Kasba Kasganj ke ward No 23 gali Chhapatti main Dr Kavara ki dukan se Anil bhatta walon ke makan tak CC sadak nail nirman karya

Dismentling of cement concrete or brick or granolithic floors including base concrete stacking of dismentlied material as directed by engineer -in-charge within 60mtr (200 feet)s.i-697

Disposal of surplus material from site upto 30.km lead

consolidation of 22.4-53mm gauge stone ballast 10cm thick loose coat including repairing of patches picking up to old surface spreding ballast making medhies to retain water and carriage of water in comp.position

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)

cc in (1:5:10) mortor with 40mm gauge stone ballast c/sand and cement in foundation in comp.position (s.i-274

Steel reinforcement for RCC wok including, straighting, cutting, bending, placing in poition and binding all complete upto plinth levele cold twisted bars

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

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