Construction of Rural road from Costi culvert to Corangini village via chowgule colony ID No 66279 in VP Kalay in Sanvordem Costituency of Sanguem Taluka

Construction of embankement with approved material obtained from borrowpits with all lifts and leads transporting to site spreading grading to required slope and compacting with Static roller to meet requirement of Table 300-2 as per MORTH specification 305

Supplying of laterite stone soling of size 150-200 mm size and murrum having P. I. Value not more than 6 and laying including packing with smaller stones and consolidation with power road roller including spreading watering and consolidation of binding material etc.(M easurements shall be considered on finished item)

Providing laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness hand packing rolling with 3-wheeled steel /vibratory roller 8-10 tonnes in stages to proper grade and camber applying and brooming requisite type of screening/bi nding materials to fill-up the interstices of coarse aggregate watering and compacting to the required density.as per MORTH Specification 404;By Manual Means;Grade - II

Providing and laying 50mm (con solidated thickness)full grout using granitic or basaltic stone of specified grading at 6.00 cu.m. per 100 sq.m. grouting with hot bitumen straight run bitumen(or with such bituminous material of grade and type as specified by the Engineer-in -Charge)at 5.0kg. per sq. m. binding with key aggregate of granitic or basaltic stone of specified grading at 1.5 cu.m. per 100 sq.m. including Providing and laying seal coat sealing the voids in a bituminious surface laid with F.E loader with 1 Cu. m. bucket capacity to the specified levels grade and cross fall using Type A seal coat with 0.98 kg/sqm of bitumen of grade as per MoRT&H specifications clause 513.

Excavation for roadway in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers trimming bottom and side slopes in accordance with requirements on lines grades and cross sections and transporting to the embankement location within all lifts and lead upto 1000 m as per MORTH Specification 301.

Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.

Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering shuttering and finishing in:;All works upto plinth level

Centering and shuttering including struttings propping etc. and removal of formwork for :; Foundations footings bases for columns and mass concrete.

Raising side shoulders with hard murrum including spreading watering and co nsolidation;usi ng murrum from cut spoils

Steel work welded in built up section and framed work including cutting hoisting fixing in position for steel grating of size 2.00 m x 0.90 m with R.S. joists Tees angles flats and channels of TATA/ SAIL/ VIZAG make only with structural steel not less than 163.6 kg. per unit including applying priming coat of red lead paint and two or more coats with superior quality ready mixed paint for steel work of approved brand and Manufacture in all shades on new work to give an even shade as per the approved drawing and direction of the Engineer in-charge.