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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹41.1 LAccepted-AOC | 1 | Accepted-AOC First lowest bidder | |
| 2 | 2₹45.0 L+₹3.9 L (9.39%)Rejected-AOC | 2 | Rejected-AOC Second lowest bidder | |
| 3 | 3₹47.7 L+₹6.6 L (16.0%)Rejected-AOC | 3 | Rejected-AOC Third lowest bidder | |
| 4 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹53.4 L
EMD Value
₹1.1 L
Closing Date
4 Mar 2024, 12:00 pmClosed
Executive Engineer, Anti Erosion Division
Farakka Barrage Project, P.O. Farakka Barrage, Dist. Murshidabad, West Bengal, PIN 742212
As per bid document
2024_FBPF_796946_1
GM/FBP-46 of 2023-24
Open Tender
Civil Works
Item Rate
30 days
NTPC PTS to left Afflux Bund Malda, WB
As per bid document
2 documents required · 2 mandatory
₹0
₹1.1 L
Yes
27 Nov 2024
22 Feb 2024
5 Mar 2024
22 Feb 2024
4 Mar 2024
22 Feb 2024
Amount
Supplying and stacking at site.Stone screening 13.2 mm nominal size (type A)
Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.
Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On W.B.M. @ 0.75 Kg / sqm.
Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On W.B.M. @ 0.75 Kg / sqm On bituminous surface @ 0.50 Kg / sqm.
Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with tack coat with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers, as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.
2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). With paving Asphalt grade VG - 30 with no solvent.
Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete.
Earthwork in excavation in mechanical means/manual means in foundation trenches or drain (not exceeding 1.5m in width or 10sqm in plan) including dressing of sides and ramming of bottoms, for all lift, including getting out excavated soil and disposal of surplus excavated soil as directed within a lead of 50m. All kind of soils
SWAPAN KUMAR GHOSH
HUMAYUN SK. CONSTRUCTION
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tech_eval.pdf
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