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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.5 LAccepted-AOC | ₹29.5 L | L1 | Accepted-AOC Found technocommercially suitable |
| 2 | L2₹30.5 L+₹1.1 L (3.64%)Rejected-AOC | ₹30.5 L+₹1.1 L (3.64%) | L2 | Rejected-AOC Found technocommercially not suitable |
| 3 | L3₹31.1 L+₹1.6 L (5.44%)Rejected-AOC | ₹31.1 L+₹1.6 L (5.44%) | L3 | Rejected-AOC Found technocommercially not suitable |
Tender Value
₹30.0 L
EMD Value
₹60,000
Closing Date
25 Jan 2022, 3:00 pmClosed
GM (PCS)
O/O GM (PCS),Dhauliganga Power Stn.,Tapovan
Restoration of damaged Sewer line of C-type and B-type Blocks at Tapovan Complex, DGPS
2022_NHPC_668963_1
NH/DG/Contract/887/2021-22/308 Dated18/01/2022
Limited
Civil Works
Item Rate
45 days
Dhauliganga Power station, Dharchula Pithoragarh
As per tender document
6 documents required · 6 mandatory
₹0
₹60,000
17 Mar 2022
18 Jan 2022
28 Jan 2022
18 Jan 2022
25 Jan 2022
18 Jan 2022
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
Excavation in dumped stones or mulba including stacking of serviceable and un-serviceable material separetaly and disposal of unserviceable material i/c all lead upto 20 m and lift upto 1.5 m manual. Disposed material to be neatly dressed.
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 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand)
Cement plaster (in coarse sand))-12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand).
Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in small lintels not exceeding 1.5m clear span up to floor five level, including the cost of required centering, shuttering but , excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zoneIII) : 3 graded stone aggregate 20 mm nominal size).
Providing and fixing soil, waste and vent pipes :100 mm dia Sand cast iron S&S pipe as per IS: 1729
Providing and fixing soil, waste and vent pipes :75 mm dia Sand cast iron S&S pipe as per IS: 1729
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil, Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
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) : 4 graded stone aggregate 40 mm nominal size)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars
Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
Extra for depth for manholes : Size 90x80 cm With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Raising depth of manhole to be paid separately): Rectangular manhole 90x80 cm with rectangular cover 600 x 450 mm of grade LD - 2.5
Providing and fixing Rectangular cover 455x610 mm with frame (low duty).
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand)
Providing skilled manpower for 15 days, for miscellaneous work.
Providing un-skilled manpower for 15 days, for miscllaneous work.
Har Singh Dhami
Gajendra Singh Dhami
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