Public Administrative Department Local Bodies Closing in 0 days TDR #36491413

Tender For Construction Of Bituminous Road From Mahachanda Ssk To Paresh Das Home Under Mahachanda Gp

Issued by Local Bodies · bhatar, West Bengal
Tender Value
15.94 Lakhs
Estimated cost
Bid Submission
14 Mar 2023
0 days left
EMD
31899
Bank guarantee accepted
Document Fee
7975
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
bhatar → West Bengal
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Construction Of Bituminous Road From Mahachanda Ssk To Paresh Das Home Under Mahachanda Gp

BOQ

Scheduleof probable items of work/Estimate forConstruction of Bituminous road from Mahachanda SSK to Paresh Das Home under Mahachanda G.P Within Bhatar Panchayat Samiti in the District of Purba Bardhaman.Length of Road- 500 Mtr (CH 0.00 mtr to500 mtr) .Estimate No-(State Sl No.104)Rates are as per PWD Schedule of rates with effect from 30.08.2018 (Volume-III) with 9th Corrigenda & Addenda
Sl. No. Item Description
1Dressing and chilchalling Road flanks including cutting and filling with earth up to 150 mm average thickness finished with outward cross-grade of 1 in 30.
2Construction of Sub Base using Local Materials, spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) For Construction of Sub Base by compacting 1st class brick aggregates (40 mm down) and sand (in proportion of 60:40)Add cost at site of 0.90 m3 of brick aggregates and 0.48 m3 of medium sand (loose volume) to arrive at the consolidated rate
3Earthwork in excavation from borrow pits (land owned/arranged by the Department) and depositing in layers of 250 mm. including breaking clods in embankment works and to fill up back of abutments, depressions and ruts with an initial lead up to 50 m and initial lift up to 1.5 m making bunds at top as directed dressing complete. (Borrow pit measurement) (i) In ordinary soil
4\"B. By Mix in Place Method :Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber,compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials,machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision) Grading -III\"(i) Grading – III (26.50 mm chips0 .4480 cum,5.6 mm0 .5760 cum, Medium sand 0.2560)
5Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness,hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying andbrooming requisite type of screening / bindingmaterials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery andcompacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision)b)With coarse aggregate of size range 63mm-45mmCompacted thickness (using 1.21 cum of Grading-I aggrigates ,0.24 cum of type-Bscreening materials. Using Manual means b)With coarse aggregate of size range 63mm-45mmCompacted thickness (using 1.21 cum of Grading-I aggrigates ,0.24 cum of type-Bscreening materials. Using Manual means
6Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). Grading-II Aggregate (53 mm to 22.4 mm) Using Stone Screening Type B (11.2 mm) Manual MeansAdd cost at site of 1.21 m³ of Grading-2 Aggregates & 0.24 m³ Stone Screening Type-B to arrive at the complete rate
7Providing and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 and requisite quantity on prepared surface of granular base including cleaning of road surface and spraying primer using Mechanical means including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per Clause 502 of Specifications for Road & Bridge Works of MoRT&H (5th Revision For WBM / WMM Surface:(with primer @ 0.85 kg/sqm)
8Providing, laying and rolling of Open - graded premixsurfacing of 20 mm thickness composed of 13.2 mm(@ 0.018 m³ per m²) and 11.2 mm (@ 0.009 m³ per m²)size stone aggregates, including thoroughly cleaningof the surface, screening, cleaning and pre-heatingstonechipsandfullypre-coatingthesameeitherusing viscosity grade paving bitumen VG-30 (60/70) including tackcoat with bitumen emulsion MS ,carryingthemixturebyanysuitablearrangements,layingthemixtureuniformlyoverthesurface,includingline,gradeandleveltoserveaswearingcourseonapreviouslypreparedbase,including mixing in Mobile Hot Mix Plant (Light Duty)andthoroughlyrollingwithasmoothwheeledroller 8-10tonnecapacity,finishedtorequiredlevelandgradesincludingthecostandcarriageofstonechips and matrix, heating the matrix, preheating theaggregates to required temperature and includingthe hire charges of Mobile Hot Mix Plant (Light Duty)and other machinery, pay of operators, cost of fueland lubricants etc. complete to be followed by sealcoatofeitherTypeAorTypeBasperTechnicalSpecification Clause 508 for Rural Roads of MORD.(With application oftack coat @ 0.20--0.30Kg per Sqm &VG-30 (60/70)bitumin @ 1.46 Kg per Sqm )
9ProvidingandlayingPremixedSealCoat(TypeB) withapprovedqualitysand/[email protected]/100m2andbitumenbinderonthoroughlycleanedblacktop surface coated with tack coat, including heatingand mixing cleaned sand/grit (100 % passing through2.36mmsieveandretainedon180micronsieve)uniformly with bitumen binder, laying and spreading themixatanuniformrate usingsuitablemeans,brushingthesurface,ifnecessary,toensureuniformity,followedbyrollingwithpowerrollerincludingthecostandcarriageofbinderandaggregates,costofheatingthebinderand aggregates and all other incidental charges, cost offuelandlubricants,includinghirechargesofmachineries, tools & plants required for constructionandqualitycontrolcompleteasperClause511ofSpecificationsforRoad&BridgeWorksofMoRT&H(5th Revision). By ManualMeans (i)With Hot Bitumen Binder (@ 6.80 kg / 10 sqm.)
10Cost per 600mm np3 pipe length 5 mtr. As per SP20
11Supplying sign-board made of 25 mm thick sal plank with frame on all side of sal batten 50 mm x 32 mm with nailed on post 3.15mx100mmx100mm and fitting fixing such with digging holes of dia 300 mm and depth 750 mm in all sorts of soil and repacking and consolidating the gap around the post with cement concrete (1 : 3 : 6) painting 2 coats including cost of nails, bolts and nuts etc. complete in all respect as per direction of the Engineer-in-charge.Payment of concrete and painting to be made separately. 900 mm. x 600 mm. size of board
12Add18.0% forGST
13Add 1% for Worker Welfare Cess

AI Tender Summary

OUR REF NO 36491413
AUTHORITY Local Bodies
TENDER VALUE 15.94 Lakhs
LAST DATE 14-03-2023
Authority
Authority Name Zilla Parishad
Work Description Construction Of Bituminous Road From Mahachanda Ssk To Paresh Das Home Under Mahachanda Gp
Basic Detail
Tender No BHATAR PS/09/2022-23 Dated-25/02/2023
Bidding Type Tender
Location
City bhatar
State West Bengal
Key Dates
Publish Date 27 Feb 2023
Submission Date 14 Mar 2023
Open Date 17 Mar 2023
Finance
Tender Value 15.94 Lakhs
Tender Fee 7975
EMD 31899
Exemption Not Available
Document List
f310092b-38bc-4331-ba80-cf8e03045f90.html
7.pdf
BOQ_977694.xls
Tendernotice_1.pdf

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Tender Timeline

Feb 27, 2023
11:30 IST

Tender Published

Tender notice published.

Completed
Mar 14, 2023
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Mar 17, 2023

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

f310092b-38bc-4331-ba80-cf8e03045f90.html

pdf

7.pdf

xls

BOQ_977694.xls

pdf

Tendernotice_1.pdf

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