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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.0 CrAccepted-AOC M M I G B 96 RAMGANGA VIHAR PHASE 2 MORADABAD | MORADABAD | MORADABAD | UTTAR PRADESH | ₹12.0 Cr Quoted ₹11.7 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹11.7 CrRejected-Finance | ₹11.7 Cr | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical 22 AAKASH PURAM VISTAR PILIPHIT BYPASS BAREILLY | - | - | Rejected-Technical Reject |
Tender Value
₹1.2 Cr
EMD Value
₹25 L
Closing Date
16 Jan 2025, 12:00 pmClosed
se badaun pilibhit circle pwd bareilly
se badaun pilibhit circle pwd bareilly
widening and strengthening of Khamariya Kanakor Umarsarh road (ODR) (length 11.900 km) of the year 2024-25 in Distt. Pilibhit
2024_CEBLY_985324_1
10418/533C (E-Tender)-08/2024-25 Date 29-11-2024
Open Tender
Civil Works - Roads
365 days
bareilly
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,714
₹25 L
Yes
5 Mar 2025
21 Dec 2024
16 Jan 2025
21 Dec 2024
16 Jan 2025
21 Dec 2024
21 Dec 2024 - 16 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 As Per Mort&h Clause No-3.06-301
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 rotavator 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 and spreading of graded stone aggregate (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed material by tipper to site , laying with 1% OPC cement and 3.5% Emulsion in uniform single layer on sub base/subgrade and compacting with the road roller to achieve the desire density. For Stabilised Layer.
Providing and laying tack coat with bitumen VG-10 using pressure distributor at the rate of 0.3 Kg. (as per UPPWD) Per sqm on the prepared primed surface cleaned with mechanical broom
Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour 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. 509 complete in all respects Grading 2
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 405 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
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 Mort&h Clause No- 3.16-305
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
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 Machanical Compaction)
Plain cement concrete 1:3:6 nominal mix with crushed stone aggregate 40 mm nominal size mechanically mixed
Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications Clause no.600,1200&1203
Supply & laying of compacted 40 mm gauge brick ballast around and below hume pipe (As per N.S. Item No. 2 C)
StruckPointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
Supply of 600mm dia R.C.C. Hume Pipe NP-3
Laying & Fixing of R.C.C. Hume Pipe (NP3) as per direction of E/I
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
PCC Grade M20 using batching plant transit mixer & manual placing as per specification number 9.9-1300&2200
RCC Grade M20 using batching plant transit mixer & manual placing
BHARDWAJ UNIBUILD PRIVATE LIMITED (BID ID -4853900)
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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