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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.8 LRejected-Finance NIL | L1 | Rejected-Finance Bid has been ancelled as the DPR of said road has been prepared under PMGSY | |
| 2 | L2₹8.7 L+₹88,270 (11.3%)Rejected-Finance R O PRIMTA NIWAS GAHAN SANJAULI SHIMLA 171006 | SHIMLA | HIMACHAL PRADESH | 171006 | L2 | Rejected-Finance Rejected as the DPR for this road hs been prepared under PMGSY | |
| 3 | Rejected-Technical | - | Rejected-Technical Technically non responsive | |
| 4 | Rejected-Technical | - | Rejected-Technical Technically non resposnive |
Tender Value
₹9.7 L
EMD Value
₹19,300
Closing Date
5 Nov 2022, 5:00 pmClosed
Executive Engineer
Theog Division, HPPWD
Construction of Retaining wall in wire crate at RD 5.580 to 5,592.50 and 5.592.50 to 5/602.50
2022_PWD_66693_1
THD/CB/Tender/2022-11061-75
Open Tender
Civil Works - Roads
Item Rate
60 days
Theog Tehsil Theog Distt. Shimla HP
As per GCC
12 documents required · 12 mandatory
₹350
Yes
₹19,300
8 Feb 2023
29 Oct 2022
7 Nov 2022
29 Oct 2022
5 Nov 2022
29 Oct 2022
Amount
Excavation in soil in Hilly area by Manual means including cutting and trimming of side slopess and disposing of excavated earth with a lift upto 1.5 mtr. and a lead upto 20 mtr. As per technical specification clause 1603.1 including in all leads and lifts as per directioin of Engineer-in-Charge.
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material including all leads and lifts as per direction of the Engineer-in-Charge. (Ordinary Soil)
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301including all leads and lifts as per direction of the Engineer-in-Charge.
Providing and Laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1204including all leads and lifts as per direction of the Engineer-in-Charge (1:4:8) 40 mm
Stone filling behind the retaining wall. all leads and lifts as per direction of the Engineer -in -Charge.
Gian Chand
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