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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.5 CrAccepted-AOC | ₹4.5 Cr Quoted ₹4.6 Cr | L1 | Accepted-AOC FINANCIAL BID ACCEPTED AT THE PRICE OF RS.45452926.00 |
| 2 | L2₹5.0 Cr+₹38.2 L (8.28%)Rejected-Finance | ₹5.0 Cr+₹38.2 L (8.28%) | L2 | Rejected-Finance Rejected due to higher rate quoted |
| 3 | L3₹5.0 Cr+₹38.6 L (8.37%)Rejected-Finance | ₹5.0 Cr+₹38.6 L (8.37%) | L3 | Rejected-Finance Rejected due to higher rate quoted |
| 4 | L4₹5.1 Cr+₹50.5 L (11.0%)Rejected-Finance P W D AYODHYA | ₹5.1 Cr+₹50.5 L (11.0%) | L4 | Rejected-Finance Rejected due to higher rate quoted |
| 5 | L5₹5.4 Cr+₹76.2 L (16.5%)Rejected-Finance | ₹5.4 Cr+₹76.2 L (16.5%) | L5 | Rejected-Finance Rejected due to higher rate quoted |
Tender Value
₹7 Cr
EMD Value
₹14 L
Closing Date
17 Mar 2025, 12:00 pmClosed
Superintending Engineer
0/0 Superintending Engineer Ayodhya/Ambedkarnagar Circle, P.W.D. Ayodhya
Widening and Strengthening of Tikaitganj-Bajgahani-Sitapur Border Road (ODR) Km. 12.000 to 15.000 in District Barabanki
2024_CEUFZ_986398_1
8401/1KAM(BARA)E-Tender/2024 date 11-12-2024
Open Tender
Civil Works - Roads
Item Wise
365 days
Barabanki
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹14 L
Yes
Ayodhya
22 May 2025
23 Dec 2024
17 Mar 2025
23 Dec 2024
17 Mar 2025
23 Dec 2024
10 Jan 2025
Amount
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 clouse 301
Construction of Embankment with approved material obtained from borrow pits with all lifts & leads upto 5.00 km , transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
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.(For local earth) clouse 305
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.(For local earth) clouse 305 (Compaction only)
Construction of granular sub-base (GSB) 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 (WMM) 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. clause 406
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (WMM) (Stabization with 1% Cement & 3.50% Emulsion by weight of Mix) 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.(ETA)
Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. complete as per clause 503(ii)
Providing and laying bituminous concrete (BC- II) with higher capacity 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
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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. clouse 304
Plain cement concrete 1:3:6 norminal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. Clouse 2100 (SOR 280)
Providing and laying Reinforced cement concrete in M-20 grade concrete including reinforcement and formwork complete as per drawing and Technical specification and as per relevant clauses of section 1500, 1600, 1700 and clause 2704 of specification Sl no. 12.8 D Clouse 12.08
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
The routine maintenance of above road work including earthen shoulder, and bitumenous pavement etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) 1St Year Maintenance Cost @ Charge - 0.00% (Total Cost of Item nos. 1 to 13)
The routine maintenance of above road work including earthen shoulder, and bitumenous pavement etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) 2nd Year Maintenance Cost @ 0.25% (Total Cost of Item nos. 1 to 13)
The routine maintenance of above road work including earthen shoulder, and bitumenous pavement etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) 3rd Year Maintenance Cost @ 0.50% (Total Cost of Item nos. 1 to 13)
The routine maintenance of above road work including earthen shoulder, and bitumenous pavement etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) 4th Year Maintenance Cost @ 0.75% (Total Cost of Item nos. 1 to 13)
The routine maintenance of above road work including earthen shoulder, and bitumenous pavement etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) 5th Year Maintenance Cost @ 1.0% (Total Cost of Item nos. 1 to 13)
M/S ABHINAV CONTRACTORS (BID ID -5052494)
SUBEDAR SINGH CONTRACTOR (BID ID -5028623)
D R CONSTRUCTION (BID ID -4873605)
RAHAT ALI (BID ID -5047433)
M/S KAPOOR STONE SUPPLIERS (BID ID -5049244)
M/s Raj Laxmi Enterprises (BID ID -5052438)
M/S HINDUSTAN CONSTRUCTION (BID ID -5026557)
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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