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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.1 LAccepted-AOC | L1 | Accepted-AOC Work awarded | |
| 2 | L2₹10.4 L+₹1.3 L (14.1%)Rejected-AOC | L2 | Rejected-AOC Work awarded to L1 | |
| 3 | L3₹10.7 L+₹1.6 L (17.7%)Rejected-Finance | L3 | Rejected-Finance Third lowest |
Tender Value
₹10.7 L
EMD Value
₹26,784
Closing Date
17 Mar 2022, 3:00 pmClosed
Assistant Executive Engineer
PWD Roads Sub Division,Koduvally
Reconstruction of Damaged Protection wall
2022_PWD_480733_1
PWD/RB/10594/2021-2022
Open Tender
Civil Works - Roads
Item Rate
60 days
Koodaranji Mankayam Maranchatty road
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹26,784
Yes
29 Apr 2022
9 Mar 2022
19 Mar 2022
9 Mar 2022
17 Mar 2022
9 Mar 2022
Amount
Reconstruction of Damaged Protection wall at ch km 0/400 & 2/650 RS
2.4.4.D: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 - Dry rubble masonry
12.1.B.1: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 and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical 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. 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
OD47712/2021-2022:DR Masonry using coursed/uncoursed using departmental material excluding the cost of material and including the cost of labour, Tools etc complete
OD47713/2021-2022:DR Masonry coursed/uncoursed using hard granite stone including all cost of materials, conveyance, labour etc. complete
13.6:Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications
13.5.B:Plain/Reinforced Cement Concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M20 - Height upto 5m
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.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.
OD77685/2021-2022:Mixed Seal Surfacing - Manual means - Type A - Bitumen VG 30 - Providing, laying and rolling of close graded premix surfacing material of 20 mm thickness composed of 0.9 mm to 11.2 mm (type A) aggregates using penetration grade bitumen to 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 three wheel 8-10 kN static roller and finishing to required level and grade as per technical specification
8.8:Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
Varghese.K.T
MANI K S
Bidder Name
Varghese.K.T
Sebastian T V
MANI K S
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