Re Tendersltf 2020-2021 Providing Berm Strengthening W Ork And Retaining Wall To Keerikad Kanakunnu Road Ch 0/000 To 4/800
Tender Value
13.36 Lakhs
Estimated cost
Bid Submission
08 Jan 2021
0 days left
EMD
33416
Bank guarantee accepted
Document Fee
2760
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
MAVELIKARA → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Re Tendersltf 2020-2021 Providing Berm Strengthening W Ork And Retaining Wall To Keerikad Kanakunnu Road Ch 0/000 To 4/800
BOQ
| Work Name:SLTF-SLTF 2020-2021 providing berm strengthening work and retaining wall to keerikad kanakunnu road Ch 0/000 to 4/800 | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | berm/ shoulder strengthening | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.01 | 2.2 : Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the areaClearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area | BI01010001010000000000000515BI0100001114 | 0.302 | Hecter |
| 3 | 1.02 | 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>\n Ordinary soil - Mechanical Means - (Depth upto 3 m) <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, 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) | BI01010001010000000000000515BI0100001115 | 128.7 | cum |
| 4 | 1.03 | 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 motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 <br>\n Grading-I - Plant Mix MethodConstruction 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 motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I - Plant Mix Method | BI01010001010000000000000515BI0100001116 | 46.575 | cum |
| 5 | 1.04 | 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.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. | BI01010001010000000000000515BI0100001117 | 310.5 | sqm |
| 6 | 1.05 | 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. | BI01010001010000000000000515BI0100001118 | 57.3 | cum |
| 7 | 1.06 | od15303/2020_2021 : Dry stone masonry for retaining wall | BI01010001010000000000000515BI0100001119 | 23.1 | cum |
| 8 | 1.07 | 12.8.1.C : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br>\n RCC Grade M20 - Using Concrete Mixer - (Without formwork) <br>Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork) | BI01010001010000000000000515BI0100001120 | 24.976 | cum |
| 9 | 1.08 | 12.8.1.C.1 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br>\n RCC Grade M20 - Using Concrete Mixer <br>Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer | BI01010001010000000000000515BI0100001121 | 6.588 | cum |
| 10 | 1.09 | 13.6 : Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical SpecificationsSupplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications | BI01010001010000000000000515BI0100001122 | 0.24 | MT |
| 11 | 1.1 | 12.8.A.1 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. <br>\nPCC Grade M15 <br>Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | BI01010001010000000000000515BI0100001123 | 15.125 | cum |
| 12 | 1.11 | 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 completeLifting, 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 | BI01010001010000000000000515BI0100001124 | 2.05 | cum |
| 13 | 1.12 | 13.9.b : Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification :- Sandy materialBack filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification :- Sandy material | BI01010001010000000000000515BI0100001125 | 18 | cum |
AI Tender Summary
Tender Timeline
Dec 31, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJan 08, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 12, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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