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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹28.1 LAccepted-Finance VILLAGE P O BARIN MANDIR TEHSIL TOUNI DEVI DISTT HAMIRPUR H P | L-1 | Accepted-Finance accepted | |
| 2 | L-2₹28.2 L+₹3,271.29 (0.12%)Rejected-Finance | L-2 | Rejected-Finance 2nd lowewst |
Tender Value
₹26.8 L
EMD Value
₹53,700
Closing Date
25 Oct 2022, 6:00 pmClosed
EE HPPWD ROHRU
EE HPPWD ROHRU
SH C O Rall at Rd. 0.610 to 0.615 , unlined surface drain at Rd. 0.0 to 1.200 ,Protection wall at RD 0.745 to 0. 770 , .0.710 , 0.930 to 0.995 , 10 to 1.010, 1.020 to 1.125 and R Wall at Rd. 0.985 to 1.0 , 0.855 to 0.865
2022_PWD_66528_8
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
₹1,500
₹53,700
15 Mar 2024
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
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
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.
Providing weephole in brick masonary/stone masonry ,plain/reinforcement cement concrete abutment,wing wall,return wall with 100mm dia AC pipe extending through the full width of structure with slop of 1(V);20(H) towards drawing face complete as per drawing and technical specification clauses614,709,1204.3.7.
Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the Engineer-In-Charge
RAVINDER CHAUHAN
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