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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹31.8 LAdmitted-Finance | -23.11% | ₹31.8 L | L1 | Admitted-Finance |
| 2 | L2₹32.3 LAdmitted-Finance | -21.90% | ₹32.3 L | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | - | Rejected-Technical Techno-commercially non-responsive bidder |
| 4 | Rejected-Technical HALAKHBARI GERUKAMUKH DHEMAJI ASSAM 787035 | GERUKAMUKH | DHEMAJI | ASSAM | 787035 | - | - | - | Rejected-Technical Techno-commercially non-responsive bidder |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical Techno-commercially non-responsive bidder |
Tender Value
₹41.4 L
EMD Value
₹83,000
Closing Date
18 May 2026, 5:00 pmClosed
DGM PnC NHPC Limited Subansiri Lower HE Project
DGM PnC NHPC Limited Subansiri Lower HE Project Gerukamukh-787035
Extension of Fire-Station Building at Subansiri Lower H. E. Project, Gerukamukh.
2026_NHPC_906607_1
NH/SLP/CONT/2026/C-03/NIT/691
Open Tender
Civil Works
Works
365 days
NHPC Limited Subansiri Lower HE Project Gerukamukh
Please refer Tender documents.
5 documents required · 5 mandatory
₹590
NHPC Limited
₹83,000
Yes
14 Aug 2026
27 Apr 2026
21 May 2026
27 Apr 2026
18 May 2026
27 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| 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 kinds of soil | 75.49 | cum | 117.5 | ₹8,870.07 |
| 2 | 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: 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 17.22 | cum | 7,294.7 | ₹1,25,614.73 |
| 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 (zone-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | 7,878.5 | - |
| 4 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | 68.03 | sqm | 749.3 | ₹50,974.88 |
| 5 | 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 (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) | - | cum | 9,045.75 | - |
| 6 | 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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 10.03 | cum | 11,505.5 | ₹1,15,400.17 |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more | 2,772.33 | KG | 107.85 | ₹2,98,995.79 |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete | 89.35 | sqm | 392.15 | ₹35,038.6 |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers | 77.74 | sqm | 736.4 | ₹57,247.74 |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts | 59.85 | sqm | 961.3 | ₹57,533.81 |
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