Muzaffarnagar Jansath Mirpur for the work of chadification and strengthening

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 close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 .Grade-I (MORT&H no.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.

Providing and applying primer coat with bitumen emulsion slow setting on prepared surface of granular Base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.(MORT&H No.502).

Providing and applying tack coat with bitumen VG-10 using Bitumin pressure distributor at the rate of 0.20 kg per sqm on the prepared granular surface cleaned with mechanical broom.(MORT&H No.503).

Providing and laying 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 @ 3.3 per cent 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 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 per cent 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 per cent 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

Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. 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 30 M. from the foundation trenches. (where machine can not move ) As per SI No. 251(a)

Cement Concrete with 4 cm gauge approved in proportions of 6:3:1 stone Ballast, Coarse sand and cement. including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. As per SI No. 282

M-150 Brick Work in 1:4 (One cement & four fine sand of 1.25 F.M.) mortar in foundation and plinth including supply of all materials labour, Tools & plants etc. required for proper completion of the work As per SI No. 305 for abutment

Struck pointing with cement mortar consisting of 1 part cement and 2 parts of fine sand of 1.25 Fineness modulus. As per SI No. 574

R.C.C. Work with cement approved coarse sand & 2 cm gauge approved stone grit in proportions of 1:1½:3 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. As per SI No. 284(A)

Cement Concrete with 2 CM Gauge approved stone grit coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour tools & plants etc required for proper completion of the work as per S.I No 279

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.Asper SiNo.504

Construction of Divider As per Drawing

Provinding 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 applied glass beads as per IRC 35 The Finished surface to level , uniform and free from streak and holes (Zebra Crossing)

Reflective Raised Pavement Marker with shanks Providing and fixing of raised pavement markers (Cat Eye) Type x-ASTMD-4956-04 Avery Dennision/3m(USA Make) having moulded body of polycarbonate, ASA, HIPS or ABS able to support a load of 13.635 M.T. tested in accordance with ASTMD 4280 type H and other requirement mentioned in MoRT&H Circular, its reflective lens made of micro prismatic lens (capable of providing total internal reflection of light), electronically welded to the body. The length, height and width of the body shall not exceed 130 mm, 20 mm and 105 mm respectively, The area of each reflective surface shall not be less than 13 Sq. cm . on each side sloping at the angle of 35 + 5 degree to the base to ensure maximum reflectively. it shall comply to specification of Category A of MoRT&H circular no. RW/NH 33023/10/97-DO-III dated 11.06.97 lenses shall be moulded of methyl methecrylate conforming to ASTMD 788 or equivalent. With 7 years warranty. Rate shall be inclusive of all taxes, royalty, etc. All T&P/ machine material and labour required for proper completion of work.

Supplying and instalation of delinators (road way indicators, hazard markers, object marker) 80-100cm. High above ground level, painted black and white in 15cm. Wide strips, fitted with 80x100mm rectangular or 75mm dia circular reflectorised panel at the top buried or pressed into the ground and conforming to IRC:79 and the drawing. with tri-color retro -refractive sheet. (15x3 cm) 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

M/S CHAUDHARY ASSOCIATES

M/S Ravi Constructions

JSP PROJECTS PVT LTD