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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.4 LAccepted-AOC | ₹20.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹21.0 L+₹63,347.23 (3.10%)Rejected-AOC | ₹21.0 L+₹63,347.23 (3.10%) | L2 | Rejected-AOC L2 |
| 3 | L3₹23.7 L+₹3.3 L (16.3%)Rejected-AOC KAREDATH H KIDANGOOR P O ANGAMALY PIN 683572 | ANGAMALY | ERNAKULAM | KERALA | 683572 | ₹23.7 L+₹3.3 L (16.3%) | L3 | Rejected-AOC L3 |
Tender Value
Refer Docs
EMD Value
₹33,262
Closing Date
10 Feb 2021, 2:00 pmClosed
Executive Engineer
Office of the Executive Engineer, PWD Roads division, Kakkanad, Trikkakara. P.O
Flood Damage works 2020 21 Rectification of Surface Damage in Kidangoor Bethlehem Road Ch 0/000 to 2/000
2021_PWD_411983_1
PWD/2020-2021/18134/RdDnEKM
Open Tender
Civil Works - Roads
Item Rate
120 days
Kakkanad
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹33,262
Yes
26 Feb 2021
4 Feb 2021
12 Feb 2021
4 Feb 2021
10 Feb 2021
4 Feb 2021
Amount
road 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.
55.7.a : Providing bitumen leveling coarse between 40mm and 150mm with 36mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen with pressure sprayer at the rate of 20 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores.Providing bitumen leveling coarse between 40mm and 150mm with 36mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen with pressure sprayer at the rate of 20 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores.
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.
od22201/2020_2021 : :Providing , laying and rolling of close graded premix carpet (CGPC) of 20 mm thickness composed of 11.2 mm to 0.09 mm (MoRTH M -041) aggregates premixed using viscosity grade bitumen (VG30@22 kg of bitumen per 10 sqm (MoRTH 5.7.1 Type A) to required line, grade and level on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel static, roller of 80-100 kN capacity, finished to required level and grades. By Manual means
3.13.1.B : 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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.<br> Ordinary soil - Mechanical Means - (Depth upto 3 m) <br>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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m)
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.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.1 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer <br>Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer
12.8.A.1 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. <br> PCC Grade M15 <br>Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
od22203/2020_2021 : PCC M15 for wearing course of drainage facilities and tile arrester
12.40 : Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical SpecificationsSupply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
BABY M J
JOY KURIAN
Bidder Name
BABY M J
JOY KURIAN
ALEN WILSON
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