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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.4 LAccepted-AOC | L1 | Accepted-AOC being L1 | |
| 2 | L2₹11.2 L+₹86,429.60 (8.34%)Rejected-Finance | L2 | Rejected-Finance Being L2 |
Tender Value
₹12.1 L
EMD Value
₹24,200
Closing Date
1 Jun 2020, 10:30 amClosed
Executive Engineer
Executive Engineer NH Division HPPWD Solan
SH Construction of PCC Retaining Wall toe wall in km 56/670 to 56/680 for the year 2019-20 in the State of h.P. under FDR new
2020_PWD_37171_1
515-55
Open Tender
Civil Works
Item Rate
180 days
Nalagarh
Refer to tender document
9 documents required · 9 mandatory
₹500
Executive Engineer NH Division HPPWD Solan
₹24,200
8 Oct 2020
14 May 2020
1 Jun 2020
14 May 2020
1 Jun 2020
14 May 2020
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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work including all lead lift and carriage of material by all mode of transportation as perMoRT&H Specification clause 304 fifth revision and entire satisfaction and direction of the Engineer-In-Charge..
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. M-15 as per MoRT&H Specification Clause 1500, 1700 and 2100 as per fifth revision including all lead lift and carriage of material by all mode of transportation to the entire satisfaction and direction of the Engineer-In Charge.
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. M-20 as per MoRT&H Specification Clause 1500, 1700 and 2100 as per fifth revision including all lead lift and carriage of material by all mode of transportation to the entire satisfaction and direction of the Engineer-In Charge.
Providing weep holes in brick masonry / stone masonry /plain reinforced concrete 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 as per direction of the Engineer-in-Charge in all leads and lifts and carriage of materials by all means of transport etc.
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind retaining wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
RAJINDER KUMAR CONTRACTOR
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