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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.0 CrAccepted-AOC 0 | ₹15.0 Cr | L1 | Accepted-AOC lowest bidder awarded |
| 2 | L2₹15.6 CrRejected-Finance | ₹15.6 Cr | L2 | Rejected-Finance Rejected being higher rate |
| 3 | L3₹16.1 CrRejected-Finance | ₹16.1 Cr | L3 | Rejected-Finance Rejected being higher rate |
| 4 | L4₹17.1 CrRejected-Finance | ₹17.1 Cr | L4 | Rejected-Finance Rejected being higher rate |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹21.5 Cr
EMD Value
₹43 L
Closing Date
5 Feb 2024, 12:00 pmClosed
SE, Unnao Circle, PWD, Unnao
SE, Unnao Circle, PWD, Unnao
Widening and Strengthening of Kalimitti-Fatehpur 84- Dabauli- Shivrajpur ODR ch. 2.270 to 17.250 (length 14.980km)
2024_CEUCZ_885881_1
305MT/1MT/Etendre/UC/23-24 dt. 18.01.2024
Open Tender
Civil Works
450 days
Unnao
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,715
₹43 L
Yes
Unnao
3 May 2024
27 Jan 2024
5 Feb 2024
27 Jan 2024
5 Feb 2024
27 Jan 2024
27 Jan 2024
Amount
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 Cess And Excluding G.S.T.)
Construction of embankment with approved material obtained from Local Earths with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.(Including Labour Cess And Excluding G.S.T.)
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.(Including Labour Cess And Excluding G.S.T.)
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 lifts and lead upto 1000m(Including Labour Cess And Excluding G.S.T.)
Construction of subgrade and 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 And Excluding G.S.T.)
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 And Excluding G.S.T.)
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.(Including Labour Cess And Excluding G.S.T.)
Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70kg/sqm usingmannual means .(Including Labour Cess And Excluding G.S.T.)
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.(Including Labour Cess And Excluding G.S.T.)
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.(Including Labour Cess And Excluding G.S.T.)
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.(Including Labour Cess And Excluding G.S.T.)
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 Cess And Excluding G.S.T.)
Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Including Labour Cess And Excluding G.S.T.)
Plain cement concrement 1:2:4 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days.(Including Labour Cess And Excluding G.S.T.)
Providing and laying reinforced cement concrete M 25 grade in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5(Including Labour Cess And Excluding G.S.T.)
Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications clauses.(Including Labour Cess And Excluding G.S.T.)
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications(Including Labour Cess And Excluding G.S.T.)
Brick masonry work in 1:3 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical speficiations clauses 600, 1202 & 1203(Including Labour Cess And Excluding G.S.T.)
Plastering with cement mortar (1:4) 15 mm thick on brickwork in substructure/superstracutre as per technical specification clauses 613.4 & 1204(Including Labour Cess And Excluding G.S.T.)
Pointing with cement mortar (1:3) on brickwork in sub structure & super structure as per drawing and technical specification clauses 613.3 , 1204 and 1208.4(Including Labour Cess And Excluding G.S.T.)
Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification. ..(Including Labour Cess And Excluding G.S.T.)
M/s Kaiser Construction Engineers and Contractor
M/s Raj Laxmi Enterprises
M/s Alok Infra Projects
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Download all tender documents and submit your bid