WORK SERVICES FOR RUNWAY EDGE DRESSING MAINT OF TAXI TRACKS SHOULDERS AND LEVELLING OF RUNWAY UNDER GE AF TECH AREA AT AF STN AGRA

Amount

Providing machanical earth movers/ JCB of capacity 7.50 ton for levelling of existing ground, in technical area, complete all as specified and directed. Note :- Logbook containing details of date and time of operation of the JCB/ Earth movers, location shall be maintained and signed by Engineer-in-charge and contractor, JCB/Earth movers shall not be more than 5 years of vintage. The accounting of time of earth movers will be counted during working hours only in Tech Area. Contractor shall ensure that earth movers/ JCB operator is in possession of valid heavy vehicle driving license and documents of earth movers/ JCB shall be produced to Engineer-in-Charge for his perusal. Contractor shall employ one helper with JCB operator. Unit rates shall be deemed to be included for providing earth movers/ JCB, operator & Helper, charges Fuel etc and nothing extra shall be payable on this account.

M&L for Cutting of grass,shurbs,vegetation of any type & height with petrol operated grass cutter upto ground level and making the area neat & clean by removing/throwing the rubbish to a distance not less than 500 metres complete all as specified and directed. Note :- Contractor shall arrange to provide 02 to 04 Nos petrol operated Grass cutter as directed by Engr-in-Charge at a given time including fuel, operator, sweeper etc whenever required. The quoted unit rate shall be deemed included for this arrangement and nothing extra whatsoever shall be payable to the contractor on this account.

M&L for Cutting of grass, shurbs,vegetation of any type & height with jungal zim driven with tractor upto ground level and making the area neat & clean by removing/throwing the rubbish to a distance not less than 500 metres complete all as specified and directed. Note :-Contractor shall arrange to provide 02 to 04 Nos Tractor as directed by Engr-in-Charge at a given time including fuel, drivers, sweeper etc whenever required. The quoted unit rate shall be deemed included for this arrangement and nothing extra whatsoever shall be payable to the contractor on this account.

M&L for Cutting of grass, shurbs,vegetation of any type by manually digging and taking out unwanted plantation with roots with the help of fawda and cutting with the help of Talwar upto ground level and making the area neat & clean by removing/throwing the rubbish to a distance not less than 500 metres complete all as specified and directed by Engr in charge.

M&L for Surface dressing n. exc 30 cm deep & averaging 15cm deep and getting out in soft / loose soil complete all as specified and directed.

Removing excavated material (any type of soil), exc 50 meter but n. Exc 250 meter and spreading where directed at level n.exc 1.50 meter above the starting point complete all as specified and as directed.

M&L for racking out joints upto a depth of 25mm, saw cutting the vertical sides of joints for making edges of joints straight upto the possible extent by keeping maximum width of joint 10 to 20mm, cleaning all loose paticle/dust from the joints by using brushes, compressed air, blowers etc, fixing masking tape along either side of the joints, placing back up sheet 10 to 12 mm thick in position and filled with polyurethane based sealing compound (pitch free ) having 3 mm recess from top of joint after applying suitable primer as per manufacturer's instructions and removing masking tape, complete all as specified and directed at site by the engineer in charge.

-ditto- all as per item No 7 above but width of joint 20 to 25mm

-ditto- all as per item No 7 above but width of joint 26 to 35mm

M&L for chipping/cutting of cracked/broken edges of cement concrete pavement by cutting rectangular, section by diamond cutters, removing loose particle, unsound material and cleaning the surface by the air compressor and removal of demolished materials/debris to a distance out side AF Station and applying one tack coat of primer of epoxy and filling the pits with epoxy mortar at an interval of 30 to 45 minutes consisting of the following ratio/ composition complete all as specified or as per manufacturers instruction :- (a) Epoxy resin primer :- (i) Epoxy resin (Araldite) Gy-250 : 100 Part each by weight. (ii) Aradur 140 : 50 part each by weight. (b) Epoxy mortar :- (i) Aradur 140 : 50 part each by weight. (ii) Araldite of Gy 250 : 100 part each by weight. (ii) Silica sand M-12 grade : 600 part each by weight.

R K SINGH AND CO

M/S SINGH ELECTRIC CO

Abhi Construction

SUBASH MAHAJAN