Laying of 200/300mm dai Sewar Line at Prymery School to Gurudwara and Pankaj Ghawari to Ajay Dairy Beri Bagh Sukkupura ward No 29

Dismentling of C.C Road including all required material T&P etc

Dismentling of Interloking tiles road Including all required material T&P etc

Excavation in foundation in ordinary soil (loam,clay or sand) including lift up to 1.50 m and lead upto 30 m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the side of foundation trenches or into the plinth and removel and disposal of surplus earth as directed by engineer-in charge upto a distance of 30 m from the foundation trenches .lncluding Labour T&P etc.( pwd sor ch-04, item no 251) As per direction by engineer in-charge

Supply of 200 mm Ø NP-3 ISI Mark spigotted and socket non pressure pipe as per IS:458 conforming to IS:6382 (As per up Jal Nigam SOR)

Laying and jointing of 200mm Ø RCC Np3 pipe including rubber ring and Alignment ,gradient up to depth in trench ( As per up Jal Nigam SOR)

Supply of 300 mm Ø NP-3 ISI Mark spigotted and socket non pressure pipe as per IS:458 conforming to IS:6382 (As per up Jal Nigam SOR)

Laying and jointing of 300mm Ø RCC Np3 pipe including rubber ring and Alignment ,gradient up to depth in trench ( As per up Jal Nigam SOR)

Concrete with 4cm gauge ,brick blast,fine sand, of 1.25 FM and cement in proportion of 1:6:12 including supply of material ,labour,tool and plant etc. (pwd sor ch-05 item no 273) As per direction by engineer in-charge

M-150 Class brick work 1:4 including all required material T&P etc.( pwd sor ch-06 item no 305)As per direction by engineer in-charge

12mm Thick Plaster work mix ratio 1:3 including all required material T&P etc. ( pwd sor ch-13 item no 584)