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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.5 CrAccepted-AOC | ₹6.5 Cr | L1 | Accepted-AOC AOC |
| 2 | L2₹6.5 Cr+₹66,126.52 (0.10%)Rejected-Finance | ₹6.5 Cr+₹66,126.52 (0.10%) | L2 | Rejected-Finance HIGH RATE |
Tender Value
₹6.7 Cr
EMD Value
₹43.6 L
Closing Date
8 Mar 2024, 12:00 pmClosed
SUPERINTENDING ENGINEER
SE BALLIA CIRCLE PWD BALLIA
Work of widening and strengthening of 4.500 Km Bansdih Kharouni Road in Ballia district (ODR)
2024_CEUAZ_909657_1
630/NIVIDA(CD)-BALLIA CIRCLE/2023 Date- 03.02.2024
Open Tender
Civil Works
Item Rate
365 days
BALLIA
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,130
₹43.6 L
SE BALLIA CIRCLE PWD BALLIA
13 Jun 2024
2 Mar 2024
8 Mar 2024
2 Mar 2024
8 Mar 2024
2 Mar 2024
4 Mar 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 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 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 machenical mix plant carriage of mixed material by tipper to site , laying of 1% OPC cement and 3.5% emulsion in uniform layers with paver in sub-base / base course on well prepared surface and compacing with vibratory roller to achieve the desired density.
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 0.30 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
Providing and laying of hot applied thermoplastic compound 5.0 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 5.0 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 Lucknow SOR Chapter 26, S.No. 11
Village sign board
Cautionary Sign board
Traffic signs maximum speed limit
Traffic signs Stop Sign board
School Sign board
Petrol Pump Sign board
Give way sign board
Chevron Board
Left Right Turn Board
Km stones and hectometer stone
R N Contractor and Supplier
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Download all tender documents and submit your bid
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