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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹11.4 LAccepted-AOC | 1 | Accepted-AOC Agreement Executed | |
| 2 | 2₹10.8 L−₹54,811.50 (4.81%)Rejected-Finance | 2 | Rejected-Finance High quoted rate | |
| 3 | 3₹10.9 L−₹51,729.96 (4.54%)Rejected-Finance | 3 | Rejected-Finance High quoted rate | |
| 4 | 4₹11.0 L−₹35,223.50 (3.09%)Rejected-Finance | 4 | Rejected-Finance High quoted rate | |
| 5 | 5₹11.3 L−₹9,742.50 (0.86%)Rejected-Finance | 5 | Rejected-Finance High quoted rate |
Tender Value
₹13.1 L
EMD Value
₹19,715
Closing Date
29 Oct 2021, 3:00 pmClosed
AEE,PWD,Roads Sub Division,KKD
O/o The AEE,PWD,Roads Sub Division,KKD-673004
Providing Interlocking
2021_PWD_447254_1
D1/ETN/17/2021-22
Open Tender
Civil Works - Roads
Item Rate
180 days
Kozhikode
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹19,715
Yes
12 Aug 2022
22 Oct 2021
1 Nov 2021
22 Oct 2021
29 Oct 2021
22 Oct 2021
Amount
Carriage way
3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means
3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
4.1.A.2:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-II - Plant Mix Method
4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.
12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
ABDULLATHEEF P M
PADMAKSHAN THATTARAKKAL
MOOSSA M
JITHESH.M
FEROKE CO-OPERATIVE LABOUR CONTRACT SOCIETY LTD.NO.D.2855
Mohammed Fasil
PRAJOSH V
S K CONSTRUCTION COMPANY
Bidder Name
JITHESH.M
Mohammed Fasil
PADMAKSHAN THATTARAKKAL
MOOSSA M
S K CONSTRUCTION COMPANY
ABDULLATHEEF P M
MUHAMMED LAIS T K
FEROKE CO-OPERATIVE LABOUR CONTRACT SOCIETY LTD.NO.D.2855
PRAJOSH V
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