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| # | Company | Status |
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| 1 | Admitted-Finance | Admitted-Finance |
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Tender Value
₹9.8 L
EMD Value
₹19,600
Closing Date
25 Oct 2022, 6:00 pmClosed
EEHPPWD Rohru
EEHPPWD Rohru
SH C O B Wall at Rd. 1.300 to 1.320 , B Wall at Rd.1.370 to1.403
2022_PWD_66528_20
PW-RD-GA(T)/22-23-9737-9836 dt.1.09.22
Open Tender
Civil Works
Item Rate
60 days
Rohru
Please refer Tender documents.
11 documents required · 11 mandatory
₹500
₹19,600
23 Nov 2022
15 Oct 2022
26 Oct 2022
15 Oct 2022
25 Oct 2022
15 Oct 2022
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 1:6:12 (1cement: 6 sand: 12 graded stone aggregate 40mm nominal size)for plain/reinforced concrete 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
Random rubble masonrystone masonry(un-coursed/brought to courses)with hard stone ofapproved quality in foundation in cement mortar 1:6(1cement:6sand) complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.including all leads and lifts, or as per HPPWD,. Specification of 1990 Volume-I, asdirected by the Engineer-In-Charge.
Back filling behind abutment wing wall and return complete as per drawing and technical specificastion including all leads and lifts, as per HPPWD, specification of 1990 volume-I as directed by the Engineer-In-Charge.
POOJA CHAUHAN
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