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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.1 LAccepted-AOC | L1 | Accepted-AOC Agreement executed | |
| 2 | L2₹15.5 L+₹47,591.39 (3.16%)Rejected-Finance | L2 | Rejected-Finance Agreement executed |
Tender Value
₹16.9 L
EMD Value
₹42,372
Closing Date
11 Sept 2024, 11:00 amClosed
Executive Engineer
Office of the Executive Engineer, PWD Roads Division, Kozhikode
GENERAL SR 2024 2025 Improvement of Drainage Reconstruction of Damaged culvert at ch. 1900 and 2450 Mullankunnu Kunduthode PT Chacko Road
2024_PWD_689410_1
DB3/TN/53/2024-25
Open Tender
Civil Works - Roads
Item Rate
180 days
Mullankunnu
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹42,372
Yes
21 Oct 2024
4 Sept 2024
13 Sept 2024
4 Sept 2024
11 Sept 2024
4 Sept 2024
Amount
Culvert
2.4.1.C: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> Prestressed / Reinforced cement concrete grade M-20 & above. - By Manual Means <br>
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 <br> Dismantling Stone Masonry - Dry rubble masonry<br>
2.4.10.A:Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works - Up to 600 mm dia.
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.<br> Ordinary soil - Mechanical Means - (Depth upto 3 m) <br>
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. <br> PCC Grade M15 <br>
13.9.A:Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material
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>
12.40:Supply, 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 Specifications
8.8:Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
4.1.B.2: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-VI - For sub-base cum drainage layer - Mix in Place Method
OD91060/2024-2025:Supplying 110 mm pvc pipe for weep holes
WILSONTHOMAS
Bidder Name
WILSONTHOMAS
ANAGHAMOL.K.K
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1072917.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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