Public Administrative Department Government Departments Closing in 0 days TDR #41242560

Annual Plan-Cheruthazham Grama Panchayath Annual Plan 57/23-24 Renovation Works To Anappally Ita Road-Road Retarring-General Civil Work

Issued by Government Departments · cheruthazham, Kerala
Tender Value
6.77 Lakhs
Estimated cost
Bid Submission
29 Dec 2023
0 days left
EMD
16944
Bank guarantee accepted
Document Fee
1495
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 Grama Panchayath Annual Plan 57 / 23-24 Renovation Works To Anappally Ita Road-Road Retarring-General Civil Work

Corrigendum

Sr No Corrigendum Date Corrigendum Type New Submission Date
1 30-Dec-2023 submission Time extension Date 01-Jan-2024

BOQ

Work Name:Annual Plan-Cheruthazham grama panchayath annual plan 57/23-24 Rennovation works to Anappally Ita road-Road retarring-General Civil Work
Sl. No. Item Description
1RETARRING
22.14.2.A:Dismantling of Flexible Pavements 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(II) By Mechanical Means (A) Bituminous Courses
34.1.A.3:Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place MethodConstruction 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. (iii) For Grading III Material
44.9:Wet Mix MacadamProviding, 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.By Mechanical Means with 1 km lead
575.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen RatesProviding 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
675.5.2.3pb:Tack Coat - With Packed Bitumen RatesProviding 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.
775.5.2.1pb: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.
875.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen RatesProviding, 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 509By Manual MeansType A(II) Bitumen (S-65)
93.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
10OD198892/2023-2024:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6
1111.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
1275.8.1.1: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)
133.14: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.
1410.3.A.2:Direction and Place Identification signs upto 0.9 sqm size board <br> A. Retro-reflectorised Traffic Signs <br> Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on 2 inch dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Tehnical Specification Clause 1701.
1510.1.2:Printing New Letters and Figures of any Shade<br> Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 <br>English and Roman

AI Tender Summary

OUR REF NO 41242560
AUTHORITY Government Departments
TENDER VALUE 6.77 Lakhs
LAST DATE 29-12-2023
Authority
Authority Name Local Self Government Department
Work Description Annual Plan-Cheruthazham Grama Panchayath Annual Plan 57 / 23-24 Renovation Works To Anappally Ita Road-Road Retarring-General Civil Work
Basic Detail
Tender No AE/LSGD/CHER/02/Dec/2023
Bidding Type Tender
Location
City cheruthazham
State Kerala
Key Dates
Publish Date 21 Dec 2023
Submission Date 29 Dec 2023
Open Date 04 Jan 2024
Finance
Tender Value 6.77 Lakhs
Tender Fee 1495
EMD 16944
Exemption Not Available
Document List
8894e083-86c0-4f30-9591-b1c47a80c71a.html
affidavit.pdf
BOQ_959997.xls
epaymentform.pdf
ft57.pdf
ipcertificate.pdf
pa57.pdf
sbd57.pdf
Tendernotice_1.pdf

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Tender Timeline

Dec 21, 2023
11:30 IST

Tender Published

Tender notice published.

Completed
Dec 29, 2023
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Jan 04, 2024

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

8894e083-86c0-4f30-9591-b1c47a80c71a.html

pdf

affidavit.pdf

xls

BOQ_959997.xls

pdf

epaymentform.pdf

pdf

ft57.pdf

pdf

ipcertificate.pdf

pdf

pa57.pdf

pdf

sbd57.pdf

pdf

Tendernotice_1.pdf

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