Constructions of Drains, Lanes, Protection Bunds and Tile Paths at Different Places of MC Langate

Drains/P-Bund/CC Path/Tile path

Earth work in excavation by mechanical means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts,wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil.

Providing and Laying of dry stone Soling hand packed tightly in foundation trenches and backfilling incl. all carriage, head load, leads and lifts complete job.

Providing and laying in position cement concrete of 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 20 mm nominal size) specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with. including head load all carriages complete job.

Providing and laying in position cement concrete of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: including head load all carriages complete job.

Providing and laying 50mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machinewith strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thickcompacted bed of fine sand, filling the joints with coarse sand etc. all complete as per direction of Engineer-in-charge. Incl. all carriages complete job.

Centering and shuttering including strutting, propping etc and removal of form work. Edges of slabs and breaks in floors and walls: Under 20 cm wide (incl. all carriages)

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature .jointed with cement mortar 1:3 (1 cement: 3 coarse sand) including making joints with or without grooves (thickness of the joints except at sharp curve shall not to be more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). Incl. all carriages complete job.

Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing Incl haulage of material etc . All carriages complete job.

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: nominal 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size). Incl all carriages complete job.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. Incl. all carriages complete job.

Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete (incl. all carriages)

Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platforms (incl. all carriages)

Centering and shuttering including strutting, propping etc. and removal of form for Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc (incl. all carriages).

Providing and fixing of 75mm dia A grade pvc pipes in weeps holes for return wall complete job.

Supply and filling of nallah muck incl ramming, dressing, watering and consolidation with PRR and carriage of material by mechanical means, transport from source to site of work complete job.

Road Work

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil:

Providing and laying of Quarry muck filling with More than 60% of boulders ranging 90-45 mm size Including spreading watering and consolidation With vibratory roller in 20 cm layers including all Involved carriages from source to site of work Complete job.

Supply and stacking of crushed graded stone agg. At site of size range 63-45 [email protected]/10sqm Screening of 13.2 mm size @0.13cum/10sqm and Binding [email protected]/10sqm and subseqtly Laying base course of WBM layer 75 mm thick with Specified stone aggregate stone screening and Binding material including spreading sorting watering and consolidation with PRR of 8 to 10 tonne capacity to the required gradient including all carriage involved of materials from source to site of work complete Job.

Providing and laying of RCC Spun Pipes in positionIncluding excavation in all kinds of soil providing sufficient Earth cushioning at top including carriage of pipes complete job

1000 mm dia double Row

700 mm dia double Row

450 mm dia double Row

300 mm dia double Row

Providing and laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes ,conforming to IS : 8329, (200 mm dia Ductile Iron Class K - 7 Pipes (5mm thick). Incl all carriages complete job.