Sewer connection, drain cover and remains work of plot no. 1 to 11 type B and other plots of Highway City Extended Scheme

ROAD WORK

E/W in Cutting or in embankment in ordinary soil excavation to be done in form of regular pits not exceeding 1/2 m in depth and work embankment to be in 20cm layers including ramming and dressing the surface to required level and slopes and also including 1.5 m lift and 30m lead.

The earth from cutting to be used in making embankment or to be deposited as spoil banks with 1 Km Cartage as directed by the

Construction of granular sub-base by providing close graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavater at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause Morth 401.

Providing and laying of 80 mm. Thick C.C. pre rubber moulded Inter locking paver tiles including 40mm thick fine sand bed with over granular sub base (GSB) and compacted base of WMM but including c.c. work in side of interlocking tiles for proper slope and camber including cost of all material, labour, T&P etc. required for proper completion of work. (analysis rate)

Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by Engineer-In-Charge within a distance of 60 meters (200 feet).

Class -150 brick work 1:4 (1 cement :4 coarse sand ) in Foundation & Plinth including supply of all material, labour, T&P etc. required for proper completion of work .

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and 1:1.5:3 (1 cement: 1½ coarse sand (zone-III): 3 graded stone aggregate 20 all work up to plinth level

Centering and shuttering including strutting, propping etc. and removal of Suspended floors, roofs, landings, balconies and access platform (5.9.3)

Mild steel (Tor steel or plain) in plain work such as reinforced concrete or reinforced brick work (when not included in an overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply in all complete.

Supply,Laying ,Jointing ,testing and commissioning of ISI marked H.P.D.E. pipes (PE 80)as per IS:4984,including transportation upto the site, jointing by Butt welding, providing and fixing all fittings i.e. bends, tees, couplers, junctions tapers reducers, adopters, end caps, flanges with nut and bolts for fixing of appurtenances complete in all respects. The fittings shall have the pressure rating of 1.5 times of the pipe upto 160 mm dia pipe will be suppplied in coils only. The testing of pipe will have to be done at 1.5 times of the pipe rating for 2 hours. (The excavatin will be under seperate item ) ( Make : Relince/ Duraline/ Supreme/ Jain ) ( PN6)

Construction of 0.60 x0.60x1.50m internal size connecting chamber as per standard design and specification of KDA & including 15 cm thick cement concrete 1:4:8 base & channel, brick work 23 cm thick brick work thick in 1:4 cement & coarse sand mortar 12 mm thick cement plaster in 1:4 cement & coarse sand mortar & with neat cement finish including 18 mm square M.S bar foot rest embedded with 1:2:4 cement concrete at 23 cm centre to centre with including ferro cement seat and ferro cement cover floor with 1:2:4 cement concrete all complete as per of Engineer in charge of work (height will be measured from invert of pipe to bottom of the seat)

The earthwork in filling to be used in making embankment or to be deposited as spoil banks with 5 Km Cartage as directed by the (2.25(a)+2.25(c))

Engagement of JCB including driver

Engagement of tractor trolly including driver and poI