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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.7 CrAccepted-AOC | ₹16.7 Cr | L1 | Accepted-AOC THIS IS L1 SO ACCEPTED |
| 2 | L2₹18.5 CrRejected-Finance | ₹18.5 Cr | L2 | Rejected-Finance REJECTED BEING HIGHER RATE |
| 3 | L2₹18.5 CrRejected-Finance B 708 SECTOR C MAHANAGAR LUCKNOW | LUCKNOW | UTTAR PRADESH | 226001 | ₹18.5 Cr | L2 | Rejected-Finance REJECTED BEING HIGHER RATE |
| 4 | L3₹18.9 CrRejected-Finance | ₹18.9 Cr | L3 | Rejected-Finance REJECTED BEING HIGHER RATE |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
Refer Docs
EMD Value
₹30 L
Closing Date
5 Mar 2021, 12:00 pmClosed
S.E. Lucknow Circle, Lucknow
S.E. Lucknow Circle, Lucknow
WIDENING AND STRENTHENING OF SARAI-BAHERIYAKHEDA-BHOJPUR1-DAULATPUR ROAD CH- 0-000 TO 15-000KM IN DISTT- RAEBARELI
2021_CEUCZ_557130_1
7846/401C(2)-LKOCIR/2020-21 DT. 31.12.2020
Open Tender
Civil Works - Roads
365 days
RAEBARELI
WIDENING AND STRENTHENING OF SARAI-BAHERIYAKHEDA-BHOJPUR1-DAULATPUR ROAD CH- 0-000 TO 15-000KM IN DISTT- RAEBARELI
2 documents required · 2 mandatory
₹2,360
₹30 L
Yes
S.E. Lucknow Circle, Lucknow
9 Jun 2021
19 Feb 2021
6 Mar 2021
19 Feb 2021
5 Mar 2021
19 Feb 2021
20 Feb 2021
Amount
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
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.
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 and spreading of graded stone aggregate (WMM Stabilised layer) 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(SS) 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 VG_10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared surface cleaned with hydraulic broom.
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
Plain cement concrement 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days.
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
Plastering with cement mortar (1:3) 15 mm thick on brickwork in substructure/ superstracutre as per technical specification clauses 613.4 & 1204
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
Laying reinforced cement concrement pipe for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation, protection works, back filling, concrete and masonary works in head walls and parapets (HP Culvert 1000 mm dia)
Laying reinforced cement concrement pipe for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation, protection works, back filling, concrete and masonary works in head walls and parapets (HP Culvert 600 mm dia)
Laying reinforced cement concrement pipe for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation, protection works, back filling, concrete and masonary works in head walls and parapets (HP Culvert 350 mm dia)
Providing and laying reinforced cement concrete M 25 grade in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5
Supplying fitting and placing HYSD bar reinforcement in Sub structure complete as per drawing and Technical Specifications clauses 1002, 1010 and 1202
Supply and fixing PVC pipe 110mm dia approved quality for weep holes including cost of all material, labour, T&P etc. required for proper completion of work as per direction of Engineer-in-charge.
M/S SURYANSH INFRA DEVELOPERS PVT LTD
M/S ANMOL ASSOCIATES
RAVINDRA PRATAP SAHI
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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