Public Administrative Department Local Bodies Closing in 0 days TDR #38509428

Tender For Knmt 2023-2024

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

Tender Overview

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

Project Description

Knmt 2023-2024 Providing Bt Road And Construction Of Storm Water Drain With Culvert At Ward No.15 Vallal Nagar 1Street, 2Nd, 3Rd, 4Th, 5Th, 6Th And 7Th Street In Chithode Town Panchayat

BOQ

Name of Work: Providing BT Road and Construction of Storm Water Drain with Culvert @ Ward No.15 Vallal Nagar 1street, 2nd, 3rd, 4th, 5th, 6th and to 7th Streetin Chithode Town Panchayat, Erode District
Sl. No. Item Description
1Earthwork excavation in all soils and sub soils except hard rock not 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
2Plain Cement Concrete of mix 1 : 4 : 8 (One Cement, Four M- sand & Eight aggregates) using 40mm gauge hard broken including cost conveyance of all materials to site including formwork and centering labour charges, transporting and placing in position including shoring, strutting, forming protective bunds, cofferdams bailing out of water labour for mixing compacting, finishing and curing, working at depths, tools and plants and incidental charges such as sheeting, shoring and bracing and their subsequent removal etc., complete as per standard specification.as per the standard specifications. TNDSS NO: 28 V, VI (S2) V,VI (S5A) VII
3Supplying 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
4A) Plain surface Below 1 mtr Ht
5B) Plain surface Above 1 mtr Ht
6C) Rcc Work
7Plain Cement Concrete 1:2:4 Mix (one part cement, two part M-sand and four part of aggrigate) 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 etc. complete. Complying with std. specifications.
8Providing Granolithic floor finish of the 25mm thickness with plain cement concrete 1:2:4 (One Cement, Two M-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)
9Supplying fabricating and placing in position of steel rods usingTMT Tor Steel including cost of binding wire, cost of labour charges for fabrication and placing in positionetc. Complete. Complying with std. specifications.
10Reinforced Cement Concrete 1:1½:3 Mix (One part cement, one and half part M-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
11Earth work open excavation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc. complete. Complying with Standard Specifications as per SS 20 BMORTH 24 & 25
12Construction 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.
13Providing and laying Well Gravel to the specified thick including cost and conveyance ofWellgravel from approved quarry and stocking the same at road side to Departmental guage for premeasurement as directed by the Departmental Officers including labour charges for spreading in layers not exceeding 75 mm thick (or) as specified by the departmental officers, levelling, sectioning etc., and all other charges for tools and plants employed for the work and all other incidental charges such as barricading and providing danger lights etc., complete as per standard specification. as per clause 301 & 305 of MORTH
14Providing and laying WMM (Wet Mix Mecadam) of 100 mm compacted thickness or else as specified on the prepared sub base with graded stone aggregate and granular material of quality size and grading pasting in layor with motor grader and compaction with vibrating rollers of 80-100 KN static weight and fine dressing for required grade and cross slope as shown on the drawing equipments equipments safety measures testing and incidents necessary to complete the work as per MORTH 406
15Providing and laying Prime Coat over WBM/ WMM Surface using 7Kg of Emulsion Bitumen (SSI)per10 sqm 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
16Providing and laying Tack Coat over WBM/ WMM Surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1)per10 sqm 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
17Providing 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 bitumen for 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
18Providing 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 45.27kgs of 60/70 Grade Bulk bitumen and 5.03 kg of shredded Plastic waste for 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 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

AI Tender Summary

OUR REF NO 38509428
AUTHORITY Local Bodies
TENDER VALUE 1.39 Crore
LAST DATE 21-07-2023
Authority
Authority Name Town Panchayats
Work Description Knmt 2023-2024 Providing Bt Road And Construction Of Storm Water Drain With Culvert At Ward No.15 Vallal Nagar 1Street, 2Nd, 3Rd, 4Th, 5Th, 6Th And 7Th Street In Chithode Town Panchayat
Basic Detail
Tender No 73/2023
Bidding Type Tender
Location
City chithode
State Tamil Nadu
Key Dates
Publish Date 06 Jul 2023
Submission Date 21 Jul 2023
Open Date 21 Jul 2023
Finance
Tender Value 1.39 Crore
Tender Fee Ref. Documents
EMD 1.39 Lakhs
Exemption Not Available
Document List
8f283a3e-c401-4251-90ee-dfa4165f5895.html
BOQ_400579.xls
Tendernotice_1.pdf
Tendernotice_2.pdf

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Tender Timeline

Jul 06, 2023
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 21, 2023
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Jul 21, 2023

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

8f283a3e-c401-4251-90ee-dfa4165f5895.html

xls

BOQ_400579.xls

pdf

Tendernotice_1.pdf

pdf

Tendernotice_2.pdf

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