Vikas Khand Mahsi Gram Dhanawa P.W.D. road Vijay ke Khet hote huye Chotkaanu ke ghar tak interlocking karya_11

Construction of embankment with approved materials deposited at site from roadway cutting and excation from drain and foundation of other structures graded and compacted to meet requirement of Table 300.1 and 300.2 as per Technical Specification Clause 301.5.Sr.no.MORD 301.5

Excavation in cutting in soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carring of cut earth to ebankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

Granular Sub-base with well Graded Material (Table400.1) By Mix in Place Method 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 MORD Sr. No.4.1 and Technical Specification Clause 401.

Providing, laying, G-3 spreading and compacting stone aggregated of specific sizes (53 mm to 22.4 mm) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth whee roller 80-100 Kn in stages to proper grade and camber, applying and brooming, stone screening / binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 As per MORD Sr. No.4.7(3) & Technical Specification Clauses 405.

Ist class B/W 1:3 Cement and Coarse sand mortar As Per S.I. No. 307A foundation & Plinth

Supply & Laying of Zig-Zag 80mm thick interlocking Tiles Concrete Block Pavements having thickness of 80mm as per drawing and Technical Specification clause 1504.

Providing & laying Cement Concrete 1:2:4 Cement, C/sand & 20mm stone grit I/C all material, labour and T & P etc. requred for proper complition of the work as per S.I. No. 279(b)

Construction of embankment with approved materials obtained from borrow pit with a lift up to 1.5m,transporting to site , spreadig grading to requred slope and compacting to meet requirement of table300.1 and 300.2 with a lead up to 1000m as per Technical Specification Clause 301.5Sr.no.MORD 301.5

Providing and fixing Sign. Board.(Only For Estimation Purposed)

deduction of competitive price efficincy @ 5%