Rural Development Local Bodies Closing in 0 days TDR #36194663

Tender For Various Road In Division 13 In Mukkam Municipality

Issued by Local Bodies · mukkam, Kerala
Tender Value
5.92 Lakhs
Estimated cost
Bid Submission
20 Feb 2023
0 days left
EMD
14811
Bank guarantee accepted
Document Fee
1310
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender For Various Road In Division 13 In Mukkam Municipality

BOQ

Work Name:Annual Plan-258/2022-23-Various road Division 13 in mukkam municipality-General Civil Work
Sl. No. Item Description
1Kaithona Road Re- Tarring
275.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen RatesConstruction 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.
375.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen RatesConstruction 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.
475.5.2.1pb: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.
575.5.11.1.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)
675.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification(i) Nominal mix (1:2:4)
7Kuttipala rajeevcolony kunthanthodika kulangara
83.5.1: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
9OD372855/2022-2023:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with goodquality blasted rubble including packing to compactness to lines and levels cost and conveyanceof all materials labour charges etc. complete as per direction of Departmental officers at site- Modified from 60.7.1
1012.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br> For height upto 5 m <br> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
1112.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
12Raman road panachingal Ayyapan kavu road
133.5.1: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
14OD372888/2022-2023:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with goodquality blasted rubble including packing to compactness to lines and levels cost and conveyanceof all materials labour charges etc. complete as per direction of Departmental officers at site- Modified from 60.7.1
1512.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br> For height upto 5 m <br> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
1612.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

AI Tender Summary

OUR REF NO 36194663
AUTHORITY Local Bodies
TENDER VALUE 5.92 Lakhs
LAST DATE 20-02-2023
Authority
Authority Name Grama Panchayat
Work Description Tender For Various Road In Division 13 In Mukkam Municipality
Basic Detail
Tender No AE/MKM/177/2022-23
Bidding Type Tender
Location
City mukkam
State Kerala
Key Dates
Publish Date 10 Feb 2023
Submission Date 20 Feb 2023
Open Date 21 Feb 2023
Finance
Tender Value 5.92 Lakhs
Tender Fee 1310
EMD 14811
Exemption Not Available
Document List
2eb76d44-33c4-4bc3-acbd-10b699f942c9.html
BOQ_820107.xls
Tendernotice_1.pdf
Tendernotice_2.pdf
Tendernotice_3.pdf
Tendernotice_4.pdf
Tendernotice_5.pdf
Tendernotice_6.pdf

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Tender Timeline

Feb 10, 2023
11:30 IST

Tender Published

Tender notice published.

Completed
Feb 20, 2023
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Feb 21, 2023

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

2eb76d44-33c4-4bc3-acbd-10b699f942c9.html

xls

BOQ_820107.xls

pdf

Tendernotice_1.pdf

pdf

Tendernotice_2.pdf

pdf

Tendernotice_3.pdf

pdf

Tendernotice_4.pdf

pdf

Tendernotice_5.pdf

pdf

Tendernotice_6.pdf

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