VIKASH KHAND MARDAH KE GRAM PANCHAYAT SARWANDIH ME PICH ROAD SE PANKAJ KE GHAR TAK ENTERLOCKING ROAD KA NIRMAN KARY

E/w in cutting or filling embankment with ordinary soil in 20 cm. layers including ramming and dressing of surface to requried levels and slopes and also including 1.5 mt. lift and cartage distance 1.00Km . As per S.I. No. 253

E/W in excavation in trenches for foundation & for pipes cables etc. in ordinary Soil (Loam clay or sand) including filling lift upto 1.5 m. and lead upto 30m. excavated earth into the tranches or plinth and dressing of sides & ramming bottoms watering and ramming & disposal of surplus excavated earth as directed by the engineer I/C SI No. 251

Providing and laying in cement concrete 1:6:12 (I cement : 6 fine sand of 1.25 FM : 12 graded Brick Ballast 40 mm. Nominal Size) curring complete. including cost of work. SI. No.273

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.

Providing laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness hand packing-rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber applying and brooming crushable screening to fill-up the interstices of coarse aggregtate watering and compacting to the required density grading 3 as per Technical Specification clause 405.

M-150 Class brick work in 1:4 cement and coarse sand mortar in including supply of all materials, labours and tools and plants etc. required for proper completion of the work. SI. No. 305

Providing and laying 25 mm thick PCC in 1:2:4 with cement coarse sand and 20 mm gauge stone grite. Including Supply of Material T&P etc.Complete work.As per S.I. No.279(b)

Supply and Laying of Rubber moulded reflective Zig-Zag 80 mm thick precast compressed CC inter locking block, compressive strength shall not be less that 30 MPA and weight not less that 5.5kg each block including cost of 50 mm thick bedding manfcatured by high pressure and controlled vibration machine having minimum 5 mm thick topping CP Cement Mixed 25% marble powder the compressive strength of concrete paver block as per drawing and confirming IRC-SP-63-2004 including cost all material labour T&P etc.with 3 cm thick beding (cussion ) of fine sand and 8 cm depth jointing of interlocking with fine sand and also inculding filling gap the cost of all material, labour & T&P etc.complete of work Grey.Enter locking blocks 31.50 No. per Sqm. As per Technical Specification Clause 1504 Sr. No.6.7

S/F Sign board Lettering & Painting etc.