Tender For Cc Work From Netrapal Gola Jis House To Dabur Road In Salempur Bibi - Earth Filling For Plinth & Site Development Of Necessary Quantity Of Earth From A Distance Not Exceeding 2Kms From The Site Of Work Required For Proper Completion Of Work (C, Soron-Uttar Pradesh
TDR : 50856413
Tender Notice
BOQ
Expired
Soron
Uttar Pradesh
Tender For Cc Work From Netrapal Gola Jis House To Dabur Road In Salempur Bibi - Earth Filling For Plinth & Site Development Of Necessary Quantity Of Earth From A Distance Not Exceeding 2Kms From The Site Of Work Required For Proper Completion Of Work (C
Name of Work:Salempur Bibi meNetrapal gola ji ke ghar se Dabour Road tak CC karya
Sl. No.
Item Description
1
Earth filling for Plinth & site development of necessary quantity of earth from a distance not exceeding 2kms from the site of work required for proper completion of work (CARTAGE 2 KM)
2
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 rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401.
3
Providing, laying, spreading and compacting stone aggregates of(53 mm to 22.4 mm )sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 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.
4
Class M-150 brick work in 1:6 cement and C-sand of 2.25 fineness modulus mortar in foundation and plinth including supply of all material, labour and T&P etc. required for proper completion of the work
5
P.C.C in 1:2:4 cement coarse sandand 20mm gauge stone grit, as per si no 279
6
CEMENT CONCRETE PAVEMENT(C.C ROAD) construction of un-reinforced plain cement concrete pavement thickness as per design, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M 30 (grade) (1:1.5:3) coarse and fine aggregates conforming
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