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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.4 LAccepted-AOC | L1 | Accepted-AOC Accepted | |
| 2 | L2₹27.4 L+₹96,907 (3.67%)Rejected-AOC VILLAGE AND PO SHIYAH TEHSIL BHUNTAR DISTT KULLU H P | L2 | Rejected-AOC Rejected | |
| 3 | Rejected-Technical R O BRAGTA BHAWAN CHOTTA SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | - | Rejected-Technical Non Responsive |
Tender Value
₹12.6 L
EMD Value
₹26,000
Closing Date
28 Mar 2020, 5:00 pmClosed
EE CHOPAL
HPPWD CHOPAL
C/O PCC. Breast Wall between km RD. 0/0 to 0/100
2020_PWD_36482_1
PW_CHD_CBE9/2019-7966-8066 dt 25.02.2020
Open Tender
Civil Works - Roads
Item Rate
60 days
CHOPAL
Please refer Tender documents.
11 documents required · 11 mandatory
₹500
EE CHOPAL
₹26,000
28 Jul 2020
21 Mar 2020
31 Mar 2020
21 Mar 2020
28 Mar 2020
21 Mar 2020
Amount
Excavation in soil in Hilly area by manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.50 meters and lead upto 20 meters as per drawing and Technical specifications clauses 1603.1 including all leads and lifts, as per HP:PWD, specification of 1990 Volume-I as directed by the Engineer-In-Charge.
Excavation in ordinary Rock by manual means. Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3.5.including all leads and lifts, as directed by the Engineer-In-Charge
Providing and Laying cement concrete 1:5:10( 1 cement :5 Sand :10 graded stone aggregate 40 mm nominal size) with 15% plams, the size of plum should be 150 to 300 mm and curing complete including the cost of Farm work with steel plates and filled by bitumen drums in dressiest as per drawing and HP.PWD technical specifications. including all leads and lifts as directed by the Engineer-In-Charge
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 including all leads and lifts, aas directed by the Engineer-In-Charge
Ashish Kumar
stage.html
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tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
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