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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.2 LAccepted-AOC | L1 | Accepted-AOC l1 | |
| 2 | L2₹12.4 L+₹1.0 L (8.83%)Rejected-AOC | L2 | Rejected-AOC l2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L4 | |
| 4 | Rejected-Technical | - | Rejected-Technical l3 | |
| 5 | Rejected-Technical ELAMDESHAM BP CONCRETING OF VELLAPLAVU KOTTA ROAD WARD 5 KARIMANNOOR GP | KOTTAYAM | KERALA | 686001 | - | Rejected-Technical L5 |
Tender Value
₹15.9 L
EMD Value
₹23,850
Closing Date
26 Oct 2021, 2:00 pmClosed
EXECUTIVE ENGINEER
pWD ROADS DIVISION IDUKKI
DEPOSIT-Improvements works to Arpamattam Vellamthanam road ch 5/100 to 5/300-Tile work.
2021_PWD_446735_1
14/EE/2021-22
Open Tender
Civil Works - Roads
Item Rate
180 days
Karimannor
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹23,850
Yes
9 Mar 2022
20 Oct 2021
28 Oct 2021
20 Oct 2021
26 Oct 2021
20 Oct 2021
Amount
tile work
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
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
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.
12.1.B.1:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means
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.
12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)
BABU JOSEPH
Raju Joseph
BABY LUKA
BIBIN BABY
Bidder Name
RENJITH MANUEL
Raju Joseph
BIBIN BABY
BABU JOSEPH
BABY LUKA
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finance_637232.pdf
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