Rural Development Local Bodies Closing in 0 days TDR #24631539

Retender-Cmlrrp - 2020-21 - Sl . No . 864 - Improvements To Manjaal Keeriyaadu Kadavu Road Cmlrrp - 2020-21 - Sl . No . 864 -Retarring Works To Manjaal Keeriyaadu Kadavu Road In Kurumathur Gp

Issued by Local Bodies · Kurumathur, Kerala
Tender Value
8.91 Lakhs
Estimated cost
Bid Submission
30 Jun 2020
0 days left
EMD
22300
Bank guarantee accepted
Document Fee
2016
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Retender-Cmlrrp - 2020-21 - Sl . No . 864 - Improvements To Manjaal Keeriyaadu Kadavu Road Cmlrrp - 2020-21 - Sl . No . 864 -Retarring Works To Manjaal Keeriyaadu Kadavu Road In Kurumathur Gp

BOQ

Work Name:CMLRRP - 2020-21 - SL. NO. 864 - IMPROVEMENTS TO MANJAAL KEERIYAADU KADAVU ROAD IN KURUMATHUR GP
Sl.No.Item DescriptionItem Code / MakeQuantityUnits
11RETARRINGBI01010001010000000000000515BI0100001113
21.00175.5.5.B.2pb : Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates\n<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.BI01010001010000000000000515BI0100001114264.2sqm
31.0023.5.2 : Excavation in Soil with Dozer with lead upto 100 m\t\t\t<br>\nExcavation 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.BI01010001010000000000000515BI010000111596cum
41.0033.1 : Preparation of Foundation for EmbankmentScarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.BI01010001010000000000000515BI0100001116300sqm
51.0044.9 : Wet Mix Macadam\t<br>\t\t\nProviding, 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.\t\t<br>\t\nBy Mechanical Means with 1 km leadBI01010001010000000000000515BI010000111722.5cum
61.00575.5.1.1pb : 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 502BI01010001010000000000000515BI0100001118300sqm
71.00675.5.2.3pb : 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.BI01010001010000000000000515BI0100001119300sqm
81.00775.5.2.1pb : 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.BI01010001010000000000000515BI01000011202220sqm
91.008od666549/2020_2021 : Plastic Roads - Bitumen S-65 &lt;br&gt;&lt;br&gt;20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder&lt;br&gt;&lt;br&gt;Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508 (with 7% of bitumen replaced by shredded waste plastic)&lt;br&gt;&lt;br&gt;Case - I By Manual Means&lt;br&gt;&lt;br&gt;(II)Bitumen (S-65) (VG - 30)(packed bitumen)BI01010001010000000000000515BI01000011212670sqm
101.00975.5.12.A.3.2pb : Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates <br> 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\t<br>\nA.\tBy Manual Means\t<br>\nCase III : Type C\t<br>\t\t\t\n(II)\tBitumen (S-65)BI01010001010000000000000515BI01000011222670sqm
111.01od666640/2020_2021 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 &amp; 1203&lt;br&gt;&lt;br&gt;I.P.C.C grade M 10&lt;br&gt;&lt;br&gt;(i)Nominal mix 1:3:6BI01010001010000000000000515BI01000011233.9cum
121.011od666641/2020_2021 : Wearing coat Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802,&lt;br&gt;803, 1202 &amp; 1203&lt;br&gt;III. P.C.C. grade M 20&lt;br&gt;(i) Nominal mix (1:2:4) modifie 11.4.3.1BI01010001010000000000000515BI01000011242.6cum
131.012od667011/2020_2021 : Supplying and fitting name boards of size 75 cm x 45 cm. made with G I plain sheetsfitted with 35 X35 x 4 mm MS angle 2 Nos horizontally and 2 Nos vertically to make a frame for strengtheningthe G I sheet , fitted 2 Nos. 32 mm GI pipe vertically 90 cm above from ground level and fixing in cementconcrete 1: 2: 4 , 30cm X 30cm X 30 cm. including cost and conveyance of all materials all labour charges,fabricating etc completeBI01010001010000000000000515BI01000011251each
141.01310.1.2 : Printing New Letters and Figures of any ShadePrinting 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 English and RomanBI01010001010000000000000515BI0100001126225cm

AI Tender Summary

OUR REF NO 24631539
AUTHORITY Local Bodies
TENDER VALUE 8.91 Lakhs
LAST DATE 30-06-2020
Authority
Authority Name Grama Panchayat
Work Description Retender-Cmlrrp - 2020-21 - Sl . No . 864 - Improvements To Manjaal Keeriyaadu Kadavu Road Cmlrrp - 2020-21 - Sl . No . 864 -Retarring Works To Manjaal Keeriyaadu Kadavu Road In Kurumathur Gp
Basic Detail
Tender No AE/KMTR/ETN/02/2020-21
Bidding Type Tender
Location
City Kurumathur
State Kerala
Key Dates
Publish Date 19 Jun 2020
Submission Date 30 Jun 2020
Open Date 04 Jul 2020
Finance
Tender Value 8.91 Lakhs
Tender Fee 2016
EMD 22300
Exemption Not Available
Document List
AC57336D-709B-4E9D-9864-2B9492D9C2B6.html
EPAYMENTFORM.pdf
BOQ_517391.xls
Tendernotice_1.pdf
PA.pdf
tenderdoument.pdf

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Tender Timeline

Jun 19, 2020
11:30 IST

Tender Published

Tender notice published.

Completed
Jun 30, 2020
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Jul 04, 2020

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

AC57336D-709B-4E9D-9864-2B9492D9C2B6.html

pdf

EPAYMENTFORM.pdf

xls

BOQ_517391.xls

pdf

Tendernotice_1.pdf

pdf

PA.pdf

pdf

tenderdoument.pdf

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