REPAIR TO HARDSTANDING SIDE BERNS KERB STONES AND MISC WORKS AT AF STATION SURATGARH

Amount

BOQ (REPAIR TO HARSTANDING, INTERLOCKING PATH AND SIDE BERMS NEAR BISON PARK AND GATE NO 1 AT AF STATION SURATGARH )

Demolition of bricks (laid flat or on edge) or brick tiles in floors, channels, kerbs, aprons, etc. (each layer), laid dry or laid dry and pointed, complete all as specified and directed by Engineer-in-Charge.

Bricks laid on edge, using sub class ‘B’ bricks old size, grouted in cement mortar 1:6 and pointed cement mortar 1:3 as in flooring laid to herring - bone pattern or diagonally including necessary surface dressing in any type of soil complete all as specified and directed by Engineer-in-Charge.

Demolition of cement concrete (unreinforced) in ground floors and paving not exc. 15 cm thickness (below or above ground level), including removal of rubbish in low lying area, complete all as specified and directed by the Engineer in Charge.

Plain cement concrete (1:4:8), type D-2 using 40 mm graded mechanically crushed stone aggregates as in foundations, filling and mass concrete, complete all as specified and directed by the Engineer-in-Charge.

M&L for coloured designer Chequereed cement concrete tiles 300x300x25mm thick, set, jointed and pointed in neat cement slurry in floors with grey cement and pigments complete all as specified and as directed by the Engineer in Charge.

M&L for 20 mm thick screed bed or bedding layer of mortar CM 1:6 for laying floor finishes, complete all as specified and directed by the Engineer in Charge.

Demolition of stone slab & tiles of any description or thickness in floors, aprons etc laid bedded and pointed in any mortar ,complete all as specified and as directed by Engineer-in-Charge.

Factory made machine pressed precast concrete interlocking paver block any shape or size conforming to IS 15658 of 60 mm thickness M-35 grade with grey cement and pigment complete all as specified and directed by the Engineer-in-Charge.

Factory made machine pressed precast concrete interlocking paver block any shape or size conforming to IS 15658 of 80 mm thickness M-40 grade with grey cement and pigment complete all as specified and directed by the Engineer-in-Charge.

M&L laying dry fine graded sand spread levelled as sper design over DLC surface and filling the joints upto full depth complete all as specified and directed by the Engineer in Charge.

M&L for continuous brick edging with width equal to the depth of the brick, of whole sub class 'B' bricks laid dry on end vertically complete all as specified and directed by the Engineer in Charge.

M&L moorum/red bajri filling in floors or pavving, laid in layers not exc 15cm thick, spread, levelled and blinded with earth and rammed including watering complete all as specfied and directedd by the Engineer-in-charge

Demolition of cement concrete pavement surface of any description and in any position not otherwise specifically provided for , complete all as specified and directed by the Engineer in Charge.

Providing 400 micron polythene film as per IS-2508 laid over sand layer including all necessary cutting overlaps not less than 300mm and wastage complete all as specied and directed by Engineer-in-Charge. Note:- Sand layer measured and paid separatyely

M&L for pavement quality cement concrete work in pavement of flexural strenth 45kg/Sqm using minimum 400kg of cement/cum as per design mix including mixing of non circular polyester fibre @ 1kg/cum all as per design mix laid and finished by using fixed form work of steel of approved size shall be sued with prior approval of GE complete all as specified and directed by Engr-in-Charge. Note :- 1) Supply of polyester non-circular fibre as secondary reinforced shall be measured and paid separately 2) All joints shall be cut through machine only. 3) In the event of increase in cement content as per desing mix, nothing extra shall be admissible and quoted and belting shall be carried out strictly as per laidd down by manufactureer of slip form paver

Supply only non circular polyster fiber as secondary reinforcement with circumcircle diameter 30-35 micron design for melting point 240-260 degree celcius and having of 1:34 to 1:4 recron (recron 3s from reliance )@ 500gm/cum of concrete complete all as specified and directed

Contract Amount shall be derived after affecting the amount of Schedule of Credit in General Summary on serial page No 16 of tender documents.

M/S Shree Ram Enterprises

RAM CHANDER CONTRACTOR

H S BUILDERS

RATHORE ENTERPRISES

CAPITAL CONTRACTOR AND SUPPLIER

shubham enterprises