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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹54.8 LAdmitted-Finance | ₹54.8 L | L1 | Admitted-Finance |
| 2 | L2₹63.7 LAdmitted-Finance | ₹63.7 L | L2 | Admitted-Finance |
| 3 | L3₹78.7 LAdmitted-Finance | ₹78.7 L | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | Rejected-Technical Technically Disqualified |
| Sl No | Description | Qty | Unit | HILLMAN ENTERPRISES L1 | RAJ KISHOR L2 | SGS ENVIROTECH PRIVATE LIMITED L3 |
|---|---|---|---|---|---|---|
| 1.00 | Excavating trenches by mechinical / manual means of required width for
pipes, cables, etc including excavation for sockets, and dressing of sides,
ramming of bottoms, for all depth, 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 : Pipes, cables etc. exceeding 80 mm dia. but
not exceeding 300 mm dia, depth up to 1.5 metre | 2,014 | metre | 178 ₹3.6 L | 319.93 ₹6.4 L | 933.35 ₹18.8 L |
| 2.00 | Excavating trenches by mechinical / manual means of required width for
pipes, cables, etc including excavation for sockets, and dressing of sides,
ramming of bottoms, for all depth, 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 : Pipes, cables etc.Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm | 180 | metre | 518 ₹93,240 | 499.45 ₹89,901 | 1,074 ₹1.9 L |
| 3.00 | Extra for excavating trenches for pipes, cables, etc. in ordinary/hard
rock exceeding 1.5 m in depth but not exceeding 3 m. (Rate is over
corresponding basic item for depth upto 1.5 metre) -Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia | 360 | metre | 111 ₹39,960 | 663.02 ₹2.4 L | 103.75 ₹37,350 |
| 4.00 | Extra for excavating trenches for pipes, cables, etc. in ordinary/hard
rock exceeding 1.5 m in depth but not exceeding 3 m. (Rate is over
corresponding basic item for depth upto 1.5 metre) -Pipes, cables exceeding 300 mm dia but not exceeding 600 mm dia | 165 | metre | 178 ₹29,370 | 788.08 ₹1.3 L | 256.15 ₹42,264.75 |
| 5.00 | Dismantling C.I. pipes including excavation and refilling trenches after
taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 metre lead as per direction of Engineer-in-charge: Up to 150 mm diameter | 388.5 | metre | 117 ₹45,454.50 | 301.99 ₹1.2 L | 332.4 ₹1.3 L |
| 6.00 | Providing and laying non-pressure NP2 class (light duty) R.C.C.
pipes with collars jointed with stiff mixture of cement mortar in the
proportion of 1:2 (1 cement : 2 fine sand) including testing of joints
etc. complete : 100 mm dia. R.C.C. pipe | 388.5 | metre | 447 ₹1.7 L | 465.73 ₹1.8 L | 507.05 ₹2.0 L |
| 7.00 | Providing and laying non-pressure NP2 class (light duty) R.C.C.
pipes with collars jointed with stiff mixture of cement mortar in the
proportion of 1:2 (1 cement : 2 fine sand) including testing of joints
etc. complete :150 mm dia. R.C.C. pipe | 375 | metre | 547 ₹2.1 L | 511.1 ₹1.9 L | 556.45 ₹2.1 L |
| 8.00 | Providing and laying non-pressure NP2 class (light duty) R.C.C.
pipes with collars jointed with stiff mixture of cement mortar in the
proportion of 1:2 (1 cement : 2 fine sand) including testing of joints
etc. complete : 250 mm dia. R.C.C. pipe | 919 | metre | 887 ₹8.2 L | 826.47 ₹7.6 L | 899.8 ₹8.3 L |
| 9.00 | Providing and laying non-pressure NP2 class (light duty) R.C.C.
pipes with collars jointed with stiff mixture of cement mortar in the
proportion of 1:2 (1 cement : 2 fine sand) including testing of joints
etc. complete : 300 mm dia. R.C.C. pipe | 720 | metre | 947 ₹6.8 L | 913.26 ₹6.6 L | 994.3 ₹7.2 L |
| 10.00 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. 450 mm dia RCC pipes | 180 | metre | 2,247 ₹4.0 L | 2,458.41 ₹4.4 L | 2,676.55 ₹4.8 L |
Updated dates
Tender Value
Refer Docs
EMD Value
₹1.4 L
Closing Date
3 Feb 2026, 11:30 amClosed
Group Senior Manager (Contracts)
Procurement- Contract Divison, Tanakpur Power Station, Banbassa , Champawat, UK-262310
Construction of manholes, laying of sewer pipeline network, and connecting it to the proposed 200 KLD STP plant in Tanakpur Banbasa Colony
2025_NHPC_891731_1
NH/TPS/PnC/NIT/2025/ E 151896 /1126/715 Date 31/12 /2025
Open Tender
Civil Works
180 days
NHPC Ltd. Tanakpur Power Station, Banbasa
As per Tender Documents
5 documents required · 5 mandatory
₹1,180
NHPC Ltd. Tanakpur Power Station
₹1.4 L
Yes
20 Mar 2026
6 Jan 2026
6 Feb 2026
6 Jan 2026
3 Feb 2026
6 Jan 2026
6 Jan 2026 - 16 Jan 2026
Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, 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 : Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia, depth up to 1.5 metre
Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, 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 : Pipes, cables etc.Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm
Extra for excavating trenches for pipes, cables, etc. in ordinary/hard rock exceeding 1.5 m in depth but not exceeding 3 m. (Rate is over corresponding basic item for depth upto 1.5 metre) -Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia
Extra for excavating trenches for pipes, cables, etc. in ordinary/hard rock exceeding 1.5 m in depth but not exceeding 3 m. (Rate is over corresponding basic item for depth upto 1.5 metre) -Pipes, cables exceeding 300 mm dia but not exceeding 600 mm dia
Dismantling C.I. pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 metre lead as per direction of Engineer-in-charge: Up to 150 mm diameter
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 100 mm dia. R.C.C. pipe
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :150 mm dia. R.C.C. pipe
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 250 mm dia. R.C.C. pipe
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 300 mm dia. R.C.C. pipe
Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. 450 mm dia RCC pipes
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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel 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, all complete as per standard design : 0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) :With common burnt clay F.P.S. (non modular) -bricks of class designation 7.5
Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 m With common burnt clay F.P.S. (non modular) bricks of class -designation 7.5
Constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel 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, all complete as per standard design : 1.68 m deep with SFRC Cover and frame (heavy duty HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
Extra depth for circular type manhole 1.22 m internal dia (at bottom) beyond 1.68 m to 2.29 m : 19.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel 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, all complete as per standard design : 19.13.1 2.30 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) :With common burnt clay F.P.S. (non modular) -bricks of class designation 7.5
Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 m : 19.14.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : 19.15.1 With 20x20 mm square ba
Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : For pipes 100 to 250 mm diameter
Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
12 mm cement plaster finished with a floating coat of neat cement of mix : 1:3 (1 cement: 3 fine sand
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 40 mm nominal size derived from natural sources- Bed Concrete of Pipes
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)
12 mm cement plaster of mix - 1:6 (1 cement: 6 fine sand)
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