Widening and Strengthening of Chaukiya ara Road ODR

Amount

Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (Cartage Earth upto 1 Km)

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. Compaction Only

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 front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401

Scarifiying existing bituminos surface by machanical means disposal of scarified material within all lifts and leads up to 100m.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Providing and applying primer coat with SS-2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means.

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder(VG-30) @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects

Construction of subgrade and earthen shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement to Table 300-2 (without lead). (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST)

Cement concrete with 4cm. gauge approved stone ballast, approve coarse sand and cement in the proportion of 4:2:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. As per SOR 279 (Drain work, Hume pipe Culvert, 3X6 mtr. span culvert)

RCC Grade M20 Plain/Reinforeced Cement Concrete in open Foundaion complete as per Drawing and Technical Specification. (Including all materials, T&P Lbour cess etc but excluding Gst.)

Supply fitting and placing HYSD bar reinforcement in super sturcture complete as per drasing and Techincal specifications. (Including all materials, T&P Lbour cess etc but excluding Gst.)

M-150 brick work in 1:4 cement and sand of 1.25 fineness modulous mortar in foundation and plinth including supply of all material, labour and tools and plants. ect. required for proper completion of work. (Hume pipe Culvert, 3X6 mtr. Span culvert)

Supply Laying & fixing of 350 mm dia N.P.-3 Hume Pipe Medium duty conform to IS 458 : 2003 including collars/Spigot Jointed with including Testing of Joints

Supply Laying & fixing of 600 mm dia N.P.-3 Hume Pipe Medium duty conform to IS 458 : 2003 including collars/Spigot Jointed with including Testing of Joints

Supply Laying & fixing of 900 mm dia N.P.-3 Hume Pipe Medium duty conform to IS 458 : 2003 including collars/Spigot Jointed with including Testing of Joints

UMA ASSOCIATES INFRATECH DEVELOPERS PVT LTD

J.P.ENTERPRISES

VIJAY KUMAR SINGH

MAGNIFIQUE INFRASOLUTIONS PVT LTD