Widening and Strengthening of Tanda Bariyawan Sultangarh Patti Surhurpur Road (ODR)

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, within all lifts and lead upto 30m.

Construction of embankment with approved matrial obtained from borrow pits with a lift upto 1.5m transporting to site, spreading grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 1000m as per technical specification clause 301.5

Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Providing, laying, spreading and compacting graded stone aggregate in layers 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,laying, spreading and compacting graded stone aggregate to wet mix mcacdam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying with 1% OPC Cement+3.50% Emulsion in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406 of Morth specification. (ETA)

Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

Providing, laying bituminous concrete hotmix plant procuding and average output of 75 tonnes per hour using crushed aggregates of specified grading, premix with bituminious VG-30 @ 5.4% of mix and filter, transporting the hotmix to work side, laying with a hydroseatic paver finisher with sensor control the required grit, lavel and alignment, rolling with smooth wheeled, vibratory and tandam rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects.

Interlocking Tiles Ruber moulded refelective zig-zag 80mm. Providing and laying of Interlocking concrete block pavements having thickness 80mm as per drawing and techinical specification clause 1504. SCH. Pwd 6.7

Providing and laying in Cement concrete 1:4:8 and curing complete, including cost of form work in foundation and floors.

Providing and laying in Cement concrete 1:2:4 and curing complete, including cost of form work in foundation and floors.

Supply, filling and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications, as per MORTH spec. Sr. No. 14.2 Clause 1600

Earth work in excavation in trench for foundation in ordinary soil i/c lift upto 1.50 mtr. & lead upto 50.00 mtr. And dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed bu the E/I within a distance of 50 m.

Providing & laying in cement concerete 1:6:12( 1 cement : 6 Fine sand : 12 Stone ballast 40 mm.nominal size) and curing complete, including supply of all materials, labour and T&P etc. required for proper completion of work as per direction of E/

Providing and laying of Hume pipe i/c cartage and labour etc.

Class-150 brick work in 1:3 cement and coarse sand mortar in foundation and plinth i/c supply of all material, labour, curing and tools and plants etc. required for proper completion of the work.

Struck pointing on brick work in 1:2 cement mortar (1 cement & 2 fine sand) including supply of all material, labour and T&P etc. required for proper completion of work

Providing and laying of Hume pipe i/c cartage and labour etc.

Plaster 12 mm thick in 1:3 cement & coarse sand mortar

Dismentling of brick work/stone work in lime or cement for parapet as per SI No. 692

Providing and laying of Hume pipe i/c cartage and labour etc.

Providing and laying in Cement concrete 1:3:6 (1Cement:3 Coarse sand :6 graded Stone aggregate 40mm nominal size) and curing complete,including cost fo formwork in foundation and floors.

R.C.C. work with cement approved coarse sand and 2cm (3/4'') gauge approved srone ballast in the proportion 1:1.5:3 (1Cement: 1.5 Coarse Sand and 3 Stone grit 20 mm size) in lintels of doors and windows excluding supply of reinforcement and its bending but including its fixing and binding the same necessary with 24BWG binding wire and including necessary centering and shuttering etc. and also including supply of materials labour and tools and plants etc. required for proper completion of the work, strength of the concrete shall not be less than M-200

Supply and fixing of 10cm internal Dia Ac Down pipes required for proper completion of work in weep holes.

Dismenltling sundried brick work including of dismanteled material as derected by E/I with in a distance of 60 m SI No. 691(Damege of arch culvert)

Back filling behind abutment, wing wall and retaining wall complete as per drawing and technical specification clause 1204.3.8 of MORD specification.

Reinforced Cement Concrete M15 grade Hectometer stone/local stone of standard design as per IRC 8 Fixing in postion including painting and printing etc. as per drawing and Technical Specification Clause 1703 (Hec. Stone)

M/S LUCKY TRADERS