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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 LAccepted-AOC V P O MILLAH TEHSIL SHILLAI DISTT SIRMOUR 173029 | SIRMAUR | HIMACHAL PRADESH | 173029 | L1 | Accepted-AOC L1 | |
| 2 | L2₹94.7 L+₹8.3 L (9.66%)Rejected-Finance | L2 | Rejected-Finance Rejected due to higher rates |
Tender Value
₹4.9 L
EMD Value
₹9,850
Closing Date
30 Jul 2021, 6:00 pmClosed
Executive Engineer Jubbal
HPPWD JUBBAL
SH Retaining wall at RD 0/210 to 0/223
2021_PWD_50257_5
PW-JD/E-Tender/2021-22 -3151-53 DT15.7.2021
Open Tender
Civil Works - Roads
Item Rate
60 days
JUBBAL
Please refer Tender documents.
9 documents required · 9 mandatory
₹350
₹9,850
14 Sept 2021
24 Jul 2021
31 Jul 2021
24 Jul 2021
30 Jul 2021
24 Jul 2021
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
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
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 4mm (four mili meter) dia G I wire conferming to I S 280 and I S 4826 in 100mm x 100mm mesh voven diagonaly i/c 10% (ten percent) extra for laps and joints laid with stones boulder weighing not less than 25kg each as per drawing and technical specification clause 1301. including carriage of material with in all leads and lifts as per direction of Engineer-In-Charge.
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
Subhash Rangta
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