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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.9 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹29.0 L+₹3.1 L (12.1%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹25.9 L+₹2,006.91 (0.08%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹27.7 L+₹1.8 L (7.02%)Rejected-AOC | L4 | Rejected-AOC L4 | |
| 5 | L5₹27.8 L+₹1.9 L (7.50%)Rejected-AOC | L5 | Rejected-AOC L5 |
Tender Value
₹28.1 L
EMD Value
₹50,000
Closing Date
5 Apr 2023, 6:00 pmClosed
Executive Engineer
Karapuzha Irrigation Project Division, Kalpetta North PO, Wayanad District. 673122
GENERAL-KRP-Maintenance including bituminous surfacing of canal inspection road between ch 4200m and 4950m of LBMC
2023_Irrig_568967_1
IRR/P1/TR/8237/2022_5_12_11/1
Open Tender
Civil Works - Roads
Item Rate
90 days
Vazhavatta
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
25 May 2023
25 Mar 2023
11 Apr 2023
25 Mar 2023
5 Apr 2023
25 Mar 2023
Amount
Detailed Estimate
2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area
10.3:Maintenance of Earth Shoulder (stripping excess soil) from the shoulder surface to achieve the approved level and compacting with plate compactor
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
4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place 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.
5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.
5.2.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom.
OD29884/2022-2023:Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) aggregates using penetration grade bitumen using V G 30 to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade. as per Technical Specification Clause 509 of MORD
55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)
55.3:Supplying and stacking 6mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)
JUSTIN K KURIAN
TP SHIJU
Raju N K
WAYANAD GOODS CARRIAGE OWNERS AND LABOUR CONTRACTT CO-OP SOCIETY LD NO W351
Bidder Name
Raju N K
Austin Kadamala
TP SHIJU
JUSTIN K KURIAN
WAYANAD GOODS CARRIAGE OWNERS AND LABOUR CONTRACTT CO-OP SOCIETY LD NO W351
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