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Construction Of Pure Duli , Pure Baisan Link Road . Km- 1 To 2 ( 150 ) , RAEBARELI-Uttar Pradesh

Public Works Department-PWD has published Construction Of Pure Duli , Pure Baisan Link Road . Km- 1 To 2 ( 150 ) . Submission Date for this Tender is 04-02-2020. Road Work Tenders in RAEBARELI Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

23377362
Corrigendum : Construction Of Pure Duli , Pure Baisan Link Road . Km- 1 To 2 ( 150 )
Open Tender
Indian
Uttar Pradesh
RAEBARELI
04-02-2020

Tender Details

Construction Of Pure Duli , Pure Baisan Link Road . Km- 1 To 2 ( 150 )

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 30-Jan-2020 Corrigendum Date 04-02-2020

Key Value

Document Fees
INR 860 /-
EMD
INR 357000.0 /-
Tender Value
INR 35.70 Lakhs /-

BOQ Items

Name of Work: Construction of Pure Duli, Pure Baisan Link Road. Km- 1 to 2(150)
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Earthwork in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 1/2 metre (20") in depth and earthwork in embankment to be in 20 cm. (8") layers, including ramming & dressing the surface to required levels and slopes and also including 1.5 metre (5 fts) lifts and 30 m. (100") lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 metres (100 ft.) distance as directed by the Engineer-in-charge. as per PWD specification no. 253. 2000 Cum.
2 2 Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m. (5 fts.) and lead upto 30m. (100 fts.) & 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. (100 fts.) from the foundation trenches. As per PWD specification no. 251 83.6 Cum.
3 3 Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader 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 Specification Clause 401. 423.6 Cum.
4 4 Providing, Laying and spreading Material on a prepared sub grade, adding cement @ 2% by weight to the spread material mannually, mixing in place with roatavator and compacting with the road roller at OMC to achieve the desired uncomfined compressive strength and to form a layer of sub-base. 138.25 Cum.
5 5 Providing ,Laying and spreading material on a prepared sub-base, cement @ 4% by weight to the spread material manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base. 356.25 Cum.
6 6 Providing, laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm stone grit @1.8 cum/100 sqm and 11.2 mm stone grit @0.90 cum/100 sqm stone aggregates using V.G.-10 bitumen to required line, grade over freshly laid tack coat of bitumen VG-10 with bitumen boiler and sprayer at the rate of 35 Kg. per 100 Sqm and seal coat type 'C' with 6.7mm grit @0.90cum/100 sqm including mixing in a deptt. H.M.P. located in Km-122 (Revhara) of Lucknow Varanasi Road in Distt. Raebareli, laying and rolling with a three wheeled 80-100 KN static roller capacity finished to required line, level and grades, including clearing existing painted surface, cost of labour & grit but excluding cost of bitumen, hire charges and fuel of HMP and allied machinery required for the proper completion of the work. As per MORD Technical Specification Clause-508. 4312.5 Sqm.
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