R/M of Link Road Baheri Nadeli Road se Sakras tak under Mandi Samiti Baheri

Excavation in foundation in ordinary soil I/C lift upto 1.50 M & lead upto 30 M I/C filling, watering & ramming of excavated earth into the tranches or into the plinth and removal of surplus earth as directed by engineer in charge.S.I. no.251

Concrete with 4 cm.(1/1/2")Gauge brick ballast fine sand of 1.25 FM and cement in proportion of 12:6:1 in foundation and under floors, including supply of all materials, labour and tools & plants. Royalty etc. required for the proper completion of the work. S.I. No.273

First class Brick work in 1:4 cement and coarse sand mortar in Foundation & Plinth including supply of all materials, Labour and T&P etc. required for proper completion of the work.S.I. no.305

Cement concrete with 2 cm gauge grit approved stone ballast, approved coarsesand and cement in the proportion of 4:2:1 including supply of all materials, Labour and T&P etc. required for proper completion of the work.(S.I. No. 279i)

12 mm thick plaster with cement and approved coarse sand in 1:4 including supply of all materials, labour and T&P etc. required for proper complection of the work (S.I. No. 584 i)+Diff.

P/L of factory made 80 mm thick interlocking cement concrete tiles(30mpa) including 25 mm thick compacted bed of fine sand compacting and proper embedding/laying of interlocking tiles leveling and dressing of surface to requried level and slope filling joints with fine sand supply and all material labour T&P etc. all complete.(New Item-1)

Providing & laying spreading and compacting stone aggregates of specifice size 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 appling and brooming crushable screening to fill-up the interstice of coarse aggregate watering and compacting to the required density Grading 2 as per Technical specification Clause 405 Mord Book Page No. 4-18

Providing & laying spreading and compacting stone aggregates of specifice size 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 appling and brooming crushable screening to fill-up the interstice of coarse aggregate watering and compacting to the required density Grading 3 as per Technical specification Clause 405 Mord Book Page No. 4-18

Earth work in cutting or in embankment in ordinary soil excavation to be in the regular pits not exceeding 0.50 M in depth and earth work in embankment to be in 20 cm thick layers including ramming and dressing the surface to required levels and slopes and also including 1.5 mt. lift & 30.0 M lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30.00 M distance as directed by the (Excluding Royalty) E.I. S.I. No. 253.

Providing and fixing of Recto reflective steel sign board as per drawing design including writing of details as specified by Engineer in charge. including supply of all materials, labour T&P, cartage upto site complete in all respect required for proper completion of the work and as per direction of E/I.