Rural Development Local Bodies Closing in 0 days TDR #35618017

Annual Plan-254/23 Meenangadi Gp-Vandichira Mottankara Road Retarring-General Civil Work

Issued by Local Bodies · meenangadi, Kerala
Tender Value
7.62 Lakhs
Estimated cost
Bid Submission
13 Jan 2023
0 days left
EMD
19068
Bank guarantee accepted
Document Fee
1685
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Annual Plan-254 / 23 Meenangadi Gp-Vandichira Mottankara Road Retarring-General Civil Work

BOQ

Work Name:Annual Plan-254/23 MEENANGADI GP-VANDICHIRA MOTTANKARA ROAD RETARRING-General Civil Work
Sl. No. Item Description
1Re-tarring-0/000-0/445
23.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
34.11.1:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br> (i) Using naturally occuring gravel
475.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification(i) Nominal mix (1:2:4)
54.9: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
675.5.1.1pb: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
775.5.2.3pb: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.
875.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.
975.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface 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)
11OD334950/2022-2023:Providing and fixing NAME BOARD fixed over MS sheeting, 2 mm thick supported on GI pipe 50 mm diafirmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical SpecificationClause 1701.600 mm x 450 mm Rectangular

AI Tender Summary

OUR REF NO 35618017
AUTHORITY Local Bodies
TENDER VALUE 7.62 Lakhs
LAST DATE 13-01-2023
Authority
Authority Name Grama Panchayat
Work Description Annual Plan-254 / 23 Meenangadi Gp-Vandichira Mottankara Road Retarring-General Civil Work
Basic Detail
Tender No AE/ET/04/22-23
Bidding Type Tender
Location
City meenangadi
State Kerala
Key Dates
Publish Date 06 Jan 2023
Submission Date 13 Jan 2023
Open Date 16 Jan 2023
Finance
Tender Value 7.62 Lakhs
Tender Fee 1685
EMD 19068
Exemption Not Available
Document List
58640eae-3d37-42ad-a70b-51e9fae836bf.html
Affidavit.pdf
BOQ_799833.xls
combinepdf.pdf
epaymentform.pdf
FOT.pdf
IPACT.pdf
PreliminaryAgreement.pdf
Tendernotice_1.pdf

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Tender Timeline

Jan 06, 2023
11:30 IST

Tender Published

Tender notice published.

Completed
Jan 13, 2023
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Jan 16, 2023

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

58640eae-3d37-42ad-a70b-51e9fae836bf.html

pdf

Affidavit.pdf

xls

BOQ_799833.xls

pdf

combinepdf.pdf

pdf

epaymentform.pdf

pdf

FOT.pdf

pdf

IPACT.pdf

pdf

PreliminaryAgreement.pdf

pdf

Tendernotice_1.pdf

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