Widening and Strengthening of Barla Baseda Road (O.D.R.) (Ch. 14.300 to 21.300)

Amount

Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.

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 clause 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 carriage 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.

Scarifying the existing bituminous road surface and disposal of scarified material with in all lifts and lead upto 1000 metres.

Providing, laying, spreading and compacting graded stone aggregate (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying with 1% OPC Cement and 3.5% Emulsion in uniform single layer on sub- base/sub-grade and compacting with Road roller to achieve the desired density.

Providing and applying tack coat with Bitumen VG-10 using pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface.

Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5% 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 clause No. 507 complete in all respects.

Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.40 % of 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 clause No. 509 complete in all respects

Construction of embankment with approved material obtained from borrow pits with all lifts and 2 Km. leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

Excavation in foundation in ordinary soil (loam, clay or sand) including lift upto 1.50m 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 tenches or ino the plinth and removal and disposal of surplus earth as directed by the engineer in charge upto a disance of 30m fro the foundation trenches.(S.I. No. 251)

Cement Concrete with 4 cm gauge approved stone grit, coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.(SI.No.281)

M-150 brick work in 1:4 mortar of cement and coarse sand mortar in foundation and plinth including supply of all materials, labour, T&P etc. for proper completion of the work. (SI.No.306 A)

Cement concrete with 2cm gauge approved stone ballast, coarse sand and cement in the proportion of 4:2:1 including supply of all materials, labour, tools and plants etc. required for proper completion of the work. (SI.No.279(A))

12 mm thick plaster with cement and Coarse Sand Mortar in 1:4 over brick work minimum thickness not to be less than 10mm including supply of all materials, labour, T&P etc. required for proper completion of the work. (SI.No.584 A)

Providing and laying reinforced cement concrete pipe NP3 1000 mm Dia

Providing and laying reinforced cement concrete pipe NP3 For H.P. 600 mm Dia

Providing and laying reinforced cement concrete pipe NP3 For H.P. 350 mm Dia

Struck cement pointing with 1:2 cement and fine sand of 1.25 F.M. mortar with colouring including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.

R.C.C. Work with cement, approved coarse sand & 2 cm gauge approved stone grit in proportions of 1:2;4 in lintels of door & windows excluding supply of reinforcement and its bending, but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and supply of all materials, labour, Tools & plants etc. required for proper completion of the work including cost of binding wire. The rate excludes making of drip course which shall be paid extra.for Slab Work

R.C.C. Work with cement, approved coarse sand & 2 cm gauge approved stone grit in proportions of 1:2;4 in lintels of door & windows excluding supply of reinforcement and its bending, but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and supply of all materials, labour, Tools & plants etc. required for proper completion of the work including cost of binding wire. The rate excludes making of drip course which shall be paid extra.(SI.No.283) For Drain Work

M.S. (tor steel or plain) in Plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel & its wastage, bend, hooks, and authorised overlapping shall be measured and including cost of binding wire S.I No.-504 Chapter -10

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015 .The finished surface to be level, uniform and free from streaks and holes. Rates are inclusive of all taxes, royalty, etc. all T&P/machine material and labour required for proper completion of work

Preeti Buildcon Private Limited

Shri Krishna And Company

Krishna Infratec

Raja contractors & engineers