Construction of building for sitting of litigants and lawyers in Tehsil Charkhari premises and construction of interlocking work in front of the building

Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches.

Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.

Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors.

Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work.

Concrete of M20 grade with1:1.5:3

Concrete of M20 grade with1:1.5:3

Foundations, footings, bases of columns, etc. for mass concrete

Suspended floors,roofs,landings,balconies and access platform with waterproof ply 12mm thick

Lintels, beams, plinth beams, girders, bressumers and cantilevers

Columns, Pillars, Piers, Abutments, Posts and Struts

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)

Cement mortar 1:6 (1 cement : 6 coarse sand)

Cement mortar 1:4 (1 cement :4 coarse sand)

Thermo-Mechanically Treated bars of grade Fe-500D or more.

Thermo-Mechanically Treated bars of grade Fe-500D or more

Ground Floor

Ground Floor

Ground Floor

Size of Tile 600x600 mm

Size of Tile 600x600 mm

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.

Providing and fixing 1mm thick M S sheet door with frame of 40x40x6mm angle iron and 3mm M S gusset plates at the junctions and corners all necessary fittings complete,including applying a priming coat of approved steel primer.

Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.

Cost of Electrical Work

Earth work in Excavation in foundation in ordinary soil all comp. si no 251

Earth work in filling by cartage of earth from 1.00km by tractor tralley including ramming dressing and watering complete

Laying of stone dust in foundation including cost of material,labour, T&P complete..

Laying of PCC in 1:4:8 cement c sand and 40mm stone ballast including cost of material labour T&P etc SCH NO-281

M-150 brickwork in 1:4 cement and fine sand mortor including cost of material , labour, T&P complete SCH NO-305

P/L & compacting of 53-22.4mm granite stone ballast with screening material 0.19 Cu.m /Sq.m (6.7mm -70%, stone dust 30%7.50 cm compacted thickness in top coat by 3wheel 80-100 KN static roller /hand rammer including hire charges and fuel charges

Providing & Laying of Rubble Moulded Zig Zag Interlocking concrete block Pavments having thickneess 80 mm as per drawing and technical specification clause 1504 item nos-6.7-(1).

12mm. Thick plaster work in 1:4 brick work minimum thickness not less then 10mm. With cement and Fine sand of 1.25 F.m. Mortor.si no 584

COST OF SIGN BOARD AND PHOTOGRAPHY