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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.2 CrAccepted-AOC SITAPUR | SITAPUR | UTTAR PRADESH | 261001 | ₹5.2 Cr | L1 | Accepted-AOC Due to L1 |
| 2 | L2₹5.4 Cr+₹17.4 L (3.36%)Rejected-Finance | ₹5.4 Cr+₹17.4 L (3.36%) | L2 | Rejected-Finance Due to L2 |
| 3 | L3₹5.7 Cr+₹47.2 L (9.10%)Rejected-Finance | ₹5.7 Cr+₹47.2 L (9.10%) | L3 | Rejected-Finance Due to L3 |
| 4 | L4₹6.7 Cr+₹1.5 Cr (29.0%)Rejected-Finance 0 ISLAMPUR BELDHA DEVIPUR TANDA AMBEDKAR NAGAR UTTAR PRADESH 224190 | AMBEDKAR NAGAR | UTTAR PRADESH | 224190 | ₹6.7 Cr+₹1.5 Cr (29.0%) | L4 | Rejected-Finance Due to L4 |
| 5 | L5₹6.9 Cr+₹1.7 Cr (33.1%)Rejected-Finance 198 MUNSHIGANJ SHYAM NATH ROAD SITAPUR | SITAPUR | SITAPUR | UTTAR PRADESH | ₹6.9 Cr+₹1.7 Cr (33.1%) | L5 | Rejected-Finance Due to L5 |
Tender Value
Refer Docs
EMD Value
₹14.5 L
Closing Date
15 Jan 2025, 12:00 pmClosed
Superintending Engineer Sitapur/Kheri Circle PWD S
Office of the S.E.Sitapur/Kheri Circle PWD Sitapur
Widening and Strengthing of Lucknow Kursi Mahmoodabad Road (SH-172) (Ch. 51.000-54.190)
2025_CEUCZ_990768_1
6829/352C/E.TEND/STP-LMP/24-25 Dt.10-12-2024
Open Tender
Civil Works - Roads
Item Rate
365 days
Sitapur
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,715
₹14.5 L
Yes
Office of the S.E.Sitapur/Kheri Circle PWD Sitapur
19 Feb 2025
7 Jan 2025
15 Jan 2025
7 Jan 2025
15 Jan 2025
7 Jan 2025
8 Jan 2025
Amount
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. as per morth specification no 201 SOR Sitapur
Construction of Emabankment with approved material obtained from Roadway Land 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 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.
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 sub- base / 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 machenical mix plant carriage of mixed material by tipper to site , laying of 1% OPC cement and 3.5% emulsion in uniform layers with paver in sub-base / base course on well prepared surface and compacing with vibratory roller to achieve the desired density.
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. (Only spreading and Compacting)
Providing and applying tack coat with VG_10 using bitumen distributor at the rate of 0.25 kg per sqm on the prepared surface cleaned with hydraulic broom .
Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG_30 @ 4.0 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 VG_10 using bitumen distributor at the rate of 0.20 kg per sqm on the prepared surface cleaned with hydraulic broom .
Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG_30 @ 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
M/S M A KHAN AND SONS (BID ID -4855689)
M/s Raj Laxmi Enterprises (BID ID -4855736)
SHIVA CONSTRUCTION (BID ID -4854742)
M/S RAHUL SINGH (BID ID -4854291)
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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