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Tender For Black Top Road At Gajoyapur From Damujali Main Road To Usman Molla Land( 510 M ), durgapur-West Bengal

Zilla Parishad-ZP has published Tender For Black Top Road At Gajoyapur From Damujali Main Road To Usman Molla Land( 510 M ). Submission Date for this Tender is 12-02-2024. Road Work Tenders in durgapur West Bengal. Bidders can get complete Tender details and download the document.




Tender Notice

41783314
Tender For Black Top Road At Gajoyapur From Damujali Main Road To Usman Molla Land( 510 M )
Open Tender
Indian
West Bengal
durgapur
12-02-2024

Tender Details

Tender For Black Top Road At Gajoyapur From Damujali Main Road To Usman Molla Land ( 510 M ) , Construction Of Sub-Base Local Material To Requisite Thickness ( Measurement After Compaction ) In Layer Including Screening Of Metals Etc. As Necessary Hand Packing, Sweeping, Watering, Rolling In Stages With Power Roller Proper Line, Grade And Camber, Lighting, Guarding, And Barricating And Making Necessary Earthen Bundh Of 1 Mtr Width On Each Side Where Necessary To Protect Edges And Preparing The Bed By Necessary Cutting Or Cleaning And Rolling All Complete Including Cost Of All Material And Hire And Labour Charges Of All Men And Machineries And Compacting To The Required Density As Per Clause 404 Of Specification For Road And Bridge Work Of Mort&H ( 5Th Revision ) ( B ) Using Brick Aggregate 40Mm Size [ Pwd, Sor, 2018, Vol-Iii , Pg No. -247, Item No.-4.09 ) ]

Key Value

Document Fees
INR 750 /-
EMD
INR 24000.0 /-
Tender Value
INR 11.99 Lakhs /-

BOQ Items

Name of Work: BLACKTOP ROAD AT GAJOYAPUR FROM DAMUJALI MAIN ROAD TO USMAN MOLLA LAND( 510 M )
Sl. No. Item Description
1Construction of sub-base local material to requisite thickness ( measurement after compaction) in layer including screening of metals etc. as necessary hand packing, sweeping, watering, rolling in stages with power roller proper line, grade and camber, lighting, guarding, and barricating and making necessary earthen bundh of 1 mtr width on each side where necessary to protect edges and preparing the bed by necessary cutting or cleaning and rolling all complete including cost of all material and hire and labour charges of all men and machineries and compacting to the required density as per clause 404 of specification for road and bridge work of MORT&H (5TH revision) (b) Using brick aggregate 40mm size [ PWD, SOR, 2018, VOL-III , PG NO. -247, ITEM NO.-4.09)]
2Water Bound Macadam Base CourseProviding, laying , spreading and compacting stone aggregate of specified size to water bound macadam specification in uniform thickness including hand packing rolling with vibratory roller 8-10 tones in stage to proper grade and camber, applying and booming requisite type of screening/ binding material to fill up the interstices of coarse aggregate, watering including lighting, guarding, and barricating and making necessary earthen bundh of 1 mtr width on each side where necessary to protect edges and preparing the bed by necessary cutting or cleaning and rolling all complete including cost of all material and hire and labour charges of all men and machineries and compacting to the required density as per clause 404 of specification for road and bridge work of MORT&H (5TH revision) (b)Grading-1 aggregate (63mm to 45mm) using stone cleanimg type-B (11.2mm size). By manuals means Stone aggregate (63mm to 45mm):@ 1.21cum/cum Type B stone screening: @ 0.24cum/cum . [ PWD, SOR, 2018, VOL-III , PG NO. -248, ITEM NO.-4.11(ii)b]
3Water Bound Macadam Base CourseProviding, laying , spreading and compacting stone aggregate of specified size to water bound macadam specification in uniform thickness including hand packing rolling with vibratory roller 8-10 tones in stage to proper grade and camber, applying and booming requisite type of screening/ binding material to fill up the interstices of coarse aggregate, watering including lighting, guarding, and barricating and making necessary earthen bundh of 1 mtr width on each side where necessary to protect edges and preparing the bed by necessary cutting or cleaning and rolling all complete including cost of all material and hire and labour charges of all men and machineries and compacting to the required density as per clause 404 of specification for road and bridge work of MORT&H (5TH revision)(iii) Grading-II Aggregate (53 mm to 22.4 mm) Using Stone Screening Type B (11.2 mm) B. Manual Means [ PWD, SOR, 2018, VOL-III, PG NO. -248, ITEM NO.-4.11.iii(b)]
4Providing, laying & rolling open- graded premix surfacing of 20mm thickness composed of 13.2mm(@0.018cum/sqm) and 11.2 mm( @0.009cum/sqm) size stone aggregate, including through cleaning and pre-heating srone chips and pre-coating the same either using viscosity grade paving bitumen or cut-back or emulsion, carrying the mixture by any suitable arrangements laying the mixture uniformly over the surface, incding line , grade and level to serve as wearing coarse on a previously prepared base, including miximg in Mobile Hot Mixing Plant (Light Duty) and thoroughly rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades including the cost ad carriage of stone chips and atrix, heating the matrix, preheating the aggregate to required temperature and including the hire charge Mobile Hot Mixing Plant (Light Duty)and other machinery, pay of operators, cost of fuel and lubricant etc. complete to be followed by seal coat of either type A or Type B as per Technical Specification Clause 508 for rural roads of MORD.[ PWD, SOR, 2018, VOL-III , PG NO. -257, ITEM NO.-5.11]
5Providing and laying premixed seal coat (type-B) With approved quality@0.6cum/100sqm and hot bitumen binder on throughly black top surface coated wiyth take coat, including heating and cleaned sand/grit (100% passing through 2.36mm sieve and retain on 180 micron sieve) uniformly with bitumen binder, laying and sprading the mix at an uniformly rate using suitable means brushing the surface if necessaryto ensure uniformly followed by rolling with power roller including the cost and carriage of binders& stone chips, cost of heating the binder and aggregates and all other incidental charges, cost of fuel and lubricants, including hire charges of machineries, tools & plans required for construction and quality control complete as per Clause511 of specification for Road and Bridge Works of MORT&H(5TH REVISION). [ PWD, SOR, 2018, VOL-III, PG NO. -258, ITEM NO.-5.13(B)ii]
6Providing and applying tack coat with cationic the prepared surface cleaned with hydraulic broom bitumen emulsion pf approved grade confirming to IS-8837:1978 on the prepared surface cleaned withHydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).(ii) On Granular surfaces treated with primer (Using Bitumen emulsion at the rate of 0.25 to 0.30 kg per sqm.)[ PWD, SOR, 2018, VOL-III, PG NO. -251, ITEM NO.-5.02(ii)]
7Display board(Page no-265,Sl no-8.07 PWD Vol-I)
8ADD C.GST &S.GST@18%
9ADD LABOUR CESS@1%
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