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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.3 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹15.9 L+₹65,965.50 (4.32%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹16.2 L+₹90,769.32 (5.94%)Rejected-AOC | L3 | Rejected-AOC L3 |
Tender Value
₹19.4 L
EMD Value
₹48,449
Closing Date
10 Oct 2022, 2:00 pmClosed
Executive Engineer
PWD Roads division Manjeri
Urgent Reconstruction of damaged culvert at KM 5/120 in Mulliakurssi Pandikkad road in Manjeri LAC
2022_PWD_512470_1
D2/PWD/RB/8673/2022-2023
Open Tender
Civil Works - Roads
Item Rate
180 days
Urgent Reconstruction of damaged culvert at KM 5/1
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹48,449
Yes
1 Dec 2022
3 Oct 2022
12 Oct 2022
3 Oct 2022
10 Oct 2022
3 Oct 2022
Amount
Detailed estimate
2.4.2.A:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Cement Concrete Grade M-15 & M-20 - By Mechanical Means
2.4.4.B:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Dismantling Stone Masonry - Rubble stone masonry in cement mortar.
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. 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.
12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer - (Without formwork) <br>
55.4: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.
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.
5.7.1: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 viscosity grade bitumen ( VG - 30) to the required line, grade, and level to serve as wearing course on a previously prepared base, including mixing in a suitable HMP of appropriate capacity not less than 75 tonnes/hour., laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to the required level and grade.
13.9.A:Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material
OD105579/2022-2023:Dry Rubble Masonry (coursed/uncoursed ) Work (using departmental rubble obtained from dismantled) in Foundation complete as per Drawing and Technical Specifications. etc comlete (Data derived from Morth spec code 12.7.B)
ANILKUMAR M
P P ABDUL KABEER
Bidder Name
Saidalavi K
P P ABDUL KABEER
ANILKUMAR M
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