Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.3 CrAccepted-AOC | ₹10.3 Cr Quoted ₹9.9 Cr | L1 | Accepted-AOC 102659080.56 |
| 2 | L2₹10.2 CrRejected-Finance SURYA FACTORY SORAN ROAD ALIGARH | ALIGARH | ALIGARH | UTTAR PRADESH | ₹10.2 Cr | L2 | Rejected-Finance Rejected |
| 3 | L3₹10.3 CrRejected-Finance C BLOCK VISHAL ENCLAVE NEW DELHI 27 | NEW DELHI | DELHI | 110001 | ₹10.3 Cr | L3 | Rejected-Finance Rejected |
| 4 | L4₹10.9 CrRejected-Finance | ₹10.9 Cr | L4 | Rejected-Finance Rejected |
| 5 | Rejected-Technical MOH LALA TELI KI BAZARIYA SHAHJAHANPUR | - | - | Rejected-Technical Non-Responsive |
Tender Value
₹16.2 Cr
EMD Value
₹30 L
Closing Date
26 Mar 2025, 12:00 pmClosed
SE BLY CIRCLE PWD BLY
SE BLY CIRCLE PWD BLY
Widening and Strengthening of Korokuiya to Nahar Patri Katol Rahriya, Mahasir Bridge to Village Shahzadpur Road In Distt Shahjahanpur (Fin Year 2024-25)
2024_CEBLY_987537_1
11686/141C(E-Tender)-3/24 Dt. 06/12/2024
Open Tender
Civil Works - Roads
365 days
SHAHJAHANPUR
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,725
₹30 L
Yes
13 Jun 2025
28 Dec 2024
26 Mar 2025
28 Dec 2024
26 Mar 2025
28 Dec 2024
Amount
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 borrow pits with all lifts and leads,spreading,grading to required slope and compacted to meet requirement of table 300-2, MORT&H Specification-305. (For Carted Earth upto 2.0 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(Carted Earth)
Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power 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 applying tack coat with VG_10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface.
Providing and laying bituminious concrete with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.40% as per job 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 MoRT & H Specifications Clause 507 complete in all respects.
Providing and Laying of 600 mm dia Hume Pipe Complete
Providing and Laying of 350 mm dia Hume Pipe Complete
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. As per Ref to MoRTH specifications 304 Sr.No 12.1
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.
Bricks Ballast 40 mm gauge filling behind abutment, wing wall & return wall complete as per drawing & technical specification.
Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications
M/s Hanu Infrastructure Pvt Ltd (BID ID -4856779)
rohit construction company (BID ID -5069279)
SHAKUNTALA SINGH (BID ID -4951535)
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Download all tender documents and submit your bid