Under District Gonda, Parsa Godri Concrete Road to Nadaipurwa (South) Awadhram Mishra is the former BDC. Construction of the road to the house of, Lot No 17

Work

Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.5m with normal lead upto 50m transporting to site, spreading grading to required slope and compacting to meet requirement of table 300.1 and 300.2 as per. Technical specification Clause 301.5 Mord 301.5

Excavation in foundation in ordinary soil as directed by the Engineer-incharges.as per SI.No. 251

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.

Class-150 brick work in 1:4 cement and C/sand of 2.25 fineness modukus mortar in foundation and plinth including supply of all materials labour and tools and plants etc. required for proper completion of work. As per SI.No.305B

Providing, laying, spreading and compacting stone aggregates of specific sizes 45-63 mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN in stages to proper grade and camber, applying and brooming, screening /binding to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.

Providing, laying, spreading and compacting stone aggregates of specific sizes 22.4-53 mm 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, screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

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 including filling gap the cost of all material, labour & T&P etc. complete of work (Grey inter locking 32.00 @75% =24 No., Red inter locking 32.00 @25% =8 No./sqm) As per Technical Specification Clause 1504 Sr. No. 6.7

12 mm. thick plaster with Cement, Fine sand in 1:4 single coat on fair side of single or half brick wall of interior plastering upto two level including aries internal rounded angles not exceeding 80 mm in grith and finshed even and smooth no extra for mixing any additive required for proper completion of work Sl No. 584

Brick edging on both side of the road with Straight overburnt bricks 8 cm. wide and 12 cm. deep laid with mud mortar including labour and s/o brick finished to required template and in proper alignment and also including dressing and ramming the excavated earth as per direction of Engineer-in-charge.