Mla Ads 2018 19 Construction Of Approach Road In Pathupara Bridgein Pathanapuram Lac Mla Ads 2018 19 Construction Of Approach Road In Pathupara Bridge In Pathanapuram Lac
Tender Value
Ref. Documents
Estimated cost
Bid Submission
08 Mar 2021
0 days left
EMD
19393
Bank guarantee accepted
Document Fee
2760
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
PATHANAPURAM → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Mla Ads 2018 19 Construction Of Approach Road In Pathupara Bridgein Pathanapuram Lac Mla Ads 2018 19 Construction Of Approach Road In Pathupara BridgeIn Pathanapuram Lac
BOQ
| Work Name:MLA- ADS 2018-19 construction of approach road in pathupara bridge in pathanapuram LAC | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | construction of approach road | 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 | 0.022 | Hecter |
| 3 | 1.02 | 3.18 : Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | BI01010001010000000000000515BI0100001115 | 212.5 | cum |
| 4 | 1.03 | 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. | BI01010001010000000000000515BI0100001116 | 240 | cum |
| 5 | 1.04 | 5.1.a : Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means. | BI01010001010000000000000515BI0100001117 | 1600 | sqm |
| 6 | 1.05 | 5.2.a : Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | BI01010001010000000000000515BI0100001118 | 1500 | sqm |
| 7 | 1.06 | od12860/2020_2021 : Close Graded Premix Surfacing/Mixed Seal Surfacing :- Case I, Type - A By manual<br>means<br>-<br>Providing, laying and rolling of close-graded premix surfacing materialof 20 mm thickness composed of<br>11.2 mm to 0.09 mm (Type-A) aggregates using penetration grade bitumen using V G 30 to the required line,<br>grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable<br>plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and<br>grade | BI01010001010000000000000515BI0100001119 | 1500 | sqm |
| 8 | 1.07 | 3.24.A : Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil by mechanical Means to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres)<br>Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil by mechanical Means to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres) | BI01010001010000000000000515BI0100001120 | 327 | metre |
AI Tender Summary
Tender Timeline
Feb 26, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedMar 08, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 10, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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