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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.2 CrAccepted-AOC | ₹12.2 Cr | L1 | Accepted-AOC Financial bid is accepted at the rate of price Rs. 122425372.10 |
| 2 | L2₹12.3 CrRejected-Finance | ₹12.3 Cr | L2 | Rejected-Finance L2 |
| 3 | L3₹12.4 CrRejected-Finance | ₹12.4 Cr | L3 | Rejected-Finance L3 |
| 4 | L4₹12.4 CrRejected-Finance | ₹12.4 Cr | L4 | Rejected-Finance L4 |
| 5 | L5₹13.0 CrRejected-Finance | ₹13.0 Cr | L5 | Rejected-Finance L5 |
Tender Value
₹15.8 Cr
EMD Value
₹30 L
Closing Date
17 Nov 2022, 12:30 pmClosed
SE Bareilly Circle PWD Bareilly
SE Bareilly Circle PWD Bareilly
In Distt Shahjahanpur Widening and Strengthening of Puwayan- Nigohi-Tilhar- Jaitipur-Dataganj- Badaun Road (SH-126) Ch.-76.567 to 83.567 (Length 7.00 Km) (Shahjahanpur Sambhag)
2022_CEBLY_740702_1
7780/142C(E-Tender)-3/22 Dt 07-10-2022
Open Tender
Civil Works - Roads
270 days
Shahjahanpur
As Per Tender Documents
3 documents required · 3 mandatory
₹2,725
₹30 L
Yes
Bareilly
16 Mar 2023
20 Oct 2022
17 Nov 2022
20 Oct 2022
17 Nov 2022
20 Oct 2022
22 Oct 2022
Amount
Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all lifts and leads
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
Construction of embankment with approved material obtained from borrowpits with all lifts and leads,spreading,grading to required slope and compacted to meet requirement of table 300-2, MORT&H Specification-305
Construction of subgrade 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 Subgrade and Earthen Shoulders (For Carted Earth upto 2.00 Km).
Construction of subgrade 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 Patri
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.
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 subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
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. (3.50% Emulsion + 1% Cement)
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 applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
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
Earth work 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 and backfilling with approved material.
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.
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
Providing Laying reinforced cement concrete in open foundations & sub-structure complete as per drawings and technical specifications Clause RCC grade M25 using batching mix plant.
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M20 As per Ref to MoRTH specifications 1500, 1700 & 2100 Sr.No 12.8 RCC Grade M20
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications
Stone Ballast 40 mm gauge filling behind abutment, wing wall & return wall complete as per drawing & technical specification.
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in Single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry For 1000 mm Dia HP
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres
M/S SOBTI INFRATECH LIMITED
M/S Yash Technobuild Pvt. Ltd.
M/S AJAY PRAKASH ASSOCIATES
M.P. SINGH TOMAR
M/s Raj Laxmi Enterprises
SHARMA CONSTRUCTION PROJECT PVT LTD
KRISHNA CONSTELLATION PRIVATE LIMITED
M/s Pawan Traders
M/s PSP Construction
NP BUILDWELL 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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