Rural Development Local Bodies Closing in 0 days TDR #35331668

Tender For Annual Plan-Cheruthazham Gp-Pr No-7-2022-23-Construction Of Nabard Road-Mgm College Link Road

Issued by Local Bodies · cheruthazham, Kerala
Tender Value
12.71 Lakhs
Estimated cost
Bid Submission
24 Dec 2022
0 days left
EMD
31778
Bank guarantee accepted
Document Fee
2760
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
cheruthazham → Kerala
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Annual Plan-Cheruthazham Gp-Pr No-7-2022-23-Construction Of Nabard Road-Mgm College Link Road

BOQ

Work Name:Annual Plan-CHERUTHAZHAM GP:PR NO:-7/2022-23-CONSTRUCTION OF NABARD ROAD-MGM COLLEGE LINK ROAD-General Civil Work
Sl. No. Item Description
1TARRING
22.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means
33.7:Removal of Unsuitable Soil with Disposal upto 1000 m <br> Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11
42.14.2.A:Dismantling of Flexible Pavements<br> Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 <br> (II) By Mechanical Means<br> (A) Bituminous Courses
53.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
64.1.A.3:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.<br> (iii) For Grading III Material
74.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead
875.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
975.5.2.3pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
1075.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65)

AI Tender Summary

OUR REF NO 35331668
AUTHORITY Local Bodies
TENDER VALUE 12.71 Lakhs
LAST DATE 24-12-2022
Authority
Authority Name Grama Panchayat
Work Description Annual Plan-Cheruthazham Gp-Pr No-7-2022-23-Construction Of Nabard Road-Mgm College Link Road
Basic Detail
Tender No AE/LSGD/CHERT/01/2022
Bidding Type Tender
Location
City cheruthazham
State Kerala
Key Dates
Publish Date 17 Dec 2022
Submission Date 24 Dec 2022
Open Date 27 Dec 2022
Finance
Tender Value 12.71 Lakhs
Tender Fee 2760
EMD 31778
Exemption Not Available
Document List
Tendernotice_3.pdf
AFF.pdf
BOQ_786775.xls
FOT.pdf
PA.pdf
SBD.pdf
Tendernotice_1.pdf
Tendernotice_2.pdf
4b61d727-9d06-4442-b97b-630bc2e87f5c.html

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Tender Timeline

Dec 17, 2022
11:30 IST

Tender Published

Tender notice published.

Completed
Dec 24, 2022
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Dec 27, 2022

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
pdf

Tendernotice_3.pdf

pdf

AFF.pdf

xls

BOQ_786775.xls

pdf

FOT.pdf

pdf

PA.pdf

pdf

SBD.pdf

pdf

Tendernotice_1.pdf

pdf

Tendernotice_2.pdf

html

4b61d727-9d06-4442-b97b-630bc2e87f5c.html

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