Widening and Strengthning of Pahitipur Annaye Road

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. (For widening)

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

Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately

Construction of embankment with approved material obtained from borrowpits with all lifts and leads, tra sporting to site spreading grading to requered slope and compacting to meet requirement of table 300-2 Raising Portion

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. (Labour Rate only)

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 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 and laying Dense graded Bituminous Macadam with hot mix plant producing an average output of 75 ton per hour using crused aggregates of specified grading -II premixed with bituminous binder VG-30 @ 4.5% of mix, transported to site , laid over previously prepared surface with paver finisher to the required grade , lavel and alignment and rolled to achieve the desired compaction. as per MORT&H Specification. No 507

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.

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 1000m

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. Bottom

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

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/

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

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

Providing and laying of Hume pipe i/c vat and cartage (900mm dia)

Providing and laying of Hume pipe i/c vat and cartage (600mm dia)

Providing and laying of Hume pipe i/c vat and cartage (350mm dia)

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

Mild steel or iron in plan work such as reinforced concrete or reinforced brick work(When not included in an overall rates). Wrought to required shape as necessary including bending for proper completionof the work and including supply of steel its wastage bend hooks and authorised ovelapping shall be measured upto floor two level. @ 1.00% of RCC work 17.28 Cum x 78.5 qtl

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

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

Kamla Construction