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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹3.8 LAccepted-Finance | L-1 | Accepted-Finance L-1 Bidder | |
| 2 | L-2₹4.2 L+₹35,975.55 (9.48%)Rejected-Finance BAIRA SIUL POWER STATION CONTRACT DIVISION SURANGANI DISTT CHAMBA HP 176317 | CHAMBA | HIMACHAL PRADESH | 176317 | L-2 | Rejected-Finance Not L-1 Bidder | |
| 3 | L-3₹4.6 L+₹83,760.41 (22.1%)Rejected-Finance | L-3 | Rejected-Finance Not L-1 Bidder | |
| 4 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical EMD/Fee not received | |
| 5 | Rejected-Technical | - | Rejected-Technical Technically Not Qualified |
| Sl No | Description | Qty | Unit | Bal Singh Thakur L3 | KAMAL KUMAR L2 | Abhishek Thakur L1 |
|---|---|---|---|---|---|---|
| 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. | 60 | Cum | 6,600 ₹6,600 | 4,800 ₹5,664 Lowest | 6,000 ₹7,080 |
| 2.00 | Centering and Shuttering including propping etc and removal okf form work for, Retaining wall, returns Wall, walls (any thickness) including attached pilasters b uttresses, plingth and string courses fillets, kebs and steps etc. | 46.49 | Sqm | 8,693.63 ₹8,693.63 Lowest | 9,065.55 ₹10,697.35 | 10,227.8 ₹12,068.8 |
| 3.00 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size). | 21.82 | Cum | 1,35,916.78 ₹1,35,916.78 | 98,190 ₹1,15,864.2 | 65,460 ₹77,242.8 Lowest |
| 4.00 | 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. | 120 | Cum | 3,12,000 ₹3,12,000 | 2,40,000 ₹2,83,200 | 2,39,880 ₹2,83,058.4 Lowest |
Tender Value
₹5.4 L
EMD Value
₹11,000
Closing Date
2 Dec 2024, 5:00 pmClosed
Dy General Manager (PnC)
Procurement and Contract Wing, CPS-I Khairi Distt. Chamba (HP) 176325
Restoration of damaged Crate Wall in between Rd 0/495km to 0/501km at Sherpur Road near Dam site, Chamera Power Station-1.
2024_NHPC_834499_1
NH/CPS-1/PnC/W-1477/2024-25/ 581 Dated- 11/11/2024
Open Tender
Civil Works - Bridges
Works
60 days
CPS-1 Kahiri
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
NHPC LIMITED
₹11,000
Yes
16 Sept 2025
12 Nov 2024
6 Dec 2024
12 Nov 2024
2 Dec 2024
12 Nov 2024
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.
Centering and Shuttering including propping etc and removal okf form work for, Retaining wall, returns Wall, walls (any thickness) including attached pilasters b uttresses, plingth and string courses fillets, kebs and steps etc.
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size).
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.
KAMAL KUMAR (BID ID -3130108)
Bal Singh Thakur (BID ID -3129623)
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