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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.0 LAccepted-Finance GROUND FLOOR THAKUR COMPLEX BASANTPUR | BASANTPUR | SHIMLA | HIMACHAL PRADESH | 171018 | L1 | Accepted-Finance OK | |
| 2 | L2₹9.0 L+₹1,780 (0.20%)Rejected-Finance | L2 | Rejected-Finance OK | |
| 3 | L3₹9.3 L+₹32,678 (3.65%)Rejected-Finance R O KHONI PO HATKOTI TEHSIL JUBBAL DISTT SHIMLA H P | SHIMLA | HIMACHAL PRADESH | 170009 | L3 | Rejected-Finance OK | |
| 4 | L4₹9.8 L+₹83,919 (9.37%)Rejected-Finance | L4 | Rejected-Finance OK |
Tender Value
₹10.0 L
EMD Value
₹19,900
Closing Date
20 Jan 2022, 6:00 pmClosed
EXECUTIVE ENGINEER JUBBAL
HPPWD JUBBAL
SH C/O Retaining wall at RD 0/410 to 0/427
2022_PWD_55627_3
PW-JD/E-Tender/2021-22 -9082-84 DT 7.01.2022
Open Tender
Civil Works - Roads
Item Rate
60 days
JUBBAL
Please refer Tender documents.
11 documents required · 11 mandatory
₹350
₹19,900
21 Feb 2022
13 Jan 2022
21 Jan 2022
13 Jan 2022
20 Jan 2022
13 Jan 2022
Amount
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 concrete concrete 1:4:8 (1cement: 4 sand: 8 graded stone aggregate 40mm nominal size) in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 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.
Providing weapholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full with of the structures with slop of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7
Backfilling with Granular material behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the Engineer-In-Charge
RASHPAL SINGH GOVT CONTRACTOR
MANISHA RAWAT
GHANSHYAM SHARMA GOVT CONTRACTOR
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