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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹63.6 LAdmitted-Finance | ₹63.6 L | L1 | Admitted-Finance |
| 2 | L2₹63.8 L+₹18,341.72 (0.29%)Admitted-Finance | ₹63.8 L+₹18,341.72 (0.29%) | L2 | Admitted-Finance |
| 3 | L3₹66.8 L+₹3.2 L (5.06%)Admitted-Finance | ₹66.8 L+₹3.2 L (5.06%) | L3 | Admitted-Finance |
| 4 | L4₹68.3 L+₹4.7 L (7.40%)Admitted-Finance | ₹68.3 L+₹4.7 L (7.40%) | L4 | Admitted-Finance |
| 5 | L5₹68.7 L+₹5.1 L (8.07%)Admitted-Finance | ₹68.7 L+₹5.1 L (8.07%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s C.K. Nido Enterprises L3 | M/S OMMI ENTERPRISES L2 | M/s Boni Brothers Enterprises L5 | M/S RLM CONSTRUCTION L7 | M/s Hanna Enterprises L4 | MS RYTM INFRACON L1 | M/s Ringte Enterprise L9 | M/s B.S.S ENTERPRISES L6 | M/s B.M Enterprises L8 | M/S TS CONSTRUCTION AND HARDWARE L11 | M/s K.D. Enterprises L10 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.50 m in width as well as 10Sq.m on plan including disposal of excavated earth lead upto 50m and lift upto1.50 m. Disposed soil to be levelled and neatly dressed. | 2,529 | Sqm | 31.11 ₹78,677.19 | 100 ₹2,52,900 | 24.79 ₹62,693.91 | 31.94 ₹80,776.26 | 32 ₹80,928 | 24 ₹60,696 Lowest | 27 ₹68,283 | 25.2 ₹63,730.8 | 28.35 ₹71,697.15 | 39 ₹98,631 | 30.71 ₹77,665.59 |
| 2.00 | Earthwork in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30cm size, saturated soil and rock), lift upto 1.50m and stacking the excavated soil not more than 3m clear from the edge of the excavation and returning the stacked soil in 15cm layers, when required, into plinth sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m. | 457.16 | Cum | 801.52 ₹3,66,426.09 | 150 ₹68,574.6 Lowest | 301.74 ₹1,37,944.67 | 221.82 ₹1,01,408.12 | 282 ₹1,28,920.25 | 258 ₹1,17,948.31 | 324 ₹1,48,121.14 | 280.88 ₹1,28,408.22 | 315.99 ₹1,44,459.25 | 340 ₹1,55,435.76 | 337.82 ₹1,54,439.14 |
| 3.00 | Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring an shuttering in: a) Foundations and plinth. | 47.47 | Cum | 5,095.91 ₹2,41,913.04 | 6,000 ₹2,84,832 | 5,599.79 ₹2,65,833.23 | 7,141.35 ₹3,39,014.17 | 5,000 ₹2,37,360 Lowest | 6,202 ₹2,94,421.34 | 6,027 ₹2,86,113.74 | 5,212.83 ₹2,47,463.47 | 5,864.44 ₹2,78,396.7 | 6,400 ₹3,03,820.8 | 7,677.53 ₹3,64,467.7 |
| 4.00 | Centring and shuttering including strutting, propping etc and removal of form work for :a) Foundation and plinth | 391.31 | Sqm | 366.19 ₹1,43,295.64 | 300 ₹1,17,394.5 Lowest | 402.61 ₹1,57,547.33 | 514.26 ₹2,01,237.65 | 377 ₹1,47,525.76 | 362 ₹1,41,656.03 | 434 ₹1,69,830.71 | 375.36 ₹1,46,884 | 422.28 ₹1,65,244.5 | 450 ₹1,76,091.75 | 460.65 ₹1,80,259.25 |
| 5.00 | Reinforced concrete work in foundations, footings, basesof columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : M20 (1 cement : 1.5 coarse sand :3 stone aggregate 20 mm nominal size). | 48.45 | Cum | 6,882.67 ₹3,33,472.24 | 9,500 ₹4,60,284.5 | 7,563.27 ₹3,66,447.99 | 9,645.3 ₹4,67,324.43 | 6,500 ₹3,14,931.5 Lowest | 7,235 ₹3,50,542.99 | 8,140 ₹3,94,391.14 | 7,040.72 ₹3,41,129.92 | 7,920.81 ₹3,83,771.17 | 9,000 ₹4,36,059 | 8,394.1 ₹4,06,702.54 |
| 6.00 | Centring and shuttering including strutting proping etc. and removal of form work for: 9 (C ) Columns,pillars and piers. | 576.96 | Sqm | 635.85 ₹3,66,860.02 | 500 ₹2,88,480 Lowest | 698.37 ₹4,02,931.56 | 891.08 ₹5,14,117.52 | 650 ₹3,75,024 | 620 ₹3,57,715.2 | 752 ₹4,33,873.92 | 650.48 ₹3,75,300.94 | 731.79 ₹4,22,213.56 | 790 ₹4,55,798.4 | 511.84 ₹2,95,311.21 |
| 7.00 | Reinforcement cement concrete work in columns, pillars, piers,abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1: 3 (1 cement :3fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement M20 (1 cement : 1.5 coarse sand :3 stone aggregate 20 mm nominal size). | 34.73 | Cum | 8,194.2 ₹2,84,625.54 | 9,500 ₹3,29,982.5 | 8,983.95 ₹3,12,057.5 | 11,456.88 ₹3,97,954.73 | 7,900 ₹2,74,406.5 Lowest | 8,269 ₹2,87,223.72 | 9,670 ₹3,35,887.45 | 8,363.12 ₹2,90,492.97 | 9,408.51 ₹3,26,804.59 | 10,200 ₹3,54,297 | 9,008.31 ₹3,12,903.65 |
| 8.00 | Centring and shuttering including strutting proping etc. and removal of form work for: (D) Lintels, beams, girders, bressumers and cantilevers etc. Lintels, beams, girders, bressumers and cantilevers etc. | 414 | Sqm | 484.72 ₹2,00,674.08 | 450 ₹1,86,300 Lowest | 532.54 ₹2,20,471.56 | 679.29 ₹2,81,226.06 | 490 ₹2,02,860 | 672 ₹2,78,208 | 573 ₹2,37,222 | 495.84 ₹2,05,277.76 | 557.82 ₹2,30,937.48 | 600 ₹2,48,400 | 463.02 ₹1,91,690.28 |
| 9.00 | Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 :3 (1cement :3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement.M20 (1 cement : 1.5 coarse sand :3 stone aggregate 20 mm nominal size). | 48.58 | Cum | 8,073.33 ₹3,92,218.52 | 9,000 ₹4,37,238 | 8,871.97 ₹4,31,018.05 | 11,313.87 ₹5,49,650.43 | 8,000 ₹3,88,656 Lowest | 8,441 ₹4,10,080.66 | 9,549 ₹4,63,909.52 | 8,258.72 ₹4,01,225.14 | 9,291.06 ₹4,51,378.28 | 10,000 ₹4,85,820 | 9,213.04 ₹4,47,587.91 |
| 10.00 | Reinforcement of RCC work including bending, binding and placing in position complete, Cold twisted bar | 10,224.55 | Kg | 84.7 ₹8,66,018.96 | 70 ₹7,15,718.15 Lowest | 92.32 ₹9,43,929.99 | 118.7 ₹12,13,653.49 | 95 ₹9,71,331.78 | 76 ₹7,77,065.42 | 100 ₹10,22,454.5 | 86.64 ₹8,85,854.58 | 97.47 ₹9,96,586.4 | 106 ₹10,83,801.77 | 97.25 ₹9,94,337 |
Tender Value
₹85.9 L
EMD Value
₹1.7 L
Closing Date
23 Mar 2026, 5:00 pmClosed
DGM(Civil)
Kamala HE Project, Tamen, Arunachal Pradesh
Construction of permanent boundary wall of length 843 m from RD-0 m to RD-843 m (along with one entry gate and one exit gate) on the left side of existing road in hill direction of Gaa village land of Kamala HE Project (1720MW), Arunachal Pradesh
2026_NHPC_900823_1
NH/KHEP/PNC/NIT/2026/914
Open Tender
Civil Works
Works
300 days
Kamala HE Project, Tamen
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,180
NHPC Limited
₹1.7 L
13 Jul 2026
2 Mar 2026
27 Mar 2026
2 Mar 2026
23 Mar 2026
2 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.50 m in width as well as 10Sq.m on plan including disposal of excavated earth lead upto 50m and lift upto1.50 m. Disposed soil to be levelled and neatly dressed. | - | Sqm | - | - |
| 2 | Earthwork in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30cm size, saturated soil and rock), lift upto 1.50m and stacking the excavated soil not more than 3m clear from the edge of the excavation and returning the stacked soil in 15cm layers, when required, into plinth sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m. | 0.6 | Cum | - | - |
| 3 | Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring an shuttering in: a) Foundations and plinth. | - | Cum | - | - |
| 4 | Centring and shuttering including strutting, propping etc and removal of form work for :a) Foundation and plinth | 1 | Sqm | - | - |
| 5 | Reinforced concrete work in foundations, footings, basesof columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : M20 (1 cement : 1.5 coarse sand :3 stone aggregate 20 mm nominal size). | - | Cum | - | - |
| 6 | Centring and shuttering including strutting proping etc. and removal of form work for: 9 (C ) Columns,pillars and piers. | - | Sqm | - | - |
| 7 | Reinforcement cement concrete work in columns, pillars, piers,abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1: 3 (1 cement :3fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement M20 (1 cement : 1.5 coarse sand :3 stone aggregate 20 mm nominal size). | 1 | Cum | - | - |
| 8 | Centring and shuttering including strutting proping etc. and removal of form work for: (D) Lintels, beams, girders, bressumers and cantilevers etc. Lintels, beams, girders, bressumers and cantilevers etc. | - | Sqm | - | - |
| 9 | Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 :3 (1cement :3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement.M20 (1 cement : 1.5 coarse sand :3 stone aggregate 20 mm nominal size). | - | Cum | - | - |
| 10 | Reinforcement of RCC work including bending, binding and placing in position complete, Cold twisted bar | - | Kg | - | - |
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