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Construction Of New Road From Mubarikpur To Sahapur Mansoorpur Via Nizampur In ( Missing Link Yojna ) , muzaffarnagar-Uttar Pradesh

Public Works Department-PWD has published Construction Of New Road From Mubarikpur To Sahapur Mansoorpur Via Nizampur In ( Missing Link Yojna ) . Submission Date for this Tender is 15-06-2021. Road Work Tenders in muzaffarnagar Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

28159081
Corrigendum : Construction Of New Road From Mubarikpur To Sahapur Mansoorpur Via Nizampur In ( Missing Link Yojna )
Open Tender
Indian
Uttar Pradesh
muzaffarnagar
15-06-2021

Tender Details

Construction Of New Road From Mubarikpur To Sahapur Mansoorpur Via Nizampur In ( Missing Link Yojna )

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 14-Jun-2021 schedule c Other 15-06-2021

Key Value

Document Fees
INR 2714 /-
EMD
Refer document
Tender Value
INR 50 Lakhs /-

BOQ Items

Name of Work: Construction of New Road from Mubarikpur to Sahapur Mansoorpur Via Nizampur in (Missing Link Yojna)
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in charge upto a distance of 30 M. from the foundation trenches. (where machine can not move ) Chapter-4 SI No. 251. BI01010001010000000000000515BI0100001113 205 Cum
2 2 Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader/tractor mounted appropriate equipment on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specificatin Clause 401.(For Grading I Material). 260 Cum
3 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam Sub-base/Base (WBM Grading 2) specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405 (By Manual Means'). 490 Cum
4 4 Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam Sub-base/Base (WBM Grading 3) specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 (By Manual Means') . 421 Cum
5 5 Providing and applying primer coat of Low Porosity with Bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at rate of 0.60 Kg/Sqm using mechanical means as per Technical Specification Clause 502. 5625 Sqm
6 6 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 to required line, grade and level to serve as wearing course on a previously prepared base by manual means, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades as per Technical Specification Clause 508 Including Tack Coat and Cost of Bitumen As Per Schedule 'C' ( By Manual Means). 5625 Sqm
7 7 Providing and laying seal coat by manual means with VG-10 sealing the voids in a Bituminous surface laid to the specified levels, grade and cross fall using Type 'C' as per Technical Specification Clause 510 Including Cost of Tack coat and Bitumen As Per Schedule 'C' ( By Manual Means). 5625 Sqm
8 8 Supply & Laying, Fixing of of 350 mm dia NP-3 Hume Pipes including labour & T&P etc. 67.5 Rm
9 9 Earth work in pateri in ordinary soil including royalty on earth, including ramming and dressing the surface to required level and slopes, labour T&P & also including roller charges etc. required for proper completion of the work. 2000 Cum
10 10 Cement Concrete with 4 cm gauge approved stone grit, coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.S.I.No.-281,Chapter-5 10 Cum
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