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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹10.8 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹11.1 L+₹24,996.64 (2.31%)Rejected-AOC | 2 | Rejected-AOC L3 | |
| 3 | 3₹11.2 L+₹39,732.06 (3.67%)Rejected-AOC | 3 | Rejected-AOC L2 |
Tender Value
₹13.2 L
EMD Value
₹19,734
Closing Date
2 Aug 2021, 2:00 pmClosed
Executive Engineer
PWD Roads Division Manjeri
SLTF-SLTF 2020-21 Urgent reconstruction of damaged culvert at km 8/950 to 9/150 of Thootha-Vettathur road in Perinthalmanna LAC
2021_PWD_431813_1
D2/PWD/RB/2196/2021-22 dated 26-07-2021
Open Tender
Civil Works - Roads
Item Rate
120 days
Thootha Vettathur road
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹19,734
Yes
18 Jan 2022
26 Jul 2021
4 Aug 2021
26 Jul 2021
2 Aug 2021
26 Jul 2021
Amount
Detailed Estimate
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.
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
od15369/2020_2021/RD:Providing and constructing service road for traffic diversion while culvert reconstruction including all labour charges etc complete.(Unit 1m,taking output =30m) also included the cost of dismantling and clearing the site after completion of work.
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.
12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)
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
13.9.A:Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material
55.4: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.
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.
YOOSAFALI K
ABDUL MAJEED
Bidder Name
Abdul Salam PP
ABDUL MAJEED
YOOSAFALI K
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