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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.1 LAccepted-AOC | L1 | Accepted-AOC Single bidder and selected as L1 in re-tender |
Tender Value
₹21.4 L
EMD Value
₹32,097
Closing Date
17 Nov 2021, 5:00 pmClosed
Executive Engineer
PWD Bridges Division, PWD Office Complex, Kottayam-686001
GENERAL-Urgent repair work for approach to Vettikkattumukku bridge-repair of approach and wing wall
2021_PWD_444982_2
PWD/BR/TR/95861/2021_5_1/1
Open Tender
Civil Works - Bridges
Item Rate
60 days
Vettikkattumukku bridge
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
₹32,097
16 Mar 2022
10 Nov 2021
20 Nov 2021
10 Nov 2021
17 Nov 2021
10 Nov 2021
Amount
repair of wing wall & approach R/W
2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area
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.
2.5.2.A:Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately Bituminous course - By Mechanical Means
OD26601/2021-2022:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete.
OD26603/2021-2022:Bailing out water and removing slush etc by using pump set including cost of labour,oil,hire charges of pump set etc complete.
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
12.1.B.2:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removal of stumps and other deleterious matter, only for dressing of sides and bottom and backfilling with approved material. Ordinary Soil - Depth 3 M to 6 M- Mechanical Means
12.1.B.3: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 above 6 M. - Mechanical Means
OD22932/2021-2022:Driving down Stone Columns 150mm dia @ 75 cm c/c to approved lines and levels through various strata using steel pipes with cc shoe at bottom after keeping the shoe and removing the steel pipe and filling the space with sand and consolidating well for required length
12.8.A:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M15 ( Without formwork)
12.8.G.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M30 - Using Concrete Mixer - (without formwork)
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
13.5.G.q.1:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M30 - Using concrete Mixer - Height 5m to 10m
13.6:Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications
OD26604/2021-2022:Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 110 mm dia uPVC pipe, extending through the full width of the structure with slope of 1V : 20H towards drawing foce.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
3.16:Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
Tree cutting
2.1.4:Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit Girth above 1800 mm
OD23384/2021-2022:Hydraulic excavator
Bidder Name
KRISHNA KUMAR M K
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