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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance NA | Admitted-Finance |
Tender Value
Refer Docs
EMD Value
₹66,000
Closing Date
2 Feb 2021, 6:00 pmClosed
E E B and R Divn HPPWD ROHRU
E E B and R Divn HPPWD ROHRU
(SH-C/O 15 mtr span RCC Slav Bridge at RD 0/900)
2021_PWD_43758_1
PW-RD-GA-11886-986dt16-10-20
Open Tender
Civil Works - Bridges
Item Rate
90 days
Rohru
Please refer Tender documents.
11 documents required · 11 mandatory
₹1,500
₹66,000
9 Feb 2021
23 Jan 2021
3 Feb 2021
23 Jan 2021
2 Feb 2021
23 Jan 2021
Amount
Excavation for structure Earth work in excavation of foundation of structure as per drawing and technical specifications including setting out, construction of shoring and bracking, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved materials by manually means depths above 6mtr within all leads and lifts as per directions of Engineer in charge.
PCC 1:3:6 foundation (plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechnaincally mixed placed in foundation and compacted by vibration including cutting for 14 days within all leads and lifts as per directions of Engineer in charge.
plain/reinforced cement concrete in open foundation complete as per drawing and technical specification PCC M 20 within all leads and lifts as per directions of Engineer in charge.
Finishing and placking reinforced/prestressed cement concrete in super structure as per drawing and technical specification RCC M 30 hieght above 10mtr within all leads and lifts as per directions of Engineer in charge.
suppling and fiting and placking un-coated HYSD bar reinforced cement super structure complete as per drawing and technical specification within all leads and lifts as per directions of Engineer in charge.
C/O pdrecast RCC railling M 30 grade size not exceding 12mm true to line and grade tolerasnce of vertical RCC post not to exceed 1 in 500 center of center spacing between vertical post not to exceed 2000mm leveling adquate speace between vertical post of expension complete as per approved drawing and technical specification as within all leads and lifts as per directions of Engineer in charge.
Drainage spouts complete as per drawing and technical specification as within all leads and lifts as per directions of Engineer in charge.
providing and fixing 2mm thick corrugated copper plate in expension joints complete as per drawing and technical specification within all leads and lifts as per directions of Engineer in charge.
providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and technical specification within all leads and lifts as per directions of Engineer in charge.
plain/reinforced cement concrete in open foundation complete as per drawing and technical specification PCC grade M 15 CC 1:4:8 within all leads and lifts as per directions of Engineer in charge.
providing weep hole in brick masonry/plain/reinforced concrete abutment wing wall rfturn wall with 100mm dia AC pipe extending through the full width of the structure with slope of IV 20H towards drawing and technical specification.
Back filling behind abutment wing wall and return wall complete as per drawing and technical specificastion in grular materials within all leads lifts.
earth filling behind the wing wall and abutment wall etc within all leads and lifts as per directions of Engineer in charge.
Elastomeric slab steel expension joint (providing and laying an elastameric slab steel expension joint catering to right of slew (less than 30 deg moderatery courved with maxium horitontal movemet upto 50mm complete as per approved drawing and standared specification to be installed bt the manufctours/ supplier of their authorised representative ensuring complete to manufctors instruction of installation and cluse 2606 of MORTH specifications for foad and bridge work within all leads lifts as per directions of Engineer-in-charge
Sushil Chauhan
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tech_bid_open.pdf
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fin_bid_open.pdf
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