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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.8 CrAccepted-AOC | ₹26.8 Cr Quoted ₹26.9 Cr | L1 | Accepted-AOC DUE TO L1 |
| 2 | L2₹27.7 CrRejected-Finance B 708 SECTOR C MAHANAGAR LUCKNOW | LUCKNOW | UTTAR PRADESH | 226001 | ₹27.7 Cr | L2 | Rejected-Finance REJECTED BEING HIGHER RATE |
| 3 | L3₹27.7 CrRejected-Finance | ₹27.7 Cr | L3 | Rejected-Finance REJECTED BEING HIGHER RATE |
| 4 | L4₹29.2 CrRejected-Finance | ₹29.2 Cr | L4 | Rejected-Finance REJECTED BEING HIGHER RATE |
| 5 | L5₹30.0 CrRejected-Finance | ₹30.0 Cr | L5 | Rejected-Finance REJECTED BEING HIGHER RATE |
Tender Value
₹38.9 Cr
EMD Value
₹50 L
Closing Date
7 Feb 2024, 12:00 pmClosed
SE, LUCKNOW CIRCLE, PWD, LUCKNOW
OFFICE OF SE, LUCKNOW CIRCLE, PWD, LUCKNOW
Strengthening Work of Bilgram Unnao Prayagraj Road (SH-38) Km- 170 to 192 (Length 23.000 Km And Width 7.00 M) in Distt. Raebareli
2024_CEUCZ_884799_1
324/401C(1)-L.CIR/23-24, Dt. 12-01-24
Open Tender
Civil Works
300 days
RAEBARELI
Strengthening Work of Bilgram Unnao Prayagraj Road (SH-38) Km- 170 to 192 (Length 23.000 Km And Width 7.00 M) in Distt. Raebareli
2 documents required · 2 mandatory
₹2,360
₹50 L
Yes
OFFICE OF SE, LUCKNOW CIRCLE, PWD, LUCKNOW
11 Jun 2024
24 Jan 2024
7 Feb 2024
24 Jan 2024
7 Feb 2024
24 Jan 2024
30 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.
Providing, laying and spreading of graded stone aggregate (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed material by tipper to site , laying with 1% OPC cement and 3.5% Emulsion in uniform single layer on sub base/subgrade and compacting with the road roller to achieve the desire density.
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
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
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. (Cartage Earth)
Construction of U-Type RCC drain in abadi portion of road as per drawing :- Earth work in excavation in trenches for foundation pipes, cable etc, in ordinary soil (Loan clay or sand) including lift upto 1.50 m lead upto 50m and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer-in-charge within a lead of 50m. (S.I. No. 251)
Plain cement concrement 1:3:6 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
Providing and laying reinforced cement concrete M-20 grade in super structure as per drawing and technical specifications. (including formwork)
Supplying fitting and placing HYSD bar reinforcement in super structure complete as per drawing and Technical Specifications clauses 1002, 1010 and 1202
Laying of 600mm dia NP3 Hume Pipe as Road Cross Drainage etc complete.
Interlocking concrete Block pavement work :- 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.
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 laying of interlocking concrete Block pavement having thickness 80 mm as per drawing and technical specification Clause 1504. (Exclusive G.S.B.) (As per MORD 1500 (6.7))
M/S SURYANSH INFRA DEVELOPERS PVT LTD
M/S SRI BHAWAN
M/s Raj Laxmi Enterprises
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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