Widening and strengthening work for two lane of Agra Bah Kachora Ghat Road Km-81 to Jaitpurkalan Nandgawan Pinahat Tasod (Rajsthan Border) Road in Ch.- 0.000 to 39.050 in Distt. Agra

Amount

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 1000 m including cost of all materials, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges. MoRTH Standard Data book S.No. 3.6 (501)

Construction of embankment with approved material obtained from right of way with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 including cost of all materials, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges. MoRTH Standard Data book S.No. 3.16 (305)

Construction of Granular Sub-Base by providing coarse graded material, spreading in uniform layers with motor 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 clauses 401 including cost of all materials from approved quarry, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges. MoRTH Standard Data book S.No. 4.2 (401)

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carries of mixed material by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of all materials, T&P, labour, cartage for proper completion of work as per direction of Engineer-in-Charges.

Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per MoRTH specification 5th revision clause No. 502 including cost of all materials, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges.

Providing and applying tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per MoRTH specification 5th revision clause No. 503 including cost of all materials, T&P, labour, cartage for proper completion of work as per direction of Enginee-in-Charges.

Providing and laying Dense Graded Bituminous Macadam (DBM) Grading-II with 100-120 TPH HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 4.50% by weight of total mix and filler, transporting the hot mix to work site laying with a hydrostatic paver finisher mechanical control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification 5th revision clause No. 505 complete in all respects including cost of all materials from approved quarry, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges.

Providing and laying bituminous concrete (Grading-II) with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.40% by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification 5th revision clause No. 509 complete in all respects including cost of all materials from approved quarry, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges.

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, 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 including cost of all materials, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges.

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement (OPC) 400 kg per cum as per mix design, 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, admixtures as approved, curing compound, finishing to lines and grades as per drawing including cost of all materials, T&P, labour, cartage for proper completion of work as per direction of Engineer-in-Charges. MoRTH Standard Data book S.No. 6.2 (602)

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 including cost of all materials, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges MoRTH Standard Data book S.No. 6.1 (601) (Local Earth)

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 including cost of all materials, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges MoRTH Standard Data book S.No. 6.1 (601) (carted upto 2km)

Construction of HP Culvert and U-Type Drain as per approved drawings

Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer In-charge upto a distance of 30m from the foundation trenches.

Ruled Pointing on brick work on eadge floor with cement mortar 1:2 (1cement :2 coarse sand) including cost of all materials from approved quarry, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges and as per approved drawing.

Supply & Laying of .1000mm dia NP-3 HP and their cartage etc including cost of all materials from approved quarry, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges and as per approved drawing.

Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge.( over H.P. for Cusion.)

Colour washing with lime on undecorated wall surfaces (two coat) over & including a primary coat of white washing to give an even shade after thoroughly brooming the surface to remove all dirt, dust mortar drop and other foreign matter.

Providing and laying cement concrete in 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work in Foundation and floors including cost of all materials from approved quarry, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges and as per approved drawing.

Class 150 brick work in 1:3 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P required for proper completion of work including cost of all materials from approved quarry, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges and approved drawings.

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 25 mm thick with 20 mm nominal size stone aggregate including cost of all materials from approved quarry, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges and as per approved drawing.

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate including cost of all materials from approved quarry, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges and as per approved drawing.

12mm Cement plaster with cement mortar in proportion of 1:3 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angles chamfers, and rounded angles not exceeding 80mm. In girth and finished even and smooth including cost of all materials from approved quarry, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges and as per approved drawing.

RCC work Providing and laying in position specified grade of reinforced cement concrete, Slab including the cost of centering, shuttering, finishing and excluding reinforcement - Above plinth level upto fifth floor level : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone including cost of all materials from approved quarry, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges and as per approved drawing.

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications including cost of all materials from approved quarry, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges and as per approved drawing.

M/S PRABHU CONSTRUCTIONS

M/s Kaiser Construction Engineers and Contractor

M/s R And C Infraengineers Private Limited

SHYAMA CONSTRUCTION