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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 CrAccepted-AOC B 708 SECTOR C MAHANAGAR LUCKNOW | LUCKNOW | UTTAR PRADESH | 226001 | ₹4.2 Cr Quoted ₹4.5 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹5.0 Cr+₹47.7 L (10.6%)Rejected-Finance | ₹5.0 Cr+₹47.7 L (10.6%) | L2 | Rejected-Finance L2 |
| 3 | L3₹5.0 Cr+₹52.8 L (11.7%)Rejected-Finance | ₹5.0 Cr+₹52.8 L (11.7%) | L3 | Rejected-Finance L3 |
| 4 | L4₹5.7 Cr+₹1.2 Cr (26.8%)Rejected-Finance | ₹5.7 Cr+₹1.2 Cr (26.8%) | L4 | Rejected-Finance L4 |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
Refer Docs
EMD Value
₹11.9 L
Closing Date
18 Jan 2021, 12:00 pmClosed
S. E. UNNAO CIRCLE, PWD UNNAO
OFFICE OF S. E. UNNAO CIRCLE, PWD UNNAO
WIDENING AND STRENGTHENING OF SHAHABAD PALI SAIDPUR ROAD (ODR) FROM CH. 22.200 TO 26.00 (LENGTH 3.800 KM) UNDER RAJYA YOJANA SCHEME IN FY-2020-21 IN DISTT. HARDOI
2020_CEUCZ_541301_1
5160/M/1MT/E-TENDER/U.C./20-21 DATE 16.12.2020
Open Tender
Civil Works
Item Rate
180 days
HARDOI
WIDENING AND STRENGTHENING OF SHAHABAD PALI SAIDPUR ROAD (ODR) FROM CH. 22.200 TO 26.00 (LENGTH 3.800 KM) UNDER RAJYA YOJANA SCHEME IN FY-2020-21 IN DISTT. HARDOI
2 documents required · 2 mandatory
₹2,715
₹11.9 L
Yes
OFFICE OF S. E. UNNAO CIRCLE, PWD UNNAO
26 Mar 2021
28 Dec 2020
19 Jan 2021
28 Dec 2020
18 Jan 2021
28 Dec 2020
30 Dec 2020
Amount
Construction of subgrade with approved material obtained from borrow pits with all lift & lead , transporting to site, spreading,grading to required slope and compected to meet requirement of table 300-2 Including labour Cess & Excluding GST
Earthwork in excavation of foundation of structures as per drawing and technical specification,including setting out,construction of shoring and bracing,removal of stumps and other deleterious matter,dressing of sides and bottom,brakfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. (Widening). (Including labour Cess & Excluding GST)
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (Including labour Cess & Excluding GST)
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 paver in subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (Including labour Cess & Excluding GST)
Providing, laying, and spreading graded stone aggregate to Stablized wet mix macadam (cement 1% OPC & 3.5% SS Bitumen emulsion by weight of mix. ) and 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 Paver in Subbase/ Base course on well prepared surface and density Compacting with vibratory roller to achieve the desired Density.(Including labour Cess & Excluding GST)
Construction of earthen shoulder with approved material obtained from borrowpits with all lifts and leads,spreading,grading to required slope and compected to meet requirement of table 300-2.(Including labour Cess & Excluding GST)
Construction of subgrade with approved material obtained from borrow pits with all lift & lead , transporting to site, spreading,grading to required slope and compected to meet requirement of table 300-2.(Only compaction) (Including labour Cess & Excluding GST)
Providing and applying tack coat with VG_10 using bitumen distributor at the rate of 0.35 kg per sqm on the prepared surface cleaned with hydraulic broom . (Including labour Cess & Excluding GST)
Providing and laying bituminious concrete using crushed aggregates of specified grading, premixed with bituminous binder as per job mix, 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 MoRT & H Specifications Clause 509 complete in all respects. (Including labour Cess & Excluding GST)
Construction of 80 MM Thick Pre Moulded Inter Locking paver Tiles over 20 MM Comacted GSB including 4 CM thick Coarse sand bed over Prepared Surface including all Labaure T & P.
Construction of HP Culvert 600 MM Dia Single row (Including labour Cess & Excluding GST)
Widening of 1000 MM Dia Six row (Including labour Cess & Excluding GST)
Construction of "U" Type RCC Drain (Including labour Cess & Excluding GST)
M/S MAA VINDHYAVASANI CONSTRUCTION
M/S Maa Vaishnoo Infra Venture Pvt Ltd
M/s PBC Infrastructure India Private Limited
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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