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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹39.7 LAccepted-AOC | ₹39.7 L Quoted ₹40.8 L | 1st | Accepted-AOC 1st lowest |
| 2 | 2nd₹42.4 LRejected-Finance NINGTHOUKHONG WARD NO 05 BISHNUPUR MANIPUR 795126 | BISHNUPUR | BISHNUPUR | MANIPUR | 795126 | ₹42.4 L | 2nd | Rejected-Finance 2nd lowest |
| 3 | Rejected-Technical | - | - | Rejected-Technical techno-commercially non-responsive |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Tender Cost, EMD and Other supporting offline documents not submitted. |
| Sl No | Description | Qty | Unit | M/S RAJKUMAR ROMESH SINGH L1 | M/S L JAYANTAKUMAR SINGH L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic Excavator)/manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m. including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil. | 17.28 | Cum | 469 ₹8,104.32 | 486 ₹8,398.08 |
| 2.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All work upto plinth level (4.1.4) 1:2.4(1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm normal size). | 37.66 | Cum | 11,724 ₹4,41,525.84 | 12,171 ₹4,58,359.86 |
| 3.00 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1 :6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level with 7.1.1 Cement mortar 1 cement: 6 coarse sand). | 9.6 | Cum | 8,971 ₹86,121.6 | 9,312 ₹89,395.2 |
| 4.00 | Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including levelling up with cement concrete 1 :6:12 (1 cement: 6 coarse sand . 12 graded stone aggregate 20mm nominal size) at window sills, ceiling level and the like. | 32 | Cum | 10,264 ₹3,28,448 | 10,655 ₹3,40,960 |
| 5.00 | Pointing on stone work with cement mortar 1:3 (1 cement:3 fine sand) 13.23.2 Raised and cut pointing. | 160 | Sqm | 524 ₹83,840 | 544 ₹87,040 |
| 6.00 | Half brick masonry with 1st class common burnt clay F.P.S. (non-modular) bricks in superstructure above plinth level upto floor V level in: 6.9.2Cement mortar 1: 4 (1 cement: 4 coarse sand). | 24.9 | Sqm | 1,948 ₹48,505.2 | 2,022 ₹50,347.8 |
| 7.00 | 12mm cement plaster of mix1:4(1cement:4 coarse sand). | 44.8 | Sqm | 344 ₹15,411.2 | 357 ₹15,993.6 |
| 8.00 | Neat Cement punning. | 44.8 | Sqm | 75 ₹3,360 | 78 ₹3,494.4 |
| 9.00 | Providing and fixing at all height false ceiling including providing and fixing of frame work made of special sections, power pressed from M.S. sheet and galvanised with zinc coating of 120 gms/ sqm (both sided inclusive) as per IS : 277 and consisting of angle cleats of size 25mm wide x 1.6mm thick with flanges of 27mm and 37mm, at 1200mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5mm diax50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x25xO.55mm of required length with nuts and bolts of required size and the other end of the angle hanger fixed with intermediate G.l. channels 45x15xO.9mm running at the spacing of 1200mm centre to centre, to which the ceiling section 0.5mm thick bottom wedge of 80mm with tapered flanges of 26mm each having clips of 10.5mm at 450mm centre to centre, shall be fixed in a direction perpendicular to Gil. intermediate channel with connecting clips made out of 2.64mm diax230mm long C.I. wire at every junction, including fixing perimeter channels 0.5mm thick 27mm high having flanges of 20mm and 30mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450mm centre, with 25mm long drive-all screws @ 230mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound, jointing tapes, finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cut outs made with frame of perimeter channels suitably fixed. all complete as per drawings, and specification and direction of the Engineer in Charge but excluding the cost of painting with •12.41.2 12.5 mm thick tapered edge gypsum fire resistant board conforming to IS: 2095- Part I. | 125.55 | Sqm | 1,697 ₹2,13,058.35 | 1,762 ₹2,21,219.1 |
| 10.00 | Providing and applying white cement based putty of average thickness 1mm,of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. | 125.55 | Sqm | 151 ₹18,958.05 | 157 ₹19,711.35 |
Tender Value
₹38.9 L
EMD Value
₹78,000
Closing Date
20 May 2026, 5:00 pmClosed
SM (E), Contracts Division
Office of the SM (E), Contracts Division, NHPC Limited, Loktak Power Station, PO-Loktak, Komkeirap, Distt-Churachandpur, Manipur-795124
Repair and Painting of Hospital and Boundary wall including other development work at Head Quarter of CRPF 32 BN under Loktak Power Station.
2026_NHPC_906594_1
NH-LPS-CDIV/27/2026-CIVIL/1104
Open Tender
Civil Works
90 days
NHPC Ltd., Loktak Project
Please refer Tender documents.
6 documents required · 6 mandatory
₹590
NHPC Ltd.
₹78,000
Yes
30 Jun 2026
29 Apr 2026
25 May 2026
29 Apr 2026
20 May 2026
29 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic Excavator)/manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m. including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil. | 17.28 | Cum | - | - |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All work upto plinth level (4.1.4) 1:2.4(1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm normal size). | 37.66 | Cum | - | - |
| 3 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1 :6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level with 7.1.1 Cement mortar 1 cement: 6 coarse sand). | 9.6 | Cum | - | - |
| 4 | Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including levelling up with cement concrete 1 :6:12 (1 cement: 6 coarse sand . 12 graded stone aggregate 20mm nominal size) at window sills, ceiling level and the like. | 32 | Cum | - | - |
| 5 | Pointing on stone work with cement mortar 1:3 (1 cement:3 fine sand) 13.23.2 Raised and cut pointing. | 160 | Sqm | - | - |
| 6 | Half brick masonry with 1st class common burnt clay F.P.S. (non-modular) bricks in superstructure above plinth level upto floor V level in: 6.9.2Cement mortar 1: 4 (1 cement: 4 coarse sand). | 24.9 | Sqm | - | - |
| 7 | 12mm cement plaster of mix1:4(1cement:4 coarse sand). | 44.8 | Sqm | - | - |
| 8 | Neat Cement punning. | 44.8 | Sqm | - | - |
| 9 | Providing and fixing at all height false ceiling including providing and fixing of frame work made of special sections, power pressed from M.S. sheet and galvanised with zinc coating of 120 gms/ sqm (both sided inclusive) as per IS : 277 and consisting of angle cleats of size 25mm wide x 1.6mm thick with flanges of 27mm and 37mm, at 1200mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5mm diax50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x25xO.55mm of required length with nuts and bolts of required size and the other end of the angle hanger fixed with intermediate G.l. channels 45x15xO.9mm running at the spacing of 1200mm centre to centre, to which the ceiling section 0.5mm thick bottom wedge of 80mm with tapered flanges of 26mm each having clips of 10.5mm at 450mm centre to centre, shall be fixed in a direction perpendicular to Gil. intermediate channel with connecting clips made out of 2.64mm diax230mm long C.I. wire at every junction, including fixing perimeter channels 0.5mm thick 27mm high having flanges of 20mm and 30mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450mm centre, with 25mm long drive-all screws @ 230mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound, jointing tapes, finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cut outs made with frame of perimeter channels suitably fixed. all complete as per drawings, and specification and direction of the Engineer in Charge but excluding the cost of painting with •12.41.2 12.5 mm thick tapered edge gypsum fire resistant board conforming to IS: 2095- Part I. | 125.55 | Sqm | - | - |
| 10 | Providing and applying white cement based putty of average thickness 1mm,of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. | 125.55 | Sqm | - | - |
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