Up gradation /widening of road from Sallar to Yanner and Kuller to Yanner

Earth work in cutting

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil :

Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material A)Beyond 30 cm girth upto and including 60 cm girth.

B)Beyond 60 cm girth upto and including 120 cm girth.

Engagement of JCB for removal of Roots, boulders, clearance of bushes and other similar items from the site complete as per directions of EIC

Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade. sqm 2.80 16.3 Extra for compaction

Providing and laying of RBM at site including sorting spreading watering laying & consolidation with PRR 8-10 tonne capacity complete all carriage

Laying of water bound Grade II

P/L LAYING, SPREADING, stacking AND COMPACTING STONE AGGREGATE OF SPECIFIED SIZES (RANGING 63MM TO 45MM TO WBM (GRADE-II) SPECIFICATIONS IN UNIFORM THICKNESS, HAND PICKING, ROLLING WITH 3 WHEELED ROAD / VIBRATORY ROLLER 8-10 TONNE CAPACITY IN STAGES TO PROPER GRADE AND CAMBER, APPLYING AND BROOMING REQUISITE TYPE OF SCREENING /BINDING MATERIAL TO FILL UP INTERSTICES OF COARSE AGGREGATE, WATERING AND COMPACTING TO THE REQUIRED DENSITY INCLUDING ALL CARRIAGES, COMPLETE

Laying of WMM

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge

Laying 50mm thick Bitumonous Macadam & 25mm thick semi dense

Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom. 16.39.1 With rapid setting bitumen emulsion On W.B.M. /W.M.M. @ 0.4 Kg/sqm

Providing and applying tack coat using hot straight run bitumen of grade – VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On bitumen surface @ 0.50 Kg/sqm. Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified

P/L B.M using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equi pped with electronic sensor to the require d grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and d.e nsity, complete as per specifications and directions of Engineer-in-Charge :50 to 100 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type HMP of 60-90 TPH capacity. incl. Cost and carriage of all materials involved.( necessary test mandatory )

P/L SDBC using crushed stone aggregates of specified grading , pre-mixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped wilh electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desire d compaction & density as per specification,complete and as per directions of Engineerin Charge:25 mm compacted thickness with Bitumen : VG-10 @ 5% (percentage by weight of total mix) and lime filler @ 2%(percentage by weight of Aggregate) prepared in Drum Type HMP of60-90 TPH capacity. incl cost and carriage( necessary test mandatory )

P/L of 6 mm thick seal coat of premixed fine aggregate(passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 Kg of bitumen of grade VG -10 per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including hot mixing of fine aggregate and bitumen in hot mix plant, transporting the mixed material from plant site by mechanical transport up to the site of work, laying the mixed material with paver finisher to required level and grade rolling with road roller to achieve desired compaction including cost and carriage of all the material hire charges of machinery and all taxes etc. complete( necessary test mandatory )

R-Wall in PCC

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil :

Supplying and laying of stone soling hand packed tightly incl ramming watering and filling of interstices incl all carriage complete job

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level.1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40mm nominal size)

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns

Supply and filling of RBM at site including sorting spreading watering laying & consolidation complete all carriage

PROVIDING WEEP HOLES IN ABUTMENT WALLS WITH 75MM DIA PVC PIPE CUT TO LENGTH AND PROFILE AS REQUIRED TO BE INSTALLED IN CONCRETE AND OTHER INCIDENTALS. (type B)

Carriage of material bajri /Bajriby mechanical means for an average lead of 40Km

Toe Wall In PCC

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil :

Supplying and laying of stone soling hand packed tightly incl ramming watering and filling of interstices incl all carriage complete job

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level.1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40mm nominal size)

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns

Supply and filling of RBM at site including sorting spreading watering laying & consolidation complete all carriage

PROVIDING WEEP HOLES IN ABUTMENT WALLS WITH 75MM DIA PVC PIPE CUT TO LENGTH AND PROFILE AS REQUIRED TO BE INSTALLED IN CONCRETE AND OTHER INCIDENTALS. (type B)

Carriage of material bajri /Bajriby mechanical means for an average lead of 40Km

PCC Drain at Spots

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil :

Supplying and laying of stone soling hand packed tightly incl ramming watering and filling of interstices incl all carriage complete job

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level.1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40mm nominal size)

Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50mm thick with 20 mm nominal size stone aggregate.

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.

Carriage of material bajri /Bajriby mechanical means for an average lead of 40Km

Construction of 3m span RCC Box type Cricket

Engagemnet of JCB for takiing out existing pipes clearance of site of work and dismantling all complete

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil :

Supplying and laying of stone soling hand packed tightly incl ramming watering and filling of interstices incl all carriage complete job

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level.1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40mm nominal size)

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement.1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Centering and shuttering including strutting, propping etc. and removal of form for:Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

Suspended floors, roofs, landings, balconies and access platforms.

PROVIDING WEEP HOLES IN ABUTMENT WALLS WITH 75MM DIA PVC PIPE CUT TO LENGTH AND PROFILE AS REQUIRED TO BE INSTALLED IN CONCRETE AND OTHER INCIDENTALS. (type B)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.

Carriage of material bajri /Bajriby mechanical means for an average lead of 40Km

Providing / laying of RCC Pipes in trenches proper position/ grade including excavation of trenches , refilling etc upto required depth, providing requisite cushion including carriage of all materials and pipes upto site of work complete. 650 mm dia

450 mm dia

Maintenance cost for 5 Years 1st Year @ 10%

2nd Year @ 15%

3rd Year @ 20%

4th Year @ 25%

5th Year @ 30%

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