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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹64.8 LAccepted-AOC | ₹64.8 L | L1 | Accepted-AOC LOA issued |
| 2 | L2₹69.7 L+₹4.9 L (7.61%)Rejected-Finance | ₹69.7 L+₹4.9 L (7.61%) | L2 | Rejected-Finance L2 bidder |
| 3 | L3₹70.1 L+₹5.3 L (8.23%)Rejected-Finance MINJEE PROPER THANG MINJEE KARGIL KARGIL KARGIL LADAKH 194105 | KARGIL | LADAKH | 194105 | ₹70.1 L+₹5.3 L (8.23%) | L3 | Rejected-Finance L3 bidder |
| 4 | L4₹73.1 L+₹8.3 L (12.8%)Rejected-Finance | ₹73.1 L+₹8.3 L (12.8%) | L4 | Rejected-Finance L4 bidder |
| 5 | Not Admitted-Fee/PreQual/Technical BAROO KARGIL LADAKH UT PIN 194105 | KARGIL | KARGIL | LADAKH UT | 194105 | - | - | Not Admitted-Fee/PreQual/Technical Others-Offline documents not submitted |
| Sl No | Description | Qty | Unit | NUN KUN STC ENGINEERING OPC PRIVATE LIMITED L3 | M/S Mohmmad Ibrahim L4 | M/S GULZAR HUSSAIN L2 | M/S SAYYAF CONSTRUCTION PRIVATE LIMITED L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth,1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5m,as directed by Engineer-in-charge. | 590.39 | Cum | 300 ₹2,08,998.06 | 310 ₹2,15,964.66 | 200 ₹1,39,332.04 Lowest | 312.03 ₹2,17,378.88 |
| 2.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm indepth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 66.15 | Cum | 180 ₹14,050.26 | 190 ₹14,830.83 | 150 ₹11,708.55 Lowest | 179.15 ₹13,983.91 |
| 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 : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6graded stone aggregate 40 mm nominal size derived from natural sources) | 14.52 | Cum | 6,000 ₹1,02,801.6 | 6,010 ₹1,02,972.94 | 7,000 ₹1,19,935.2 | 5,216.37 ₹89,375.19 Lowest |
| 4.00 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) | 126.86 | Cum | 10,000 ₹14,96,948 | 10,000 ₹14,96,948 | 9,500 ₹14,22,100.6 | 9,023.96 ₹13,50,839.89 Lowest |
| 5.00 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). | 49.29 | Cum | 11,000 ₹6,39,784.2 | 11,000 ₹6,39,784.2 | 9,500 ₹5,52,540.9 | 9,389.19 ₹5,46,095.95 Lowest |
| 6.00 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete . | 87.67 | Sqm | 200 ₹20,690.12 Lowest | 210 ₹21,724.63 | 300 ₹31,035.18 | 248.84 ₹25,742.64 |
| 7.00 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (anythickness) including attached pilasters, butteresses, plinth and string courses etc. | 536.61 | Sqm | 450 ₹2,84,939.91 Lowest | 460 ₹2,91,271.91 | 500 ₹3,16,599.9 | 516.49 ₹3,27,041.37 |
| 8.00 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform. | 266.42 | Sqm | 550 ₹1,72,906.58 Lowest | 560 ₹1,76,050.34 | 800 ₹2,51,500.48 | 600.36 ₹1,88,738.53 |
| 9.00 | 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 | 26,421.45 | Kg | 92 ₹28,68,312.61 | 100 ₹31,17,731.1 | 100 ₹31,17,731.1 | 88.86 ₹27,70,415.86 Lowest |
| 10.00 | Structural steel work riveted, bolted or welded in builtup sections, trusses and framed work, including cutting,. Hoisting etc. complete. | 457.49 | Kg | 158 ₹85,294.44 | 160 ₹86,374.11 | 150 ₹80,975.73 | 127.93 ₹69,061.51 Lowest |
Tender Value
₹80.0 L
EMD Value
₹1.6 L
Closing Date
12 Mar 2026, 5:00 pmClosed
Office DGM P and C Chutak Power Station
Office DGM P and C Chutak Power Station
Construction of Bunkers at Office Cum Residential Complex and Store Complex at Chutak Power Station Kargil
2026_NHPC_899424_1
2026_NHPC
Open Tender
Civil Works
Works
335 days
Chutak Power Station, Minji Kargil
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
NHPC LIMITED
₹1.6 L
21 Aug 2026
19 Feb 2026
16 Mar 2026
19 Feb 2026
12 Mar 2026
19 Feb 2026
19 Feb 2026 - 11 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth,1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5m,as directed by Engineer-in-charge. | 590.39 | Cum | 452.99 | ₹2,67,440.77 |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm indepth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 66.15 | Cum | 260.08 | ₹17,204.29 |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6graded stone aggregate 40 mm nominal size derived from natural sources) | 14.52 | Cum | 7,572.98 | ₹1,09,959.67 |
| 4 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) | 126.86 | Cum | 13,100.73 | ₹16,61,958.61 |
| 5 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). | 49.29 | Cum | 13,630.96 | ₹6,71,870.02 |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete . | 87.67 | Sqm | 361.26 | ₹31,671.66 |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (anythickness) including attached pilasters, butteresses, plinth and string courses etc. | 536.61 | Sqm | 749.83 | ₹4,02,366.28 |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform. | 266.42 | Sqm | 871.6 | ₹2,32,211.67 |
| 9 | 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 | 26,421.45 | Kg | 129.01 | ₹34,08,631.26 |
| 10 | Structural steel work riveted, bolted or welded in builtup sections, trusses and framed work, including cutting,. Hoisting etc. complete. | 457.49 | Kg | 185.73 | ₹84,969.62 |
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