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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.4 CrAccepted-AOC | ₹5.4 Cr | L1 | Accepted-AOC first lowest |
| 2 | L2₹6.2 Cr+₹78.3 L (14.5%)Rejected-Finance | ₹6.2 Cr+₹78.3 L (14.5%) | L2 | Rejected-Finance second lowest |
| 3 | L3₹6.3 Cr+₹87.1 L (16.1%)Rejected-Finance | ₹6.3 Cr+₹87.1 L (16.1%) | L3 | Rejected-Finance third lowest |
| 4 | L4₹6.4 Cr+₹99.3 L (18.4%)Rejected-Finance 12 10 LOHIYA MARG DISTT PRAYAGRAJ U P | PRAYAGRAJ | UTTAR PRADESH | 211001 | ₹6.4 Cr+₹99.3 L (18.4%) | L4 | Rejected-Finance fourth lowest |
| 5 | Rejected-Technical | - | - | Rejected-Technical Technically not qualified |
Tender Value
₹6.9 Cr
EMD Value
₹16.6 L
Closing Date
20 May 2022, 12:00 pmClosed
S.E. Prayagraj Circle, PWD, Prayagraj
Office of the S.E. Prayagraj Circle, PWD, Prayagraj
Widening and Strengthening of Sirathu Manikpur road to Azizpur parsipur dolchi bakhtiyara hote huye uchrav road. (ODR).
2022_CEALD_698452_3
2054/11KamBPraCir/202-23 Dt 20-04-22
Open Tender
Civil Works - Roads
Item Rate
180 days
Kaushambi
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,336
₹16.6 L
Yes
Prayagraj
14 Sept 2022
13 May 2022
20 May 2022
13 May 2022
20 May 2022
13 May 2022
16 May 2022
Amount
Construction of embankment with approved material obtained from Right of way with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. Excluding cost of GST.
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 in near vicinity. Excluding cost of GST. (Open Area)
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. Excluding cost of GST. (Compaction only)
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
Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres.
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. Excluding cost of GST.
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.
Providing and applying primer coat with bitumen emulsion 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.
Providing and applying tack coat with bitumen emulsion (VG-10) using emulsion distributor at the rate of 0.30 kg to 0.40 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
Providing and laying dense graded bituminous macadam with 100 TPH computerized HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher 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. Excluding cost of GST.
Providing and laying bituminous concrete with 100 TPH computerized hot mix plant producing an average output of 75 tonne 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 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. Excluding cost of GST.
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.
Providing and laying GSB (Granular material) of bending of Hume pipe
P.C.C. M-20 grade (1:3:6) Providing concrete for plain/rainforced concrete in open foundations complete as per drawings and technical specification Clauses 802,803,1202, 1203
P.C.C. M-15 grade (1:2:4) Providing concrete for plain/rainforced concrete in open foundations complete as per drawings and technical specification Clauses 802,803,1202, 1203
Brick masonry work in cement mortar in substructure complete excepting pointing and plastering as per drawing and technical specification clauses 602, 603, 604, 1202 & 1204
Pointing with cement mortar (1:3) on brickwork/ C.R. Stone masonry as per drawing and technical specification Clause 613.3 and 1204
Supply and Laying of 350 mm Dia NP-3 (10 No) Hume pipe inclg all cost of material labour all T&P etc complete required as per direction of E/I. Excluding GST
Supply and Laying of 600 mm Dia NP-3 (3 No) Hume pipe inclg all cost of material labour all T&P etc complete required as per direction of E/I. Excluding GST
R.C.C in open foundation complete as per drawing and technical specification ( R.C.C 1:1½:3) Excluding GST
MS Iron Work
M/S Tripathi Construction
M/s A.K. Associates
Bansal Highway Infratech Pvt Ltd
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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