CONSTRUCTION OF CC ROAD FROM MASJID TO HOUSE OF PANNALAL AT VIKAS KHAND AIRAYA SHOHADMAU, FATEHPUR.

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 Technical Specification Clause 303.1.

Excavation for road way in soil using manual mean for carrying of cut earth to embankement site with a lift up to 1.50m and lead up to 50m as per SI. No. 251

CC 1:6:12 Cement sand and 40mm brick ballast all complete as S.I. No. 273

M1 150 class in foundation with 1:4 cement and coarse sand mortar including all complete of work. Item no. 305A

WBM Grading 3- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 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 required density gr 3 as per T.S clause 405

Construction of granular sub-base by providing coarse graded material,spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method at OMC, and compacting with smooth wheel roller to achieved the desired density, complete as per clause 401

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), coarse and fine aggregates conforming to IS:383 maximum size of coarse aggregate not exceeding 25 mm mixed in a concrete mixer compacted using needle, screed and plate vibrators, curing of concrete slabs for 14-days curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification MORD clause 1500.4

12mm thick plaster in 1:4 cement & sand morter all complete as per S.I. No. 13.11

PCC work with 1:2:4 with cement, coarse sand & 20 mm stone grit including all material labour etc complete As per SI No. 601

RCC work in slab with 1:1/2:3 with cement, coarse sand & 20 mm stone grit including all material labour etc complete SI no 284

P/L of MS work in slab as reinforcement including all material TNP etc complete SI No 504

P/L of information road signboard at site including all mateirla labour etc complete

Less 1% Labour Cess

Less 5% Department