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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.1 CrAccepted-AOC | ₹6.1 Cr | L1 | Accepted-AOC Financial Bid Accepted at the Rate of
Rs. 60618033.00 |
| 2 | L2₹6.9 CrRejected-Finance | ₹6.9 Cr | L2 | Rejected-Finance L2 Higher Rate Quoted |
| 3 | L3₹8.0 CrRejected-Finance SITAPUR | SITAPUR | UTTAR PRADESH | 261001 | ₹8.0 Cr | L3 | Rejected-Finance L3 Higher Rate Quoted |
| 4 | L4₹9.6 CrRejected-Finance NOT AVAILABLE | ₹9.6 Cr | L4 | Rejected-Finance L4 Higher Rate Quoted |
| 5 | L5₹9.7 CrRejected-Finance | ₹9.7 Cr | L5 | Rejected-Finance L5 Higher Rate Quoted |
Tender Value
₹10 Cr
EMD Value
₹20 L
Closing Date
15 Dec 2025, 12:30 pmClosed
S.E., Azamgarh Circle, P.W.D., Azamgarh
S.E., Azamgarh Circle, P.W.D., Azamgarh
Widening and strengthening of Sikandarpur-Nariyanv Road(ODR)
2025_CEUAZ_1096377_2
2910/SE Tender/Azamgarh Circle /2025 Dated.17.10.2025
Open Tender
Civil Works
365 days
Azamgarh
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,590
₹20 L
3 Jan 2026
5 Dec 2025
15 Dec 2025
5 Dec 2025
15 Dec 2025
5 Dec 2025
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.as per MoRTH specification
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. as per MoRTH specification No. 301
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. as per MoRTH specification
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 as per MoRTH specification
Scrapping of old painted suface including disposal of scraped material as per MoRTH specification
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 as per MORTH specification no. 406
Providing and applying primer coat with bitumen emulsion slow setting on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502 of MoRTH specifications
Dense Graded Bituminous Macadam Grading I Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with VG-30 bituminous binder @ 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 bitumen VG-10, using bitumen pressure distributor @ 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom as per MoRTH Specification no. 503
Bituminous Concrete Grading-II Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with VG-30 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 shoulders :-Construction of subgrade and earthen shoulders with approved material obtained from borrowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement to Table 300-2 as per MoRTH specification
Plain cement concrete M-15 in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and complacted by vibration including curing in foundation as per MoRTH specification
Furnishing and placing reinforced cement concrete grade M-20 in superstructure as per drawing and MoRTH specifications.
Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and MoRTH specifications.
Providing and Laying ordinary Km stone
Providing and Laying Hectometer stone
Maintenance of 1st year after completion of work @0% of total work amount of item 1 to 16
Maintenance of 2nd year after completion of work @0.25% of total work amount of item 1 to 16
Maintenance of 3rd year after completion of work @0.50% of total work amount of item 1 to 16
Maintenance of 4th year after completion of work @0.75% of total work amount of item 1 to 16
Maintenance of 5th year after completion of work @1.00% of total work amount of item 1 to 16
VINDHYACHAL SINGH (BID ID -5745890)
SHAKUN CONSTRUCTION (BID ID -5746589)
S. S. Construction Co. (BID ID -5739597)
SHYAMA CONSTRUCTION (BID ID -5739573)
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
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ADDENDUMPDSikanderpurNariyonRoad.pdf
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