Urgent Repairs To Various Roads Under Roads Section , Nedumangad Wmm , Cc
Tender Value
Ref. Documents
Estimated cost
Bid Submission
18 Feb 2021
0 days left
EMD
6696
Bank guarantee accepted
Document Fee
985
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Nedumangad → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Urgent Repairs To Various Roads Under Roads Section , Nedumangad Wmm , Cc
BOQ
| Work Name:Urgent repairs to various roads under Roads Section, Nedumangad | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | App A | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.01 | od20766/2020_2021 : Labour and Vehicle engaged for pothole filling with Department Shelmac as per the direction of Engineer in Charge | BI01010001010000000000000515BI0100001114 | 20 | Day |
| 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 | 90 | cum |
| 4 | 1.03 | od20767/2020_2021 : Clearing chocked drain by manual means including removal of debris within a distance of 1000m | BI01010001010000000000000515BI0100001116 | 111 | cum |
| 5 | 1.04 | 10.2 : Maintenance of Earthen Shoulder (filling with fresh soil) Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.Maintenance of Earthen Shoulder (filling with fresh soil) Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. | BI01010001010000000000000515BI0100001117 | 675 | sqm |
| 6 | 1.05 | 10.11 : Removal of earth from the choked hill side drain and disposing it on the valley side manuallyRemoval of earth from the choked hill side drain and disposing it on the valley side manually | BI01010001010000000000000515BI0100001118 | 240 | metre |
| 7 | 1.06 | 4.1.B.1 : Construction of granular sub-base by providing graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. <br>\nGrading-V - For sub base cum drainage layer - Mix in Place MethodConstruction of granular sub-base by providing graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub base cum drainage layer - Mix in Place Method | BI01010001010000000000000515BI0100001119 | 21 | cum |
| 8 | 1.07 | 4.12 : Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | BI01010001010000000000000515BI0100001120 | 37.8 | cum |
| 9 | 1.08 | od20768/2020_2021 : Engaging daily Wood cutter | BI01010001010000000000000515BI0100001121 | 25 | each |
| 10 | 1.09 | od20769/2020_2021 : Engaging labour for cutting of trees | BI01010001010000000000000515BI0100001122 | 25 | each |
| 11 | 1.1 | 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. | BI01010001010000000000000515BI0100001123 | 8.438 | cum |
| 12 | 1.11 | 12.8.B : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br>\nPCC Grade M20 (Without formwork) <br>Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork) | BI01010001010000000000000515BI0100001124 | 2.813 | cm |
AI Tender Summary
Tender Timeline
Feb 08, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 18, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 20, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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