Under District Sultanpur, Construction of Interlocking Road and covered RCC drain from front of Niranjan house to Chaman house in Lala Ka Purwa ward, Lot No 1

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

Earth work in excavation In foundation in ordinary soil. S.I. no 251

Dismentalling of brick on edge pavement including stacking of serviceable materials and disposal of unserviccable materials with in a lead of 50 meter as per directions of Engineer-in-charge.

Providing & laying plain cement concrete with cement, sand and 40 mm guage stone aggregate (1:5:10) DAR 4.1.10

Centering and shuttering including strutting, propping etc. and removal of formwork: foundations, footings, bases of columns, etc.

Centering and shuttering including strutting, propping etc. and removal of formwork: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

Centering and shuttering including strutting, propping etc. and removal of formwork:suspended floors, roofs, landings, balconiesand access platform.

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement-All work up to plinth level: 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)

Mild steel or iron in plain work shch as reinforced concrete work i/c cutting , bending for proper completion of the work . SI No. 504

Brick work in 1:4 cement and coarse sand mortar in foundation upto plinth as per DAR 6.1.1

12 mm cement plaster of mix: 1:4 (1 cement: 4 coarse sand)

Providing Laying of 40 mm thick CC (1:2:4) with cemet, csand and stone grit As per SOR Ch.5 Si No DAR 4.10

Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm thick Zig Zag Interlocking AS per ch No 17 SI 16

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