Const. of culvert of Nala in vill. Nitavali, G.P. Bamtapur, Tehsil Karhal, Block Barnahal.

Banking excavated earth by mechanical / manual means in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and roiling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc, lead upto 50 m and for all lift: All kinds of soil. DSR 2.3.1.

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1.

1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). 4.1.8

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR 6.1.2)

Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform DSR 5.9.3.

Mild steel or Iron work in plain work such as reinforced concrete or rinforced brick work ( when not included in and an over all rates) brought to required shape as necessary including bending for proper completion of the work and including the suplly of steel and its wastage Bend. hooks and authorized over lapping shell be muasured upto floor to level. DSR 5.22.6

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources). DSR 5.3.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). DSR 4.1.2.

Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement: 3 fine sand) : Flush / Ruled/ Struck or weathered pointing. DSR 13.31.1.

Supply & fixing of 75 mm dia PVC pipe for weep wholes i/c all material T&P,labour required for completion of work. DSR 12.41.1

Distempering with 1st quality acralic Distemper having VOC contant less than 50gm./ltr. two or more coat over and including prime coat with cement primer. DSR 13.41.1

S/F sing boad marbal stone etc all complet.

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