Improvement work of road and drain from ITI Tiraha to Pahadi Gali Rajapurwa slum and laying of RCC Hume pipe for drainage of contaminated water from Rajapurwa slum pond to Kishan Bharti house.in Ward 64 under Zone 06

Dismentalling of B.O.E. soiling/Inter locking tile including Stacking of servicable material and disposal of unservicable material within a lead of 50m as per direction of EI/C (Labour only).

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), excavated soil and disposal of surplus excavated soil directed, within a lead of 50 m including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the All kinds of soil.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:6:12 (1 Cement: 6 Coarse sand (zone-III): 12 graded Brick aggregate 40 mm nominal size).

Brick work with common burnt clay (non modular) bricks of class-150 in fondation and plinth in: Cement motar 1:4 (1 cement: 4 coarse sand)

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

providing and laying RCC np3(socket Hume pipe) 600 mm dia fixing with 1:2 cement mortar etc all complete..

filling in foundation trenches as per drawing and technical specification clause 305. 3.9 Local sand etc all comlete...

Constructing brick masonry manhole in cement mortar 1:4 (1 cement: 4 coarse sand) with 1:2:4 mix (1 cement: 2 coarse sand: 4 graded stone aggrgate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size), inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) fisnhed with a floating coat of neat cement com. As ner standard design. (a) inside size1200*1200 mm and 1000 mm deep including C,I,, cover frame

Construction of granular sub base (GSB) by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavaton at OMC and compacting with vibratory roller to achieve the desired density, Complete as per MORT & H clause 402

Providing and laying of interlocking concrete Block pavrment having thickness 80 mm as per drawings and tenchnical specification clause 1504. (Exclusive G.S.B.)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - 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).

close timbering in trenches including sturting shoring and packing cavities (wherever reqiured) complete (measurement to be takan of the face area timbered) depth not exceeding 1.5 m but not exceeding 3 m