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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.8 CrAccepted-AOC | ₹17.8 Cr | L1 | Accepted-AOC This is L1 |
| 2 | L2₹18.2 CrRejected-Finance NAWABGANJ GONDA UTTAR PRADESH 271303 | GONDA | GONDA | UTTAR PRADESH | 271303 | ₹18.2 Cr | L2 | Rejected-Finance Rejected due to higher rate quoted. |
| 3 | L3₹18.4 CrRejected-Finance GRAM DEVRADA TARABGANJ DISTRICT GONDA UTTAR PRADESH | GONDA | UTTAR PRADESH | 271001 | ₹18.4 Cr | L3 | Rejected-Finance Rejected due to higher rate quoted. |
Tender Value
Refer Docs
EMD Value
₹30 L
Closing Date
18 Jun 2021, 12:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer, Bahraich-Shrawasti Circle, P.W.D., Bahraich
Widening and Strengthening of Ikauna-Visheshwarganj-Ganga Jamuni-Rampur Dubha Road (O.D.R.) Km.-5 to 14 and Km. 35 (120) to 39(180) Under Twarit Aarthik Vikas Yojna in Financial Year 2020-21 (Vidhan Sabha-Payagpur) in Distt. Bahraich
2021_CEDPW_589506_1
1576/8 Kam/e_Tendering/2020-21 Dated 21-05-2021
Open Tender
Civil Works
330 days
Bahraich
Please refer Tender documents.
2 documents required · 2 mandatory
₹12,154
₹30 L
Yes
Bahraich
4 Aug 2021
25 May 2021
19 Jun 2021
4 Jun 2021
18 Jun 2021
4 Jun 2021
8 Jun 2021
Amount
Excavation for road work in soil with hydaulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirement of lines grades and cross sections, and transporting to the emban
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 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 One Km. Cartage earth
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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. as per clause 406
Stab. Wet Mix Macadam 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. as per clause 406.
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 310 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing
Providing and applying tack coat with V.G. !0 bitumen using pressure distributor at the rate of 0.30 kg per sqm on prepared bituminous surface treated with primer as per clause 503.
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 as per clause 509.
Construction of sub-grade 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
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 clause 304.
Plain cement concrete 1:4:8 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. as per clause 2100.
Plain/Reinforced Cement Concrete M-15 in Open Foundation complete as per Drawing and Technical Specifications.as per clause 2100.
Supplying, fitting and placing Mild steel reinforcement complete in sub-structure as per drawing and Technical Specification. as per clause 1622.
M/S SRI JAN CONSTRUCTION
M/s Alok Construction
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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