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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.3 LAccepted-AOC | L1 | Accepted-AOC Agreement Executed | |
| 2 | L2₹12.4 L+₹12,286 (1.00%)Rejected-Finance | L2 | Rejected-Finance Second Lowest |
Tender Value
₹12.3 L
EMD Value
₹30,718
Closing Date
16 Dec 2023, 5:00 pmClosed
Assistant Executive Engineer City Roads Sub Divisi
Office of the Assistant Executive Engineer City Roads Sub Division, TVPM
LAC-ADS-Cherukara - Chadiyara road-Re Construction of damaged Old Side Drain wall, Improvement of Right Side Approach Road No 2 after Anganwadi in Cherukara- Chadiyara road -General Civil Work
2023_PWD_629367_1
PWD/RB/TR/17722/2023_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
180 days
Cherukara- Chadiyara road
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹30,718
Yes
25 Jan 2024
7 Dec 2023
18 Dec 2023
7 Dec 2023
16 Dec 2023
7 Dec 2023
Amount
Retaining wall and interlock
OD135884/2023-2024:Cleaning chocked up side drain by manual means and depositing the waste materials for a minimum distance of 5 KM lorry conveyance as per clause 305.etc. complete
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<br> Bituminous course - By Mechanical Means<br>
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 <br> Dismantling Stone Masonry - Rubble stone masonry in cement mortar.<br>
3.13.1.A: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 - Manual Means - (Depth upto 3 M)
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)
9.1:Plain cement concrete 1:3:6 mix 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.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)
12.8.B.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20
12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer <br>
13.6:Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications
OD135885/2023-2024:PVC weep holes- Providing weep hole using 110mm dia. PVC pipes working pressure 6kg/sq.cm including cost of materials, conveyance.
55.25:Lifting, conveying and fixing the newly casted RCC covering slabs of any thickness on top of drain in position including all labour charges and miscellaneous expenses etc complete
4.1.A.1:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I - Plant Mix Method
55.23:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete.
OD136594/2023-2024:Engaging man mazdoor
Gratings
10.25.2:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
JOHN VICTAR.A
Bidder Name
JOHN VICTAR.A
BALARAJ G
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