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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17,080.50Admitted-Finance NOT FOUND | ₹17,080.50 | L1 | Admitted-Finance |
| 2 | L2₹17,786.14+₹705.64 (4.13%)Admitted-Finance | ₹17,786.14+₹705.64 (4.13%) | L2 | Admitted-Finance |
| 3 | L3₹21,776.90+₹4,696.40 (27.5%)Admitted-Finance | ₹21,776.90+₹4,696.40 (27.5%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | Rejected-Technical AS PER TEC REPORT |
| Sl No | Description | Qty | Unit | ALPHA PACIFIC SYSTEMS PVT. LTD. L3 | Chaman Lal L2 | DURGA PARSHAD CONSTRUCTIONS L1 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work in Hill Road : Excavation in Hilly Areas in Soil by mechanical means : Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m | 822.4 | Cum | 190 ₹224.2 | 105 ₹123.9 Lowest | 150 ₹177 |
| 2.00 | Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0 mm, mechanically edged/ selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge | 2,504 | Cum | 2,900 ₹3,422 | 2,200 ₹2,596 Lowest | 2,450 ₹2,891 |
| 3.00 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | 2,312.64 | Cum | 650 ₹767 | 700 ₹826 | 625 ₹737.5 Lowest |
| 4.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 822.4 | Cum | 750 ₹885 | 100 ₹118 | 50 ₹59 Lowest |
| 5.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 5KM and lift upto 1.5 m. | 2,056.26 | Cum | 750 ₹885 | 150 ₹177 Lowest | 155 ₹182.9 |
| 6.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size) | 682.8 | Cum | 5,800 ₹6,844 | 5,450 ₹6,431 | 5,200 ₹6,136 Lowest |
| 7.00 | 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): 3 graded stone aggregate 20 mm nominal size) | 231.6 | Cum | 6,500 ₹7,670 | 5,900 ₹6,962 | 5,350 ₹6,313 Lowest |
| 8.00 | 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. | 17,328 | Kg | 75 ₹88.5 | 73 ₹86.14 | 65 ₹76.7 Lowest |
| 9.00 | Centering and shuttering including strutting, propping etc. and removal of form work for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc | 1,744.9 | Sqm | 250 ₹295 | 200 ₹236 | 115 ₹135.7 Lowest |
| 10.00 | Centering and shuttering including strutting, propping etc. and removal of form for : Edges of slabs and breaks in floors and walls : Under 20 cm wide | 403 | Meter | 250 ₹295 | 75 ₹88.5 Lowest | 115 ₹135.7 |
Tender Value
₹2.1 Cr
EMD Value
₹4.2 L
Closing Date
9 Oct 2024, 5:00 pmClosed
GENERAL MANAGER(CnP)
PARBATI III POWER STATION BIHALI
Restoration of existing damaged PWD road at left bank from Behali to Power House at Parbati III Power Station
2024_NHPC_826319_1
PR11924/06/1-Restoration of existing damaged PWD road at left bank from Behali to Power House
Open Tender
Civil Works
Works
180 days
PARBATI III POWER STATION BIHALI
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,770
NHPC LIMITED
₹4.2 L
23 Dec 2024
18 Sept 2024
14 Oct 2024
18 Sept 2024
9 Oct 2024
18 Sept 2024
18 Sept 2024 - 28 Sept 2024
Amount
Earth work in Hill Road : Excavation in Hilly Areas in Soil by mechanical means : Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m
Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0 mm, mechanically edged/ selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge
Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 5KM and lift upto 1.5 m.
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) : 4 graded stone aggregate 20 mm nominal size)
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): 3 graded stone aggregate 20 mm nominal size)
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.
Centering and shuttering including strutting, propping etc. and removal of form work for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc
Centering and shuttering including strutting, propping etc. and removal of form for : Edges of slabs and breaks in floors and walls : Under 20 cm wide
U-PVC pipes (working pressure 4 kg / cm²) Single socketed pipe 110 mm dia
Chaman Lal (BID ID -3094772)
ALPHA PACIFIC SYSTEMS PVT. LTD. (BID ID -3094742)
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