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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.6 CrAccepted-AOC | ₹7.6 Cr | L1 | Accepted-AOC AOC |
| 2 | L2₹7.6 Cr+₹3.3 L (0.44%)Rejected-Finance 24 JEEVAN PLAZA VIRAM KHAND 5 GOMTI NAGAR LUCKNOW UTTAR PRADESH | LUCKNOW | LUCKNOW | UTTAR PRADESH | ₹7.6 Cr+₹3.3 L (0.44%) | L2 | Rejected-Finance HIGH RATE |
Tender Value
₹7.9 Cr
EMD Value
₹15.8 L
Closing Date
30 Dec 2024, 12:00 pmClosed
SUPERINTENDING ENGINEER
SE BALLIA CIRCLE PWD BALLIA
Work of widening and strengthening of Ballia Sikandarpur Road to Kesroua Road (ODR) (including 05 year maintenance cost)
2024_CEUAZ_986483_1
5149/NIVIDA(CD)-BALLIA CIRCLE/2024 Date- 10.12.2024
Open Tender
Civil Works
Item Rate
365 days
BALLIA
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,130
₹15.8 L
SE BALLIA CIRCLE PWD BALLIA
26 Jan 2025
24 Dec 2024
30 Dec 2024
24 Dec 2024
30 Dec 2024
24 Dec 2024
26 Dec 2024
Amount
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.
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
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.
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 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.
Providing and applying primer coat with SS1 grade 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 laying dense graded bituminous macadam with higher capacity batch type HMP 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 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 at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
Providing and laying bituminous concrete 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
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 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 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
Providing and laying of hot applied thermoplastic compound 2.50 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.50 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
Supply and erection of built up overhead cantilever structure 6 m span comprising of one vertical post of 6 m height made of 300 mm NB heavy class MS pipe as vertical member welded with 10 mm plate at top & 12 mm plate at bottom, RCC with 1:2:4 cement coarse sand and 20 mm stone grit including supply and fixing of 25 mm dia foundation bolt of 600 mm long as per provision of structure design including cost of reinforcement and shuttering. The lateral vertical clearence and complete
Retro reflecting sign alluminium pannel
Village sign board
Cautionary Sign board
Km stones and hectometer stone
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. (Excluding GST)
Plain cement concrete 1:3:6 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. (Excluding GST)
RCC Grade M-20 using batching plant transit mixer & manual placing
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
Supply and providing of 450 mm Dia Pipe
Supply and providing of 600 mm Dia collar
M-150 brick work in 1:3 cement and coarse sand mortar in foundation and plinth etc. required for proper completion of the work S.I.No. 305
Struck cement pointing in 1:3 cement sand mortar including supply of all materials labour tools and plants etc. required for proper completion of the work S.I.No. 574
SHIVANSH CONSTRCUTION (BID ID -4814594)
tech_bid_open.pdf
tech_eval.pdf
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fin_eval.pdf
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