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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹10.2 LAccepted-Finance | L-1 | Accepted-Finance accepted | |
| 2 | L-2₹10.3 L+₹773.13 (0.08%)Rejected-Finance HIMACHAL PRADESH HP | L-2 | Rejected-Finance 2nd lowest |
Tender Value
₹9.8 L
EMD Value
₹19,600
Closing Date
31 Aug 2022, 6:00 pmClosed
E E B and R Divn HPPWD ROHRUHP
E E B and R Divn HPPWD ROHRUHP
SH CO R walll at Rd. 0.080 to 0.120)
2022_PWD_63847_5
PW-RD-GA-Tender/22-5898-5994 dt. 28.06.2022
Open Tender
Civil Works
Item Rate
60 days
ROHRU
Please refer Tender documents.
12 documents required · 12 mandatory
₹500
₹19,600
30 Dec 2022
25 Aug 2022
1 Sept 2022
25 Aug 2022
31 Aug 2022
25 Aug 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.
Earth workin executin for all type of road struterue asucha s retaing wall, bresat wall,culver drain and parepets etgcera in all type of classoifiasaionof soil comprising of oridinauyr soil , oridnalyr rock and hard rock chiselling wedign out oef roch (where blasign is prohibeted ) asper drawin and mord tehcnanical specificdaton cluse 305.1 and as per dicrecton of Enginee 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.
YOGESH THAKUR
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