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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.7 CrAccepted-Finance | ₹6.7 Cr | L1 | Accepted-Finance Qualified |
| 2 | L2₹6.9 Cr+₹21.8 L (3.27%)Rejected-Finance | ₹6.9 Cr+₹21.8 L (3.27%) | L2 | Rejected-Finance Not Qualified |
| 3 | L3₹7.5 Cr+₹86.6 L (13.0%)Rejected-Finance | ₹7.5 Cr+₹86.6 L (13.0%) | L3 | Rejected-Finance Not Qualified |
Tender Value
₹6.9 Cr
EMD Value
₹13.8 L
Closing Date
18 Jan 2024, 12:00 pmClosed
Gagan
Superintending Engineer, Varanasi Circle, PWD Vara
Strengthening of Padav Bhupauli Road (ODR) In District Chandauli. (Ch. 4.500 to 12.000) (Length 7.50 Km.)
2024_CEUVZ_876979_1
9283/183Com-Varanasi Circle/2023-24 Dt. 05.12.2023
Open Tender
Civil Works
Fixed-rate
240 days
Chandauli
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,590
₹13.8 L
Yes
1 Mar 2024
3 Jan 2024
18 Jan 2024
3 Jan 2024
18 Jan 2024
3 Jan 2024
Amount
Wet Mix Macadam (Plant Mix Method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)
ETA - (WMM Stebilised) - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying with 1% OPC Cement & 3.5% emulsion in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)
Cement Concrete Pavement Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)
Bituminous Concrete Grading 2 Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)
Construction of Embankment with Material obtained from Borrowpits Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. (Patari) Labour cess but excluding GST)
Excavation in foundation in ordinary soil (loamclay or sand) including lift up to 1.5m and lead up to 30m. and including filling watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth ad directed by the Engineer in charge up to a distance of 30m. from the foundation trenches including all T&P phowarah and basket etc. complete. SI no-251(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)
Concrete with 4cm. gauge approved stone ballast, approved coarse sand and cement in the proportion of 6:3:1 including supply of all materials labour and tools and plants etc. required for proper completion for the work. SI no-280(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)
Cast cement concrete as in door sills, chaukhat boundary post as similar precast unit with cement, approved coarse sand and 20, gauge approved stone ballast in the proportion of 1:2:4 excluding supply of reinforcement and its bending but including its fixing in position and binding with 24 B.W.G.G.I. binding wire and including necessary scentring and shuttering etc,. and also including supply of all material, labour, T&P etc. required for proper completion of work. Binding wire to be supplied by the contractor free of cost. SI no-282(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)
Mild steel or iron in plain work such as in reinforced concreted or reinforced brick work (when not included in overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage. Bend hooks and authorized overlapping shall be measured. SI no-504(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)
M/S NANDAN CONSTRUCTION
J.P.ENTERPRISES
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
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