Widening work with paved shoulder from km 27.00 to 47.800 on the Fatehpur Muzaffarabad Kalsiya road (MDR) in Saharanpur district.

Amount

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 and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 M from the foundation trenches (SI No. 251 (a)

Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M. in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 M. distance as directed by the Engineer incharge. (including 1.0 Km cartage)

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.

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

Providing laying spereading 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 uniform layers with paver in subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Providing laying spereading and 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 / subgrade and compacting with the road roller to achieve the desired density.

Providing & applying Primer coat with bitumen emulsion (S/S Type) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60kg/Sqm. Using mecha- nical means.

Providing and applying tack coat with bitumen VG-10 using pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

Providing and laying Dense Graded Bituminous Mecadam with 100-120 TPH hot mix plant producing an avearge output of 75 tonne per hour using crushed aggregates of specified grading premixed with bitminous binder @ 4% by waight of total mix and filler, transported to site, laying with hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achive the desired compaction as as per MORTH &H specifications clauses 507 complete in all respects.

Providing and applying tack coat with bitumen VG-10 using pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

Providing and laying Dense Graded Bituminous Mecadam with 100-120 TPH hot mix plant producing an avearge output of 75 tonne per hour using crushed aggregates of specified grading premixed with bitminous binder @ 4.5% by waight of total mix and filler, transported to site, laying with hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achive the desired compaction as as per MORTH &H specifications clauses 507 complete in all respects.

Providing and applying tack coat with bitumen VG-10 using pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

Providing and laying bituminous cocnrete with 100-120 TPH batch type HMP producing and average output of 75 Tonne per hour using crushed aggregates of specified grading premixed with bituminous binder @ 5.40 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver fixisher 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 specificiation clause No. 509 complete in all respects.

Providing and laying in cement concrete 1:4:8 (1 cement 4 coarse sand : 8 graded stone ballast 40mm nominal size) and curing complete, including supply of all materials, labour and T&P etc. required for proper completion of the work as per direction of E/

Cement Concrete with 4 cm gauge approved Stone Ballast, 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. (S.I. No. 279(a)

M-150 class brick work in 1:4 cement and coarse sand mortar in superstructure including supply of all materials labour tools & pland etc. required for proper completion of the work. (S.I. No. 305(a)

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. (S.I. No. 578)

12mm thick plaster with cement and Coarse sand in 1:3 over brick work minimum thickness not to be less than 1 cm. including supply of all material, labour, T&P etc. required for proper completion of work. (S.I. No. 582(a)

Supply and fixing of 900mm dia Hume Pipe

R.C.C. Work with cement, approved coarse sand & 2 cm gauge approved stone grit in proportions of 1:1.5:3 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. (S.I. No. 284(A)

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications

RCC DEVELOPERS PRIVATE LIMITED (BID ID -5063833)

M/S CHAUDHARY ASSOCIATES (BID ID -5077365)

amit kumar contractor (BID ID -5064007)

Raj Shyama Constructions Pvt. Ltd. (BID ID -5065030)