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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L- 1₹31.8 LAccepted-AOC | L- 1 | Accepted-AOC THE BIDDER SHRI MOHAN SINGH KORANGA HAS WITHDRAWN HIS BID HENCE THIS CONTRACT MADE WITH L2 BIDDER SHRI HARISH CHANDRA SINGH | |
| 2 | L- 2₹31.8 L+₹2.7 L (9.39%)Rejected-Finance | L- 2 | Rejected-Finance out of two bid rates are higher | |
| 3 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification | |
| 4 | Not Admitted-Fee/PreQual/Technical INDRA NAGAR COLONY DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification | |
| 5 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹37.5 L
EMD Value
₹75,000
Closing Date
26 Nov 2020, 3:00 pmClosed
EE ID KAPKOT
EE ID KAPKOT
Safety Work to the left bank of chetabagad under flood protection scheme of mehargarh velly, Scheme of block kapkot, District-Bageshwar
2020_IRDCE_27079_1
02/EE/ID/KAPKOT/2020-21
Open Tender
Civil Works
Item Rate
180 days
KAPKOT
AS PER TENDER NOTICE
2 documents required · 2 mandatory
₹2,950
EE ID KAPKOT
₹75,000
Yes
EE ID KAPKOT
2 Sept 2023
26 Oct 2020
26 Nov 2020
27 Oct 2020
26 Nov 2020
6 Nov 2020
27 Oct 2020 - 5 Nov 2020
5 Nov 2020
Amount
Earthwork in excavation for foundation for R/wall in all type of soil and rocks including lead & lift & disposal of surplus material as per direction of engineer in charge
Plain cement concrete M 10 ( 1:3:6) grade in foundation hand mix
Random Rubble stone masonary laid in 1:5 cement and send mortar, in breast wall, retaining walls, parapets, scuppers, etc, including supply of all material labour, T&P & royalties etc. required for proper completion of the work
Random Rubble Masonary laid dry in breast wall,retaining wall, parapets,scupper etc. Including supply of all materials,labour, t & p & royality etc, required for proper complition of work.
H.P stone filling in back of walls including cost of all material, roaylty, T&P etc complete.
Dewatering from foundation of abutments and wing walls including wages of operator and fuel including supply of all material, labour and T&P etc. required for proper completion of the work.
Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders. as per direction of Engineer-in- charge.GI wire 8 gauge BWG
S/F of u-PVC pipes (working pressure 4kg/sqcm single socketed pipe 110 mm dia.)
Harish Singh Shahi
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