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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.6 CrAccepted-AOC | ₹11.6 Cr Quoted ₹22.2 Cr | L1 | Accepted-AOC Financial bid is Accepted at the price of Rs. 115715652.85 by the Employer |
| 2 | L2₹22.9 CrRejected-Finance NOT AVAILABLE | ₹22.9 Cr | L2 | Rejected-Finance Due to L2 Rate |
| 3 | L3₹23.0 CrRejected-Finance | ₹23.0 Cr | L3 | Rejected-Finance Due to L3 Rate |
| 4 | L4₹23.7 CrRejected-Finance VILL SIDHIYAWA JAGDISHPUR AMETHI UP 227817 | JAGDISHPUR | AMETHI | UTTAR PRADESH | 227817 | ₹23.7 Cr | L4 | Rejected-Finance Due to L4 Rate |
| 5 | L5₹24.0 CrRejected-Finance | ₹24.0 Cr | L5 | Rejected-Finance Due to L5 Rate |
Tender Value
Refer Docs
EMD Value
₹48.4 L
Closing Date
27 Dec 2023, 12:00 pmClosed
SE, Sitapur/Kheri Circle PWD Sitapur
Office of SE, Sitapur/Kheri Circile PWD Sitapur
Widening and Strengthening of Dhakerwa Girjapuri Road (ODR) in CH 0.000 to 15.800 in District Lakhimpur Kheri
2023_CEUCZ_872353_1
5365/352C/E.TENDER/STP-LMP/23 Dt. 04.12.2023
Open Tender
Civil Works - Roads
480 days
Lakhimpur kheri
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,715
₹48.4 L
Yes
Office of SE, Sitapur/Kheri Circile PWD Sitapur
13 Feb 2024
19 Dec 2023
27 Dec 2023
19 Dec 2023
27 Dec 2023
19 Dec 2023
22 Dec 2023
Amount
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.As per Sor Chapter- 4 2.31
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. Local earth
Construction of embankment with approved material obtained from borrow pits with all lifts and leads 5 km, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all
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. Compection only
Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres.
Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401
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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
Providing and applying primer coat with SS2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.
Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads 5km transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm using mechanical means.
Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total 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. 505 complete in all respects.
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
S. S. Construction Co.
M/S RISHIKA CONSTRUCTION
M/S DEEPAK KUMAR AGARWAL
M/s Raj Laxmi Enterprises
M/s Vishal Construction
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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