Providing Concrete Approach Road from Main Road to both the Weigh Bridge including approach to level crossing at Jarangdih Railway Siding under AKK OCP of BnK Area

Amount

PART-A ( PQC Road) : Loosening of the ground upto a level of 500 mm below the sub-grade level watered graded and compacted in layers to meet requirement of table 300-2 for sub-grade construction. Case-I Compacting original ground supporting sub-grade

Construction of granular sub-base by providing coarse graded materials spreading in uniform layers with motors grader on prepared surface mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density complete as per clause 401. rate per cum for grading-II materials

Construction of dry lean cement concrete sub-base over a prepared sub-grade with coarse and fine aggregate confirming to : 383, the size of coarse aggregate not exceeding 25mm aggregate cement ratio not to exceed 15:1 aggregate gradation after blending to be as per table 600-1 cement content not be less than 150 kg cum option moisture content to be determined during trial length contruction concrete strength not to be less than 10 mpa at 7 days mixed in a batching plant transported to site laid with a paver with electronic sensor compacting with 8-10 tonnes vibratory roller finishing and curing

Construction of un-reinforced dowel jointed plain cemnt concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum coarse and fine aggregator confirming to IS 383 maximum size of coarse aggregate not exceeding 25mm 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 continuos operation inlcuding provision of contraction expansion construction and longitudinal joints joint filler separation membrane sealant primer joint sealant debonding strip dowel bar tie rod admixtures as approved curing compound finishing to lines and grades as per dwaring

Excavtaion for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity inlcuding cutting and loading in tippers triming bottom and side slopes, in accordance with requirement of lines grade and cross sections and transporting to the embankment location wihtin all lifts and lead upto 1000m (including Royalty @ Rs. 24.00 per cum but excluding watering rolling & compaction

Construction of sub-grade and earthen shoulders with approved materials obtained from borrow pits with all lifts & leads transporting to site spreading grading to required slope and compacted to meet requirement of table No. 300-2

PART- B ( Drain) : Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas in foundation trenches or drains (not exceeding 1.5 m in width as well as 10 sqm on plan) including dressing of sides and repaining of bottoms, lift up upto 1.5m, including getting out the excavated soil and disposed of surplus excavated soil as directed, wihtin a lead of 50m. All kinds of soil

Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 fine sand : 6 graded stone aggregate 20 mm nominal size)

Providing and laying in position specified grade of reinforcement cement concrete excluding the cost of entering shuttering finishing and reinforcement. - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

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

Centering and shuttering including strutting, propping etc. and removal of form for: Foundation, footing bases of coloums. Etc. for mass concrete.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

Providing hoisting and fixing up to floor five level precast reinforced cement concrete work in string course bands copings bed plates, anchor blocks, plain window sills and the like including the cost of required centering, shuttering, but excluding cost coarse reinforcement with 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).

PART : C ( Rain Water Catcher) : Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas in foundation trenches or drains (not exceeding 1.5 m in width as well as 10 sqm on plan) including dressing of sides and repaining of bottoms, lift up upto 1.5m, including getting out the excavated soil and disposed of surplus excavated soil as directed, wihtin a lead of 50m. All kinds of soil

Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 fine sand : 6 graded stone aggregate 20 mm nominal size)

Providing and laying in position specified grade of reinforcement cement concrete excluding the cost of entering shuttering finishing and reinforcement. - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

Centering and shuttering including strutting, propping etc. and removal of form for: Foundation, footing bases of coloums. Etc. for mass concrete.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

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

Structural steel work riverted, bolted or welded in built up section truses and framed work including cutting hoisting fixing in position and applying a priming coat of approved steel primer all complete.

Painting with synthetic enamel paint of approval brand and manufacture to given an even shade.Two or more coats on new work.

Total impact of GST for the purpose of CTC

AASHI ENGINEERING AND CONSTRUCTION PRIVATE LIMITED

M/s K S Construction