Kasba kasganj ke ward 11 Mathura Bareilly road State Bank wali gali main Padam Agrawal ke makan ka Rajkumar ke makan tak CC sadak Nali nirman kary

Dismentling of BOE soling/Inter locking tiles old including stacking of serviceable material and disposal of unsericeable materials within a lead of 50 m as per direction of EI/C (s.i-new item)

contruction og granular sub-base by providing c/graded material spreeding in uniform layers with motor grrader on prepard surface ,mixing by mix in place method with rotavator at OMC and compacting density complete as per clause 401

M-150 brick work in (1:4) mortar with cement and f/sand in drain in comp.position (s.i-6.1.1)

12 mm thick plaster in( mortar with :4)cement and f/sand on brick work in comp position (s.i-13.4.1)

Reinforcement and its bending but excluding its fixing and bending centring and shuttering including all material labour tools etcin comp position DSR

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinthand string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up 6 to floor five level, including cost of centering, shuttering, finishing and reinforcement: 1:1.5:3 (1 cement 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources)

construction of un-reinforced plain cement concrete pavement thickness as per design, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M 30 (grade) (1:1.5:3) coarse and fine aggregates conforming to IS 383 maximun size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weight batcher using approved.mix design, laid in approved fixed side from work (steel channel laying and fixing of 125 micron thick plastic sheet, wedges steel plates including levelling the form work as per drawing) spreading the concrete with shovels, rakes compacted using needle, screed and plate vibrators and finished in continuous opration including provision of contraction and expansion construction joints applying debonding strips primer, sealant admixtures as approved curing concrete slabs for 14 days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501.

S/fixing sign board at site in comp.position

ADD 18.0% G.S.T.

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