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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.7 CrAccepted-Finance | ₹18.7 Cr | L1 | Accepted-Finance LOW RATE |
| 2 | L2₹19.6 CrRejected-Finance | ₹19.6 Cr | L2 | Rejected-Finance HIGH RATE |
Tender Value
₹18.7 Cr
EMD Value
₹37.5 L
Closing Date
9 Mar 2024, 12:00 pmClosed
SUPERINTENDING ENGINEER
SE BALLIA CIRCLE PWD BALLIA
Construction work of the road from Shivpur Diyar Nambari to Bihar border via Pranpur in Ballia district
2024_CEUAZ_910560_1
523/NIVIDA(CD)-BALLIA CIRCLE/2023 Date- 01.02.2024
Open Tender
Civil Works
365 days
BALLIA
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,130
₹37.5 L
SE BALLIA CIRCLE PWD BALLIA
21 Mar 2024
4 Mar 2024
9 Mar 2024
4 Mar 2024
9 Mar 2024
4 Mar 2024
5 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.
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 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 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 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 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 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 dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder(VG-30) @ 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 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/Laying of Geo-Cell Depth 200mm between pitching and Geotextile for reinforcing of filter medea on slopes. Light wt and strong 3D honeycomblike cellular system with polyer density 0.935 to 0.965 gm per cub cm, made of blend of variaous polyethlene and additive. Polyethlyene consists of rohmeboidal indentations over the entire strip area on both sides of strip. Polyethlyene strip is perforated with horizontal rows of maximum 10mm dia holes.
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications
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. (Appron)
Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.
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.
Granular filling with 22.4-53mm ssb Complete etc.
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.
RCC Grade M30 using batching plant transit mixer & Concrete pump
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification with RCC M-30 Super Structure
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification (Wing Wall M-30)
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification (Approach slab M-30)
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification (Wearing coat M-30)
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications (Reinforcement)
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.
Providing and laying of weep holes
Center line & Edge line
Village sign board
Cautionary Sign board
Km stones and hectometer stone
MAGNIFIQUE INFRASOLUTIONS PVT LTD
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
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