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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.5 LAccepted-AOC | L1 | Accepted-AOC Agreement Executed | |
| 2 | L2₹17.8 L+₹36,941.02 (2.11%)Rejected-Finance | L2 | Rejected-Finance Higher rate quoted |
Tender Value
₹22.3 L
EMD Value
₹33,477
Closing Date
6 Oct 2021, 4:00 pmClosed
Executive Engineer
The Executive Engineer, PWD Roads Division, Kozhikode
Reconstruction of damaged side protection wall at km 9/850 to 9/900 of KTA road
2021_PWD_442197_1
DB2/TN/22/2021-22
Open Tender
Civil Works - Roads
Item Rate
180 days
Ulliyeri
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹33,477
Yes
3 Jan 2022
28 Sept 2021
8 Oct 2021
28 Sept 2021
6 Oct 2021
28 Sept 2021
Amount
CONSTRUCTION OF CULVERTS
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
2.4.4.A: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 lime mortar
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)
OD23465/2021-2022:Dry rubble masonry work for substructure complete as per drawing and Technical Specification
OD20693/2021-2022:Dry rubble masonry using departmental rubble for foundation and retaining wall including all charges etc. complete as per drawing and specification
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.
12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer
12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
14.16:Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm.
OD20692/2021-2022:null pumping or bailing out water and removing slush etc by using pumpset including cost of labour oil hire charges of pumpset etc complete
9.3.A:Laying Reinforced cement concrete pipe NP4 / prestressed concrete pipe for culverts on first-class bedding of granular material in a double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in headwalls and parapets 1000 mm dia
3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.
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
OD25937/2021-2022:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.00m bottom width 2.00m height 2.00m side and filling 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.
13.9.A:Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material
BENEESH. M
Bidder Name
BENEESH. M
C.Anilkumar
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