Public Administrative Department Government Departments Closing in 0 days TDR #47214940

Tender For Annual Plan-24-25-Avinissery Gp-Proj.No:137/25-Maintenance Of Deepam Nagar Road Ward 3-General Civil Work

Issued by Government Departments · avinissery, Kerala
Tender Value
2.11 Lakhs
Estimated cost
Bid Submission
01 Feb 2025
0 days left
EMD
5289
Bank guarantee accepted
Document Fee
555
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender For Annual Plan-24-25-Avinissery GP-Proj.No:137/25-Maintenance of Deepam Nagar Road Ward 3-General Civil Work

Corrigendum

Sr No Corrigendum Date Corrigendum Type New Submission Date
1 24-Jan-2025 Date corrigendum Date 01-Feb-2025

BOQ

Work Name:Annual Plan-24-25-Avinissery GP-Proj.No:137/25-Maintenance of Deepam Nagar Road Ward 3-General Civil Work
Sl. No. Item Description
1RETARRING
275.5.5.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.
375.5.2.1pb:Tack Coat - With Packed Bitumen RatesProviding 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.
475.9.3.pb.pa:Plastic roads- Packed Bitumen Rate20mm thick Open-Graded Premix Carpetusing Bituminous (penetration grade/modified bitumen) Binder -Bitumen S-65 -Packed Bitumen and Shredded PlasticProviding, laying and rolling of opengradedpremix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregateseither using penetration grade bitumen or emulsion to required line, grade and level toserve as wearing course on a previously prepared base, using HM Plant attached withopen pugmilll.Heating of aggregate at 150 degree Celsius to 170 degree Celsius, thentransferring the hot aggregate to pugmill and add shredded plastic @10.22 kg/100m2mixing well to form a uniform thin layer of plastic over - hot aggregate and adding hotbitumen (150 to 165 degree Celsius) @ 13.578 Kg/10m2 and mix well, laying and rollingwith a. three wheel 80-100 kN static roller capacity, finished to required level and gradesto be- followed by seal coat of either Type A or Type B or Type C as per TechnicalSpecification Clause 508Case - I By Manual Means(II) Bitumen (S-65),including supplying and stacking of materials.
575.5.12.A.3.2pb:Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen RatesProviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510A. By Manual MeansCase III : Type C(II) Bitumen (S-65)
63.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
74.11.2: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>(ii) Using Gravel mix soil.
875.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification(i) Nominal mix (1:2:4)

AI Tender Summary

OUR REF NO 47214940
AUTHORITY Government Departments
TENDER VALUE 2.11 Lakhs
LAST DATE 01-02-2025
Authority
Authority Name Local Self Government Department
Work Description Tender For Annual Plan-24-25-Avinissery GP-Proj.No:137/25-Maintenance of Deepam Nagar Road Ward 3-General Civil Work
Basic Detail
Tender No 2/AE/LSGD/AVY/24-25
Bidding Type Tender
Location
City avinissery
State Kerala
Key Dates
Publish Date 24 Jan 2025
Submission Date 01 Feb 2025
Open Date 03 Feb 2025
Finance
Tender Value 2.11 Lakhs
Tender Fee 555
EMD 5289
Exemption Available
Document List
286e050e-1c6b-4929-8337-8fb203630b9f.html
Tendernotice_2.pdf
137BOQ.xls
Tendernotice_1.pdf

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Tender Timeline

Jan 24, 2025
11:30 IST

Tender Published

Tender notice published.

Completed
Feb 01, 2025
18:00 IST

Corrigendum-1 Issued

Clarifications on tender conditions and amendments issued.

Completed
Feb 01, 2025
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Feb 03, 2025

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

286e050e-1c6b-4929-8337-8fb203630b9f.html

pdf

Tendernotice_2.pdf

xls

137BOQ.xls

pdf

Tendernotice_1.pdf

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