PROVN OF APPROACH PATH WITH PAVER BLOCK TO E/M

Amount

Demolition of brick work or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etc. but excluding ashlar facings, dressed stone work and precast concrete articles complete all as specified and directed by Engr-in-charge.

M&L for brickwork with fly ash bricks, straight or curved on plan exc. 6 m mean radius built in cm 1:6 complete all as specified and directed by Engr-in-charge.

M&L for rendering, 15 mm thick on brick work or concrete surfaces in cement mortar 1:4 on wall finished even and fair complete all as specified and directed by Engr-in-charge.

S&F mild steel TMT bars (Fe500D) 10mm dia and over,cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mmdia or securing with clip complete all as specified and directed by Engr-in-charge.

S&F 110 mm dia PVC SWR pipe, single socketed in any length with rubber ring joints fixed with clamps to floors complete all as specified and directed by Engr-in-charge.

Surface excavation N.exc. (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and directed by Engr-in-charge.

Removing excavated materials n.exc 50 m and depositing where directed at a level n.exc 1.5 m above the starting point complete all as specified and directed by Engr-in-charge.

M&L for precast cement concrete 1:2:4 type B1 using 20mm graded stone aggregate as in kerb stones size 300mm x 300mm x 100mm with plain fair faces, including chamfers, weathering, throating etc setting in CM 1:4 complete all as specified and directed by Engr-in-charge.

M&L for 100mm thick PCC (1:4:8) type D2 using 40mm graded stone aggregate as in sub base below floors complete all as specified and directed by Engr-in-charge.

S&F Chequered cement concrete tiles 20cm x 20cm x 25mm thick over and including 15 mm thick screed bedding in cement mortar 1:6, set and jointed in neat cement slurry in floors complete all as specified and directed by Engr-in-charge.

M&L Machined pressed precast concrete interlocking paver block glossy with grey cement and pigment, any shape and size confirming to IS 15658-2006 of 60mm thickness M-35 grade with over 50mm thick Fazilka sand cushion complete all as specified and directed by Engr-in-charge.

M&L Machined pressed precast concrete interlocking paver block glossy with grey cement and pigment, any shape and size confirming to IS 15658-2006 of 80mm thickness M-40 grade with over 50mm thick Fazilka sand cushion all as specified and directed.

M&L for hard core of broken stone or boulders of gauge not exc 63mm deposited, spread & levelled in layers not exc 15cm thick, including watering and ramming to a true surface complete all as specified and directed by Engineer-in-Charge.

M&L for filleting in any position and to any shape in cement mortar 1:4 including all mitres, stops, etc section of fillet n.exc. 25 sq. cm complete all as specified and directed by Engr-in-charge.

M&L preparation of concrete or plaster surfaces of any description over 10 cm girth or width, not otherwise described and applying one coat of synthetic enamel paint over one of priming paints plaster coat all as specified and directed.

Note:- The contract sum shall be calculated by deducting the amount shown in Credit Schedule attached to this tender, from total amount of Schedule 'A'/BOQ

ram rattan dass aggarwal

J K ENGINEERS

SHIVA CONSTRUCTION COMPANY

GOYAL ENTERPRISES

PAREEK AND COMPANY

AJAY CONSTRUCTION COMPANY

Ganganagar Enterprises

Dashmesh Construction Company