Regrading of existing B.T road surface with PQC from Convent junction Arch to H7 Jn. including drainage and cable duct in port area.

Clearing jungle including uprooting of rank vegetation, grass, brushwood, trees and saplings of girth upto 30cm measured at a height of 1m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. as required and as directed by the Engineer in Charge, Complete.

Surface dressing in soft/loose soil of the ground including removing vegetations and inequalities not exceeding 15 cm deep and disposal of rubbish lead upto 50 m and lift upto 1.5m, etc., as required and as directed by the Engineer in Charge, Complete.

Dismantling lime or cement concrete and removing the debris within a lead of 50 m complete and stacking the useful materials etc., as required and as directed by the Engineer in Charge, Complete.

Supplying of EX-200 Excavator at site of work for excavation / levelling and removing debris with fuel, operator charges, incidental charges, hire charges and transporting the equipment to the site of work etc., as required and as directed by the Engineer in Charge, Complete. All labour, equipment, fuel and spares etc., complete. (Payment will be made for number of hours worked at site only)

Removing C.C. Blocks in pavements carefully without damaging the blocks and reuse the same wherever necessary including removing the mortar joints around block and stacking them within a lead of 50 m. as required and as directed by the Engineer-in-charge complete.

Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam as per specification including premixing the material with water at OMC, mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layer with paver in sub base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density etc., as required and as directed by the Engineer-in-charge complete, All labour and material (Ref. page no 110 of SR NO.4.12/406 of Standard data book of MoRTH's specificatons for road and bridge works.)

Providing Dry Lean Cement concrete 1:3:6 nominal mix (using 220 kg. of cement per m3 of finished concrete) using 20 mm graded granite metal of approved quality as coarse aggregate and river sand as fine aggregate including mixing, depositing in position and spreading in layers, compaction with power roller, finishing, curing etc., as required and as directed by the Engineer-in-charge complete. All labour and materials (W/C ratio shall be finalized by trial rolling at field, well in advance).

Construction of un-reinforced, dowel jointed, plain cement pavement quality concrete (PQC) M-35 mix over a prepared sub base with apporved grade of cement @ 400 kg per cum, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, curing compound, admixture for workability, crystalline admixture for durability, finishing to lines and grades etc., as required and as directed by the Engineer-in-charge, complete. All labour & materials. (Ref.: Pg. No.212.214, Sr. No. 6.02/6.02 of standard data book of MoRTH'S specification for Road & Bridge Works) Second revision 2019.

Plain cement concrete 1:4:8 nominal mix (using 170 kg of cement per m3 of finished concrete) using 40 mm graded granite metal of approved quality as coarse aggregate and river sand as fine aggregate including mixing, depositing in position, tamping, finishing, curing etc., as required and as directed by the Engineer in Charge, Complete. All labour and materials.

R.C.C. M 30 mix for R.C.C. piles, water tank walls and similar types of works using 20mm graded granite metal of approved quality as coarse aggregate and river sand as fine aggregate including mixing, depositing in position, vibrating, finishing, curing, cost of super plasticizer etc., including necessary shuttering etc., as required and as directed by the Engineer in Charge, Complete. . All labour and materials, but excluding cost of reinforcement.