Up gradation of Circular road and improvement of exist at Batote by way of P laying of interlocking tiles at Patnitop

Amount

E/work in excavation by Mech means in trenches for foundation, drains, cable etc (not exceeding 1.5 mtr in width) and for shefts wells, cess pits and the like not exceeding 10 sqm on plan incl dressig of sides and remaining of bottoms lift upto 1.5 mtr incl getting out excavated earth and disposal of surplus excavated earth as directed with in a lead of 50 mtr in all kinds of soil:

P/laying spreading and compacting crushed and granular material mix with water in Mech wet mix plant of 75 tonne capacity carriage of mix material to site by tipper laying into uiform layer having compact thickness of 75 mm each with motor grades of adequate capacity in blades having hydraulic control suitable for adjustment base coarse on well prepared sub grade and compacting with vibratory roller 8 to 10 tone to achieve the desired density and laid in lines grade and cross section as approved by the engineer in charge as per MORTH specification (all inclusive)

P/laying in position cement conc of specified grade excl the c/o centring/shuttering. All work upto plinth lvel in 1:3:6 with 20mm n/size stone aggr.

Centering/shuttering incl stretting, propping etc and removal of form for foundation, footing, bases of columns etc for mass concrete.

P/laying factory made chamfered edge cement conc paver blocks in foot path, parks, lawns, drive ways on light traffic parking etc of required strength thickness and size/shape made by table vibratory method using PV mould, laid in required color and pattern over 80mm thick compacted bed of sand compacting and proper embedding laying of interlocking paver blocks into the sand bedding layer through vibratory compaction by using plate vibratory, filling the joints with sand and cutting of paver blocks as per required size and patterns, finishing and sweeping extra complete all as per directions of Enng-in- charge 80 mm thick cc paver block 0f m.30 grade with approved colour design and pattern

Berm dressing by way of p/laying watering and compacting in layer not exceeding 20mm thick bed material free of organic material mixed with corse aggr round nallah shingle, moorum, kankar maximum size aggr 75mm inl carriage from source to site of work incl all leads and lifts complete.

Labor engaged for cutting of road, filling of pits and surface dressing

Carriage of Material by M.T

a/ Sand as or lead 100 Km

b/Bazree or lead 32 Km

VIJAY KUMAR GUPTA CO

M/s Tanveer Ahmed Contractor

MOHD AZAM

M/s Mohd Firdoos Rather

JUGAL KISHORE

Nipun Sharma

MS ABDULLAH CONSTRUCTION COMPANY

MOHD RAFI SALARIA