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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.9 LAccepted-AOC N A | FARIDABAD | HARYANA | 121004 | L1 | Accepted-AOC Cancelled | |
| 2 | L2₹9.7 L+₹80,161.57 (8.97%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹9.8 L+₹86,737.10 (9.70%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹10.4 L+₹1.5 L (16.5%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | L5₹10.7 L+₹1.7 L (19.3%)Rejected-Finance R O VILL GARH P O BARRAM TEHSIL JAISINGHPUR DISTT KANGRA H P | KANGRA | HIMACHAL PRADESH | 175013 | L5 | Rejected-Finance L5 |
Tender Value
Refer Docs
EMD Value
₹17,200
Closing Date
22 Jun 2021, 5:00 pmClosed
Executive Engineer
Executive Engineer HPPWD Division Paonta Sahib District Sirmour (HP)
(SH- Construction of 7.10 mtr. Span RCC Box cell (3x3) culvert at RD. 0/520). (Under MMGSY).
2021_PWD_48366_4
Tender/2021-21-1099-1148 dated 28.05.2021
Open Tender
Civil Works - Bridges
Item Rate
180 days
Paonta Sahib
Please refer tender document.
11 documents required · 11 mandatory
₹350
₹17,200
5 Feb 2022
11 Jun 2021
23 Jun 2021
11 Jun 2021
22 Jun 2021
11 Jun 2021
Amount
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 back filling with approved material.
Plain cement cencrete 1:3:6(one cement : three sand : six ) nominal mix in foundation with crushed stone aggregate 40 mm (forty milimetres)nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14(Fourteen) days, including all leads, lifts and carriage of materials, including all leads, lifts and carriage of materials, as per entire satisfaction of Engineer-in-charge.
Plain/reinforced cement concrete in open foundation complete as per drawing and Techanical Specificaion PCC Grade M-20 R.C.C. 1:2:4(one cement : two sand : four graded stone aggregate) in foundation, including all leads, lifts and carriage of materials as per entire satisfaction of Engineer-in-charge.
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M 25 ( Using Concrete Mixer), including all leads, lifts and carriage of materials as per entire satisfaction of Engineer-in-charge
Supplying fitting and placing HYSD bar reinforcement in super structure complete as per drawing and technical specification. including all leads, lifts and carriage of materials as per entire satisfaction of Engineer-in-charge
Drainage spout complete as per drawing and technical specification. including all leads, lifts and carriage of materials as per entire satisfaction of Engineer-in-charge
Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighing not less than 40 kg each.) including all leads, lifts and carriage of materials as per entire satisfaction of Engineer-in-charge
Providing and laying concrete for plain/reinforced concrrete in open foundation complete as per drawing and technical specification clauses 802,803,1202 & 1203( 1:4:8 40mm nominal size.) including all leads, lifts and carriage of materials as per entire satisfaction of Engineer-in-charge
Back filling behind abutment, wing walls and return walls complete as per drawing and Technical Specification.
Providing weepholes in brick masonry/stone masonry/plain reinforced conrete abutment,wing wall, return wall with 100 mm dia. PVC pipe extending through the full width of the structures with slope of 1(v) : 20 (H) towards drawing face complete as per drawing and technical specification clauses 614,709,1204.3.7. including all leads, lifts and carriage of materials as per entire satisfaction of Engineer-in-charge
Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.5 mtr , transporting to site , spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical specification clause 301.5. including all leads, lifts and carriage of materials as per entire satisfaction of Engineer-in-charge
Mohan Singh
Islam
Bhupender Chauhan
Ashwani kumar
Basti Ram
stage.html
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
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fin_eval.pdf
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