Public Administrative Department Local Bodies Closing in 0 days TDR #38621931

Tender For Formation Of Bt Road With Strom Water Drain At Kamaraj Nagar S/N Road-3, S/N Road-4, S/N Road-5, S/N Road-6, Sakthi Nagar E/W Road-1, E/W Road-2, E/W Road-3, S/N Road, Ayyavu Nagar S/N Road-5, Ashok Nagar West Extension, Aravakurichi Town

Issued by Local Bodies · aravakurichi, Tamil Nadu
Tender Value
Ref. Documents
Estimated cost
Bid Submission
14 Jul 2023
0 days left
EMD
1.60 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
aravakurichi → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Formation Of Bt Road With Strom Water Drain At Kamaraj Nagar S/N Road-3, S/N Road-4, S/N Road-5, S/N Road-6, Sakthi Nagar E/W Road-1, E/W Road-2, E/W Road-3, S/N Road, Ayyavu Nagar S/N Road-5, Ashok Nagar West Extension, Aravakurichi Town Panchayat

BOQ

Name of Work: Formation of BT Road with Strom Water Drain at Kamaraj Nagar S/N Road-3, S/N Road-4, S/N Road-5, S/N Road-6, Sakthi Nagar E/W Road-1, E/W Road-2, E/W Road-3, S/N Road, Ayyavu Nagar S/N Road-5, Ashok Nagar West Extension, Ashok Nagar E/W Road-1, E/W Road-2, S/N Road-1, S/N Road-2, S/N Road-3, S/N Road-4, S/N Road-5, Amman Nagar E/W Road-4, E/W Road-5 and E/W Road-6 in Aravakurichi Town Panchayat, Karur District.
Sl. No. Item Description
1Earthwork Excavation in all soils and sub soils except hard rock requiring blasting with initial lead and lift for cutting the Existing Road Surface directed by departmental officers etc., complete as per standard specification. as per SS 20 A TNDSS NO: 23&24VI (S2), VII 9,10
2Construction of Granular Sub-base by providing close graded material,mixing in a machanical plant at OMC,carriage of mixed material to work site,spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to acheive the desired density,Complete as per clause 401.
3Providing and Laying, Spreading and compacting graded stone aggregates to Wet Mix Macadamspecification including premixing the materials with waterat OMC in mechnanical mix plant carriage of mixed material by tipper to site laying inuniform layers with paver sin Sub Base/Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5
4Providing and Laying Prime Coat over WMM surface using 7Kg of Emulsion Bitumen (SS1) per 10sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc.,complete as per Clause 502 of MORTH Rev-5
5Providing and Laying Tack Coat over WMM surface (treated with primer) using 2.50Kg of Bitumen Emulsion (RS1) per 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5
6Providing and Laying 50mm Consolidated thick Dense Bituminous Mecadam using 0.24 cum of 26.50 – 13.20 mm Graded metal and 0.25 cum of 13.20 – 2.36 mm Grade metal and 0.23 cum of 2.36 mm & below with 53.20 kgs of 60/70 Grade Bulk bitumenfor premixing per 10 Sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20 – 30 ton capacity, Conveying the mix by tipper trucks to paver site, spreading themix to uniform thickness of 50 mm with mechanical pavers to the specified grades and cross sections and compaction by Vibratory/Pneumatic rollers to the required density etc., including labour for loading bitumen into bitumen tank and Metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20 – 30 ton CMP With bitumen boiler tipper,trucks, paver Finisher/9M,Vibrator rollers and all other tools and plants required,including all other incidental charges etc., complete as per standard specification using CMP Clause 505 of MORTH Rev-5
7Providing and Laying Bituminous Concrete 30mm Consolidated thick using 0.13 cum of 19.00 – 9.50mm,0.17 cum of 9.50-2.36mm and 0.26 cum of2.36 mm & below with 50.30 kgs of 60/70 Grade Bulk bitumen per 10 Sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20 – 30 ton capacity, Conveying the mix by tipper trucks to paver site, spreading themix to uniform thickness of 40 mm with mechanical pavers to the specified grades and cross sections and compaction by Vibratory/Pneumatic rollers to the required density etc., including labour for loading bitumen into bitumen tank and Metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20 – 30 ton CMP With bitumen boiler tipper,trucks, paver Finisher/9M,Vibrator rollers and all other tools and plants required,including all other incidental charges etc., complete as per standard specification using CMP Clause 507 of MORTH Rev-5
8Providing and Laying of U/S Gravel including cost and conveyence of the same to work site with an lead of 7Km including Stacking the same to Departmental gauge for Premeasurement including all labour charges for Laying, Spreading etc, Complete and directed by the Departmental Engineer for making up low berms complying with standard Specifications.
9Providing and Laying of Hot Applied Thermoplastic Compound of 2.5mm thick including refllectorising glass beads @ 250grms per sqm area thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35 the Finished surface to be level, uniform and free from steaks and holes etc., complete as per MORT & H Specification NO.803
10Earthwork Excavation in all soils and sub soils except hard rock requiring blasting with initial lead and lift including re-filling the sides of foundation in layer of 15 cm thick watering , ramming ,depositing the surplus earth in the premises as directed by departmental officers etc., complete as per standard specification. as per SS 20 B TNDSS NO: 23&24VI (S2), VII 9,10
11Plain Cement Concrete 1:4:8 mix( One Part of Cement Four Part of Sand and Eight Part of aggregates) using 40 mm ISS HBG metal including cost and conveyance of all materials to work site and all labour charges for mixing, laying,consolidating and curing etc complete as per the standard specifications. TNDSS NO: 28 V, VI (S2) V,VI (S5A) VII
12Supplying and Errecting Centering to Sides and Soffits including supports and struttingfor drainage sides andculvert body wall sidesusing 90cm x 60cm and B.G 10stifenedwith welded mild steel angles of size 25mm x 25mm x 3mm for boardinglaid over( silver oak joists ) of size 10cm x 6.50cm spaced at about 90cm including all labour charges and cost and conveyance of all materials to site etc. complete complying with standard specification. TNDSS NO: 30&86
13Below Ground Level
14Culvert
15Plain Cement Concrete 1:3:6 Mix (One Part of Cement Three Part of Sand and Six Part of Aggregate) using20 mm size ISS HBG metal from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing. Laying and curing etc. complete. Complying with standard. specifications.. TNDSS NO: 24
16Providing Granolithic Floor Finish of the 25mm thickness with Plain Cement Concrete 1:2:4 (One Cement, Two sand and Four aggregate) using 10 to 12mm gauge hard broken stone jelly including laying, finishing and the top rubbed smooth with power trawl, thread lining, curing etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panellingwherever necessary and as directed by the departmental officers)
17Supplying Fabricating and Placing in Position of Steel Rods using TMT Tor Steel including cost of binding wire, cost of labour charges for fabrication and placing in positionetc. Complete. Complying with std. specifications.TNDSS NO: 86
18Reinforced Cement Concrete 1:1½:3 Mix (One Part Cement One and Half Part Sand and Three Part of Aggregate)using 20mm size ISS HBG metal machine crushed from approved quarry including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing but excluding cost of reinforcement etc.Complete with std.Specifications. TNDSS NO: 30

AI Tender Summary

OUR REF NO 38621931
AUTHORITY Local Bodies
TENDER VALUE Ref. Documents
LAST DATE 14-07-2023
Authority
Authority Name Town Panchayats
Work Description Formation Of Bt Road With Strom Water Drain At Kamaraj Nagar S/N Road-3, S/N Road-4, S/N Road-5, S/N Road-6, Sakthi Nagar E/W Road-1, E/W Road-2, E/W Road-3, S/N Road, Ayyavu Nagar S/N Road-5, Ashok Nagar West Extension, Aravakurichi Town Panchayat
Basic Detail
Tender No 313/2023
Bidding Type Tender
Location
City aravakurichi
State Tamil Nadu
Key Dates
Publish Date 13 Jul 2023
Submission Date 14 Jul 2023
Open Date 14 Jul 2023
Finance
Tender Value Ref. Documents
Tender Fee Ref. Documents
EMD 1.60 Lakhs
Exemption Not Available
Document List
BOQ_407681.xls
880f8936-5ecf-4cc1-864c-37ae20be9f0d.html
Aravakurichi-KNMT.pdf
Tendernotice_1.pdf

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Tender Timeline

Jul 13, 2023
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 14, 2023
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Jul 14, 2023

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
xls

BOQ_407681.xls

html

880f8936-5ecf-4cc1-864c-37ae20be9f0d.html

pdf

Aravakurichi-KNMT.pdf

pdf

Tendernotice_1.pdf

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