - | - |
| 7 | Plain cement concrete 1:3:6 nominal mixing foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | 145.54 | Cum | - | - |
| 8 | Stone masonry work in cement mortar 1:6 in foundation complete as per drawing and Technical Specification
b) Random Rubble Masonry | 1,670.15 | Cum | - | - |
| 9 | Centring and shuttering including struting proping etc. and removal of form work for:(a) Foundation and plinth. | 416.39 | Sqm | - | - |
| 10 | Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarsesand : 4 gradedstone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in: (a) Foundations and plinth | 80.76 | Cum | - | - |
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