Public Administrative Department Government Departments Closing in 0 days TDR #28870234

2021-22 Project No.305/22 Retarring Of Panchayath Office Kunnonmukku Road In Division 23 At Elayavoor Zonal Inkannur Municipal Corporation.Ch-0/000 To 0/800Km. 2021-22 Project No.305/22 Retarring Of Panchayath Office Kunnonmukku Road In Division 23 At E

Issued by Government Departments · ELAYAVOOR, Kerala
Tender Value
10.26 Lakhs
Estimated cost
Bid Submission
26 Aug 2021
0 days left
EMD
15391
Bank guarantee accepted
Document Fee
2500
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

2021-22 Project No.305/22 Retarring Of Panchayath Office Kunnonmukku Road In Division 23 At Elayavoor Zonal Inkannur Municipal Corporation.Ch-0/000 To 0/800Km. 2021-22 Project No.305/22 Retarring Of Panchayath Office Kunnonmukku Road In Division 23 At Elayavoor Zonal Inkannur Municipal Corporation.Ch-0/000 To 0/800Km.

BOQ

Work Name:2021-22 PROJECT NO.305/22 RETARRING OF PANCHAYATH OFFICE KUNNONMUKKU ROAD IN DIVISION 23 AT ELAYAVOOR ZONAL INKANNUR MUNICIPAL CORPORATION.CH-0/000 TO 0/800km.
Sl. No. Item Description
1Road Re-tarring
23.7 : Removal ofUnsuitable Soil with Disposal upto 1000 mRemoval of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compactionground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11
33.5.1 : Excavation inCutting in Soil by manual means with lead upto 50 mExcavation 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
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
775.5.2.3pb : 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.
875.5.5.A.1pb : Modified Penetration Macadam 50 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.
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.
1075.5.2.1pb : 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.
11od1312712/2021_2022 : Plastic Roads - Bitumen S-65 <br><br>20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder<br><br>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)<br><br>Case - I By Manual Means<br><br>(II)Bitumen (S-65) (VG - 30)
1275.5.12.A.3.2pb : Seal Coat - Manual 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
A. By Manual Means
CaseIII :Type C
(II) Bitumen (S-65)
1311.4.1.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203I.P.C.C grade M 10(i)Nominal mix 1:3:6
1411.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

AI Tender Summary

OUR REF NO 28870234
AUTHORITY Government Departments
TENDER VALUE 10.26 Lakhs
LAST DATE 26-08-2021
Authority
Authority Name Local Self Government Department
Work Description 2021-22 Project No.305/22 Retarring Of Panchayath Office Kunnonmukku Road In Division 23 At Elayavoor Zonal Inkannur Municipal Corporation.Ch-0/000 To 0/800Km. 2021-22 Project No.305/22 Retarring Of Panchayath Office Kunnonmukku Road In Division 23 At Elayavoor Zonal Inkannur Municipal Corporation.Ch-0/000 To 0/800Km.
Basic Detail
Tender No ELVRZ/AE/01/2021-22
Bidding Type Tender
Location
City ELAYAVOOR
State Kerala
Key Dates
Publish Date 16 Aug 2021
Submission Date 26 Aug 2021
Open Date 31 Aug 2021
Finance
Tender Value 10.26 Lakhs
Tender Fee 2500
EMD 15391
Exemption Not Available
Document List
aea40c45-e1c0-4f11-8ae0-8d29686ff09d.html
BOQ_618432.xls
Tendernotice_1.pdf

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Tender Timeline

Aug 16, 2021
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 26, 2021
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Aug 31, 2021

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

aea40c45-e1c0-4f11-8ae0-8d29686ff09d.html

xls

BOQ_618432.xls

pdf

Tendernotice_1.pdf

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