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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.0 LAccepted-AOC | ₹20.0 L | L1 | Accepted-AOC L1 BIDDER |
| 2 | L2₹20.9 L+₹87,106.36 (4.36%)Rejected-Finance | ₹20.9 L+₹87,106.36 (4.36%) | L2 | Rejected-Finance DISQUALIFIED DUE TO RATE HIGH FROM L1 BIDDER |
| 3 | L3₹22.5 L+₹2.6 L (12.8%)Rejected-Finance | ₹22.5 L+₹2.6 L (12.8%) | L3 | Rejected-Finance DISQUALIFIED DUE TO RATE HIGH FROM L1 BIDDER |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-NOT QUALIFIED |
Tender Value
₹20 L
EMD Value
₹50,000
Closing Date
11 Feb 2023, 5:00 pmClosed
P N RAI
Office of Executive Engineer Irrigation Division,Kalsi Ambadi
Construction work plan of two new canal in (Khaida Canal) block Chakrata District Dehradun.(reach 0.000 Km to 1.000Km )Job-1
2023_IRDCE_54444_1
03/EE/2022-23
Open Tender
Civil Works - Canal
Item Rate
120 days
chakrata
AS PER STANDARD BIDDING DOCUMENT
4 documents required · 4 mandatory
₹2,360
Executive Engineer Irrigation Division
₹50,000
Office of Executive Engineer Irrigation Division,K
3 Sept 2023
30 Jan 2023
13 Feb 2023
30 Jan 2023
11 Feb 2023
31 Jan 2023
31 Jan 2023
Amount
Excavation for Structure for ordinary soil by manual means Depth upto 3 mtr.
Excavation for Structure for ordinary Rock(not requiring blasting) by manual means Depth upto 3 mtr.
Providing Concrete for Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 803, 1202 ans 1203 Nominal mix (1:3:6)
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 In cement mortar 1:5
Random Rubble Masonary laid dry in breast wall,retaining wall, parapets,scupper etc. Including supply of all materials,labour, T& P & royality etc
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:2:4
Providing and laying of wire crates 3.00 x 1.50 x 1.50m. In size with a 8 gauge BWG GI wire conforming to IS:280 & IS:4826in 150mm x 150 mm mesh laid with stone boulders weighting not less than 25 Kg each.
KRIPAL SINGH RANA
M/S SHYAM SINGH CHAUHAN
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_66449.pdf
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details.html
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