PWD Road (SH54) - Amastala

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by manual means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300 2 and clause 305 of MoSRTandH Specifications for Road and Bridge works 4th Revision and as per the direction of engineer in charge.

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement as per MORD technical Specification Clause 301 and direction of the Engineer in Charge excluding cost of excavation and transportation to site .

Construction of Un reinforced,plain cement concrete pavement M 30 grade over a prepared sub base with 43 grade using brande cement at the rate 350 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, spread, compacted finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, finishing to lines and grages as per drawing and as per Clause 602 of MoSRTandH specifications for Road and Bridge Works and as per as per specification and direction of the Engineer in Charge.

Earth work in excavation of foundation and plinth in hard soil including levelling the bed etc complete as per the direction of Engineer in charge.

Excavation for roadwork 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 of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m

Providing and filling manually with selected sand in layers not exceeding 200mm thick including watering and compacting with all leads and lifts etc. For finished item of work as per Specification.

Unit cost of NP3 hume pipes including cost of labour for laying hume pipes 900 mm dia. and as per the direction of Engineer in charge. HPC 600 mm Dia

Unit cost of NP3 hume pipes including cost of labour for laying hume pipes 900 mm dia. and as per the direction of Engineer in charge. HPC 1000 mm Dia

Cement concrete of M 150 having maximum compressive strength of 150 kg. cm2 test to be conducted on 150 mm. cubes tested at 28 days including curing tests conducted in accordance with IS 456 and IS 516 and conforming to clause 302 of IRC 21 1987 using clean crusher broken hard granite coarse aggregate of 40 mm. size down grade of approved quality to be protested in the laboratory obtained from approved quarry the proportion mix, grading conforming to relevant ISI IRC codes pre approved including arranging of reinforcement as per approved drawing including hoisting, lowering concrete in layers not exceeding 150 mm. thick each compacting with vibrator watering and curing for 28 days centering shuttering and finishing the exposed surface smooth providing grooves and beads where necessary including cost, conveyance royality and taxes of all labour machineries etc. required for the work complete in all respects including dismantling the centering and shuttering as per specification and direction of Engineer in Charge. Foundation

Cement concrete of M 150 having maximum compressive strength of 150 kg. cm2 test to be conducted on 150 mm. cubes tested at 28 days including curing tests conducted in accordance with IS 456 and IS 516 and conforming to clause 302 of IRC 21 1987 using clean crusher broken hard granite coarse aggregate of 40 mm. size down grade of approved quality to be protested in the laboratory obtained from approved quarry the proportion mix, grading conforming to relevant ISI IRC codes pre approved including arranging of reinforcement as per approved drawing including hoisting, lowering concrete in layers not exceeding 150 mm. thick each compacting with vibrator watering and curing for 28 days centering shuttering and finishing the exposed surface smooth providing grooves and beads where necessary including cost, conveyance royality and taxes of all labour machineries etc. required for the work complete in all respects including dismantling the centering and shuttering as per specification and direction of Engineer in Charge. Upto Bed Level