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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹35.2 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹37.7 L+₹2.4 L (6.95%)Accepted-AOC | 2 | Accepted-AOC L2 | |
| 3 | 3₹38.2 L+₹3.0 L (8.57%)Accepted-AOC | 3 | Accepted-AOC L3 | |
| 4 | 4₹38.4 L+₹3.1 L (8.94%)Accepted-AOC VADANA HOUSE KUMMANNOOR | KERALA | 4 | Accepted-AOC L4 |
Tender Value
₹35.7 L
EMD Value
₹50,000
Closing Date
15 Jun 2020, 6:00 pmClosed
Executive Engineer
PWD Roads Division Kottayam
SR 2019 20 Reconstruction of Retaining wall at Thavalakkuzhy Vallikattu Kadappoor road at ch 1 800 right side
2020_PWD_361484_1
PWD/2020-2021/13728/RdDnKTM
Open Tender
Civil Works - Roads
Item Rate
90 days
Ettumanoor
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,760
online
₹50,000
21 Jan 2021
2 Jun 2020
18 Jun 2020
2 Jun 2020
15 Jun 2020
2 Jun 2020
Amount
Appendix:A-Reconstruction of RW
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. <br> Ordinary Soil - Depth upto 3m - Mechanical Means <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 and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means
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.
od36626/2019_2020 : Dry rubble packing for foundation
12.8.B.1 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> PCC Grade M20<br>Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20
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
13.3 : Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical SpecificationsPlastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications
8.8 : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfacesPainting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
Appendix:B-Berm Strengthening
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.B : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> PCC Grade M20 (Without formwork) <br>Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)
10.3 : Maintenance of Earth Shoulder (stripping excess soil) from the shoulder surface to achieve the approved level and compacting with plate compactorMaintenance of Earth Shoulder (stripping excess soil) from the shoulder surface to achieve the approved level and compacting with plate compactor
3.6 : Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000mExcavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
Albin Pious
Toney Augustine
Mathachan m vadana
Bidder Name
Mathachan m vadana
Toney Augustine
Albin Pious
ITHIEL CONSTRUCTION
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