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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.7 LAccepted-AOC | L1 | Accepted-AOC Work awarded to VARKEY V J(1470457.11), the lowest bidder. | |
| 2 | L2₹14.8 L+₹13,382.39 (0.91%)Rejected-Finance | L2 | Rejected-Finance Bid is higher and rejected |
Tender Value
₹13.4 L
EMD Value
₹33,463
Closing Date
23 Oct 2019, 4:00 pmClosed
Asst Executive Engineer
Office of the Asst Executive Engineer PWD Roads Sub Division Mananthavady, Wayanad PIN 670645
Flood damage 2019-20 Providing BT patch works between km 0/000 to 19/000 of Thavinjal - Valad - Kunhome - Kunkichira road (Working chainage from Km 8/300 to 19/000)
2019_PWD_309112_1
PWD/2019-2020/2977/MVD
Open Tender
Civil Works - Roads
Item Rate
90 days
Wayanad
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
online
₹33,463
Yes
20 Mar 2020
16 Oct 2019
25 Oct 2019
16 Oct 2019
23 Oct 2019
16 Oct 2019
Amount
STRIP BT Work
55.4 : Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.
55.8.a : Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.
5.2.a : Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
od23680/2019_2020 : Mix seal surfacing: Providing laying and rolling of close graded premix surfacing material of 20mm thickness composed of 11.2 mm to 0.9 mm(Type A) or 13.2 mm to 0.9 mm (Type B) aggregate using penetration grade bitumen to requiredline grade and level to serve as wearing course on a previosly prepared base including mixing in a suitable plant,laying and rolling with a three wheel 8-10kN static roller and finishing to required level and grade as per technical specification clause 509 of MORD
3.24.A : Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil by mechanical Means to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres)<br>Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil by mechanical Means to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres)
BINEESH V V
Bidder Name
VARKEY V J
BINEESH V V
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