Zone-1 Chhatta, Ward No. 100 Nai Ki Mandi nala kanshkhar Haji Nashir se Anshar Bhai tak R.c.c. Nala.

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable materiar within 50 metres lead as per direction of Engineer-in-charge in cement mortar (CP-17 SI No. 5)

Providing of Nala Bandha with local sand bags unit etc. all complete. (None Scheduled)

Providing of 8HP diesel pump for dewatering of nala with pump, driver etc. all complete. (NS)

Removal of sludge, kankar, brick bats, organic or inorganic material in faul position or in liquid mud including lead 30m and 3.00 meter lift with specials T&P labour etc. all complete.

Disposal of Refuse Malva mixed soil up to 8km. distance loading & unloading etc. all Complete.

Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered).2.16.1 Depth not exceeding 1.5 m(DSR2021 2.16 )

Providing and laying cement concrete in 1:5:10 (1 Cement : 5 Coarse sand: 10 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. in Foundation and floors.(CP-5 SI No.1)

RCC work Providing and laying in position specified grade of in R.C.C. Raft foundation, including the cost of centering, shuttering, finishing and excluding reinforcement All work up to plinth level:1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 40 mm nominal size)

RCC work Providing and laying in position specified grade of reinforced cement concrete, including the cost of centering, shuttering, finishing and excluding reinforcement - All work up to plinth level: 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size) Ch-5 SI No- 5.1.2

R.c.c work with cement approved coarse sand and 2cm (3/4) gauge approved stone ballast in the proportion 1:2:4 in R.cc Slab supply of reinforcement and its bending butinculding its fixing and binding the same with 24 bwgi binding wire and including necessary oentering and shuttering etc. And also including supply of all materials labor and tools and plants etc. Required for proper completion of the work. Strength of the concrete shall not be less than M-150. (5-Chapter S.I. No.-284)