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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.7 LAccepted-AOC | L1 | Accepted-AOC ok | |
| 2 | L2₹11.3 L+₹83,534 (8.02%)Rejected-Finance | L2 | Rejected-Finance ok |
Tender Value
₹9.9 L
EMD Value
₹19,800
Closing Date
26 May 2022, 6:00 pmClosed
Executive Engineer Jubbal
HPPWD Jubbal
C/O breast wall at RD 4/990 to 5/005,Retaining wall at RD 4/505 to 5/425 and P/L Kharanja Soling in various slushy reaches at RD 5/0 to 5/510
2022_PWD_60839_5
PW-JD/E- Tender /2022 -23 1368-70 Dt13.05.2022
Open Tender
Civil Works - Roads
Item Rate
60 days
Jubbal
Please refer Tender documents.
11 documents required · 11 mandatory
₹350
₹19,800
5 Dec 2022
20 May 2022
27 May 2022
20 May 2022
26 May 2022
20 May 2022
Amount
Excavation for roadway in soil using mannual means for carriage of cut earth to embankments site with any lead and lifts as per techanical specifications clause 302.3 as per directions of Engineer in Charge.
Stone soling properly hand-packed filling interstices with Kharanja stone and consolidating with power road roller to the requested gradient and comber including spreading watering and rolling of binding materials moorum or earth etc. complete as per HP.PWD specification. including all leads and lifts, as per HPPWD, specification of 1990 Volume-I, as directed by the Engineer-In-Charge.
Excavation in soil in Hilly Area in all kind of sand by mechanical/manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto any lead and lift as per Technical Specification Clause 1603.1 and as per HPPWD, specification of 1990 Volume-I, or as directed by the 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 any lead and lift , dressing of sides and bottom and backfilling in trenches with excavated suitable material.useful material available from excavation to be properly stacked and handed over to the department free of cost including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the Engineer-In-Charge
Providing and laying of boulder apron laid in wire crates with 4 mm (four) milimetre dia GI wire conforming to IS:280 and IS: 4826 in 100 mm x 100 mm ( one hundred milimetre x one hundred milimetre) mesh (woven diagonally) including 10 (ten) percent extra for laps and joints laid with stone boulders weighting not less than 25 kg (twenty five)kilogramme each as per drawing and Technical Specifications Clause 1301 and as per the direction of the Engineer-in-Charge including carriage of material through all modes of transportation within all leads and lifts and other incidentals.
GHANSHYAM SHARMA GOVT CONTRACTOR
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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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