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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance VILL DHAR P O DHAR TEHSIL JUBBAL DISTT SHIMLA H P | SHIMLA | HIMACHAL PRADESH | 170009 | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
Tender Value
₹9.6 L
EMD Value
₹19,200
Closing Date
6 Mar 2020, 6:00 pmClosed
EE JUBBAL
HPPWD JUBBAL
SH C/O Breast wall at RD 0/295 to 0/331,0/345 to 0/390 and C/O Retaining wall at RD 0/332 to 0/345
2020_PWD_35612_1
PW.JD/E - TENDER/2019-20- 7829 -31 DT.04.02.2020
Open Tender
Civil Works - Roads
Item Rate
60 days
JUBBAL
Please refer Tender documents.
12 documents required · 12 mandatory
₹350
EE JUBBAL
₹19,200
9 Mar 2020
26 Feb 2020
7 Mar 2020
26 Feb 2020
6 Mar 2020
26 Feb 2020
Amount
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 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 milimeter) dia G I wire conferming to I S 280 and I S 4826 in 100mm x 100mm (one hundred millimeter in to one hundred milimeter) mesh(voven diagonaly i/c 10%(ten Percent) extra for laps and joints laid with stones boulder weighting 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.
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 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
Sunny hardware
stage.html
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
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