Rural Development Local Bodies Closing in 0 days TDR #30613640

Venniyode Mangottukunnu Road Retender Venniyode Mangottukunnu Re Tender

Issued by Local Bodies · Venniyode, Kerala
Tender Value
11.50 Lakhs
Estimated cost
Bid Submission
14 Jan 2022
0 days left
EMD
17260
Bank guarantee accepted
Document Fee
2830
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Venniyode Mangottukunnu Road Retender Venniyode Mangottukunnu Re Tender

BOQ

Work Name:PR NO:185/2021-22 KOTTATHARA GP VENNIYODE MANGOTTUKUNNU ROAD MAINTANANANCE
Sl. No. Item Description
1VENNIYODE MARNGOTTUKUNNU ROAD MAINTANANCE
22.2.1.A : Clearing and Grubbing Road LandClearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.(I)By Manual Means (A)In area of non-thorny jungle
33.2 : Preparation of Foundation for EmbankmentScarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical MeansScarifying 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.
44.11.2 : 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.
(ii) Using Gravel mix soil.
54.9 : Wet Mix Macadam
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel 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
675.5.1.1pb : Prime Coat - Low porosity - With Packed Bitumen Rates
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
775.5.2.1pb : Tack Coat - With Packed Bitumen Rates
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.
875.5.2.3pb : Tack Coat - With Packed Bitumen Rates
Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor 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.
975.5.5.B.2pb : Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates
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.
1075.9.3.pb.pa : Plastic roads- Packed Bitumen Rate
20mm thick Open-Graded Premix Carpetusing Bituminous (penetration grade/modified bitumen) Binder -
Bitumen S-65 -Packed Bitumen and Shredded Plastic

Providing, 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 508
Case - I By Manual Means

(II) Bitumen (S-65)
1175.5.12.B.3.2pb : Seal Coat - Mechanical Means - Type C - Bitumen S-65 - Packed Bitumen Rates
Providing 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 510
B. By Mechanical Means
Case - III :Type C
(II) Bitumen (S-65)
123.14 : Construction of Subgrade and Earthen Shoulders
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.
13NAME BOARD
14od1422366/2021_2022 : Providing and fixing NAME BOARD fixed over MS sheeting, 2 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701.600 mm x 450 mm Rectangular

AI Tender Summary

OUR REF NO 30613640
AUTHORITY Local Bodies
TENDER VALUE 11.50 Lakhs
LAST DATE 14-01-2022
Authority
Authority Name Grama Panchayat
Work Description Venniyode Mangottukunnu Road Retender Venniyode Mangottukunnu Re Tender
Basic Detail
Tender No AE/LID AND EW/KTRA/16/2021-22
Bidding Type Tender
Location
City Venniyode
State Kerala
Key Dates
Publish Date 07 Jan 2022
Submission Date 14 Jan 2022
Open Date 17 Jan 2022
Finance
Tender Value 11.50 Lakhs
Tender Fee 2830
EMD 17260
Exemption Not Available
Document List
897a3f62-ce1e-4451-85b8-22866edf0959.html
BOQ_666582.xls
DECLARATION-1.pdf
epaymentform-2.pdf
PreliminaryAgreement.pdf
Tendernotice_1.pdf

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Tender Timeline

Jan 07, 2022
11:30 IST

Tender Published

Tender notice published.

Completed
Jan 14, 2022
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Jan 17, 2022

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

897a3f62-ce1e-4451-85b8-22866edf0959.html

xls

BOQ_666582.xls

pdf

DECLARATION-1.pdf

pdf

epaymentform-2.pdf

pdf

PreliminaryAgreement.pdf

pdf

Tendernotice_1.pdf

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