Widening and Strengthening work for two lane of remaining portion of Bah Udi Road (MDR) in Km-13 to 21, 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 of graded stone aggregate (Stabilized WMM / ETA) after mixing with water at OMC in mechanical mix plant carries of mixed material by tipper to site, laying with 1% OPC cement and 3.5% Emulsion in uniform single layer sub-base/base grade and compacting with road roller to achieve the desired density 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 applying tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.30 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, cess, cartage for proper completion of work as per direction of Engineer-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 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)

Widening of Culverts 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 including cost of all materials, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges. as per SI No.251

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 of culvert as per SI no.275

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 as per approved drawing of culvert as per SI No.307

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 of culvert as per SOR Ch. 5 S No. 11

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 of culvert as per MORTH 14.2/1600

Flush pointing with cement and fine sand of 1.25 fineness modulus mortar on stone work in proportion of 1:2 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 of culvert as per SI No.578

Providing and laying Cement Concrete 1:2:4(1 cement :2sand : 4 20 mm nominal size grit) including supply of all materials, labour and T&P etc. required for proper completion of work and curing complete, also including cost of formwork in foundation and floors as per SI no.279(b)

Filling brickbats as filler material between roadcrust and abutment including cost of all materials, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges and as per approved drawing of culvert.

Providing and laying of weephole in brick massonary in abutment and wing wall with 100mm dia PVC pipe extending through the full width of the structuer of 5 RM length with slope of 1v:20 H toward drawing force complete as per drawing and technical specification (MORTH &H-13.8/2706&2200) 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 of culvert.

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 including cost of all materials, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges and as per approved drawing of culvert.

Lettering and painting of culvert no. plate 30x30cm of standard size with 2 coats of approved synthetic enamel paint and lettering as per PWD Maintenance manual cost of all materials, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges and as per approved drawing of culvert.

M/S A.V CONSTRUCTION

M/S SHREE RAM CONSTRUCTION

SAMRIDDHI NIRMAN PVT. LTD.

M/s Akash Deep Construction Compnay

shree ram stone supliers