Nigam Nidhi Construction of Naala At Ghoshipura Ward 02. Zone 07. File No. 161/26X3/6.

In or under water and/or liquid mud, including pumping out water as required.(All water that may acCumulate in excavations during the progress of the work from seepage, (not due to the negligence of the contractor), shall be bailed, pumped out or otherwise removed. The contractor shall take adequate measures for bailing and/or pumping out water from excavations and/or pumping out water from excavations and construct diversion channels, bunds, sumps, etc) 20% extra of the rate of each item. The extra percentage in rate is applicable, to quantities of ,work excuted,in difficult condition.)

Transportation By Mechanical means including loading, unloading and stacking where ever necessary. 5km or Part thereof Manure or sludge

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 : Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate

Centering and shuttering including strutting, propping etc.and removal of form for : Foundations, footings, bases of columns, etc. For mass concrete.

Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc

Suspended floors, roofs, landings, balconies and access platform.

Providing and fixing up to floor Two level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc. including hoisting and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), cost of required centering, shuttering and finishing smooth with 6mm thick cement plaster 1:3 (1 Cement : 3 fine sand) on exposed surfaces complete. Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding upto floor level including cost of binding wire, wastage and over laps upto 12mm horizontal/ inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP :34) etc. complete. Thermo-Mechanically Treated bars. (Fe 500 D or more)

Providing, laying and jointing non-pressure (NP4) RCC socket & spigot pipes with rubber gasket joint including testing of joints. 600mm dia

Providing, laying and jointing non-pressure (NP4) RCC socket & spigot pipes with rubber gasket joint including testing of joints. 900mm dia