CONSTRUCTION OF 02 X HARDSTANDING AREAS OF SIZE 130 X 40 MTR AND 150 X 40 MTR WITH ALLIED INFRA AT CAD PULGAON

Earth work in any kind of soil, excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, complete all as specified and directed.

Earth work in excavation by mechanical means in any kind of soil (Hydraulic excavator) means over areas (exceeding 1.5m but n exceeding 3.00m in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, complete all as specified and directed.

Earth work in Hard Rock where blasting prohibited, excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, complete all as specified and directed.

Earth work in Hard Rock where blasting prohibited, excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 1.5m but n exceeding 3.00m in depth, 1.5 m in width as well as 10 sqm on plan) exc 1.5 m and n.exc 3.0m ht including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, complete all as specified and directed.

M & L for Forming embankment including raising (or lowering) by using moorum (brought from outside MD Land), spreading in layer exc 30 cm th watering, ramming, rolling and consolidated with 8 to 10 tonne power roller to required size, shape etc complete all as specified and directed.

M &L for Forming embankment including raising (or lowering) by using Approved Earth (brought from Excavation ), spreading in layer exc 30 cm th watering, ramming, rolling and consolidated with 8 to 10 tonne power roller to required size, shape etc complete all as specified and directed.

M&L Laying and compacting 200 mm thick (compacted thickness) Granular Sub Base Course (GSB) grading as per Grade I/II as specified Table 400-1 of MoRTH specifications for Road and Bridge works, 2013 as per Design Mix, in a single layer over compacted subgrade with natural sand, crushed gravel, crushed stone, crushed slag or combination thereof as per the grading required The materials are mechanically mixed, spread and leveling on the subgrade by using motor grader of adequate capacity, and rolling with vibratory roller of capacity 80-1 00 KN static weight for achieving required compaction density of atleast 98% of the Maximum Dry Density, consolidating to required gradient and camber with finished surface tolerances as per Table 900-1 of MoRTH specifications for Road and Bridge works, 2013 complete all as specified and directed

M&L for Providing and Laying Dry lean Concrete (DLC) Design Mix concrete M10, 175 mm thick of aggregate gradation as per Table 1 of SP 49:2014 having 7 day average compressive strength not less than 7 MPa Minimum cement content not less than 140 Kg/Cum DLC mixed in Batching Plant, transported to site and laid by electronic sensor paver including spreading and compacting using high amplitude tamping bars of paver (initial compaction) further by double drum smooth wheeled vibratory rollers with 80-100 KN static weight to achieve minimum dry density not less than 98% of maximum Dry Density, necessary finishing etc and tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge work 2013 complete all as specified and directed

Supplying and laying 150 micron thick Polythene film, (Virgin Quality) water proof, wrinkle free without puncture as specified in the design with overlap between adjacent strips and at transverse joints as minimum 300mm. Note :- No additional amount to be paid for overlap of polythene film.