Upgradation of Hari-Dadoo Road from main road Haripari Gam to Gujar Basti via Hapt Dankard including Amlar Hari Road.

(I) Cutting of Trees.

Felling Trees of the girth (measured at hight of 1m above ground level) including cutting of trunk and branches, removing the roots and stacking of servicable material and disposal of unserviciable material.

Beyond 30 CM girth including 60 CM girth.

Beyond 60 CM girth including 120 CM girth.

Beyond 120 CM girth including 240 CM girth.

(II) Earth work in cutting and filling.

Engagement of Hydraulic Excavator for site clearance, Removal of Loose Material/Dumped Material and Enchorachment, curve Development, Removal of Tree Trunks, inclding the disposal of material by MT as per the directions.

Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil.

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil :

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 :

Banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m in All kinds of soil:

Extra Carriage of excavated earth by means of Mechanical Transport for an average lead of 1 kms.

(III) RBM/Quarry Material.

Supply and filling of RBM/Quarry material of spacified grade, including leveling dressing, ramming watering and consolidation with power roller with PRR 8 to 10 ton capacity with carriage of all material involved loading, unloading and stacking complete.

(IV) Providing and Laying of WBM Grade-II.

Supplying and stacking of graded stone aggregate at site of size excluding all carriage involved quarry stone Aggregate.

Supplying and stacking of stone screenings, chippings at site excluding all carriage involved complete. 13.2mm nominal size (Type-A)

Supplying and stacking of moorum (stone dust) at site excluding all carriage involved complete.

Laying, spreading and compacting stone aggregate of specified sizes to WBM 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.

Carriage of material by Mech. Transport from source to site of work.

stone aggregate of size 63-45mm size for an average lead of 30 kms.

stone Screening for an average lead of 30 kms.

Moorum/Stone dust for an average lead of 30 kms

(V) Macadamization.

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 including carriges of all material involved complete

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 W.B.M./WMM surface @ 0.75 Kg/sqm. including carriges of all material involved complete

Providing and laying bituminous macadam 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 equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, 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 Hot Mix Plant of 60-90 TPH capacity. including carriges of all material involved complete

Providing and laying semi- dense Bituminous concrete using crushedstone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, leveland alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification,complete and as per directions of Engineer-in-Charge.25 mm compacted thickness with bitumen of grade VG- 10 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. including carriges of all material involved complete

Providing and laying 6mm 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 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete. including carriges of all material involved complete

(VI) Development of Berm BWO Khakbajri filling.

Supply and filling of Khak Bajri including ramming, dressing, watering and consolidation with Power Road Roller (8-10 Tonne to regquired gradient and camber including all carriages with loading, un-loading, stacking etc.

(VII) Construction of Cement Concrete R-Wall.

Earth work in excavation by mechanical means (Hydraulic excavator) over areas (Exceeding 30 cm in depth, 1.5mtr in width as well as 10 sqm on plan) including disposal of excavated earth, as directed by Engineer-incharge disposed earth to be levelled and neatly dressed: All kinds of soil.

Providing and laying of stone soling dully hand packed including carriage of soling with loading unloading and stacking complete.

Providing and laying in position cement concrete of specified grade excl. the cost of centering and shutering. All work upto plinth level 1:4:8 (1cement: 4fine sand: 8 graded stone aggregate 40mm nominal size)(Crushed).

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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

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

Providing and fixing in position weep holes in abutments and other approach walls with 75mm dia PVC pipes cut to length and profile as required to be installed in concrete including all carriages and other incidental charges as per clause 2706 of MORTH specifications (in two layers).

Providing and laying of RBM behind R-Wall including all carriages loading un-loading and stacking complete.

12mm Cement Plaster of mix: 1:4(1 cement:4 fine sand)

Carriage of material by Mech. Transport from source to site of work.

Stone aggregate for an average lead of 15 kms.

Sand for an average lead of 15 kms.

(VIII) Construction of Cement Concrete B-Wall.

Earth work in excavation by mechanical means (Hydraulic excavator) over areas (Exceeding 30 cm in depth, 1.5mtr in width as well as 10 sqm on plan) including disposal of excavated earth, as directed by Engineer-incharge disposed earth to be levelled and neatly dressed: All kinds of soil.

Providing and laying of stone soling dully hand packed including carriage of soling with loading unloading and stacking complete.

Providing and laying in position cement concrete of specified grade excl. the cost of centering and shutering. All work upto plinth level 1:4:8 (1cement: 4fine sand: 8 graded stone aggregate 40mm nominal size)(Crushed).

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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

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

Providing and fixing in position weep holes in abutments and other approach walls with 75mm dia PVC pipes cut to length and profile as required to be installed in concrete including all carriages and other incidental charges as per clause 2706 of MORTH specifications (in two layers).

12mm Cement Plaster of mix: 1:4(1 cement:4 fine sand)

Carriage of material by Mech. Transport from source to site of work.

Stone aggregate for an average lead of 15 kms.

Sand for an average lead of 15 kms.

(IX) Construction of Cement Concrete Drain.

Earth work in excavation by mechanical means (Hydraulic excavator) over areas (Exceeding 30 cm in depth, 1.5mtr in width as well as 10 sqm on plan) including disposal of excavated earth, as directed by Engineer-incharge disposed earth to be levelled and neatly dressed: All kinds of soil.

Providing and laying of stone soiling dully hand packed including carriage of stone soling with loading unloading and stacking complete.

Providing and laying in position cement concrete of specified grade excl. the cost of centering and shutering. All work upto plinth level 1:4:8 (1cement: 4fine sand: 8 graded stone aggregate 40mm nominal size)(Crushed).

Providing and laying in position cement concrete of specified grade excl. the cost of centering and shutering. All work upto required level 1:2:4 (1cement: 2 fine sand: 4 graded stone aggregate 20mm nominal size)(Crushed).

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

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

Carriage of material by Mech. Transport from source to site of work.

Stone aggregate for an average lead of 15 kms.

Sand for an average lead of 15 kms.

(X) Providing and laying of RCC Pipes.

Providing and laying of RCC spun pipes in proper level and grade including trench excavation and cushion as per clause 2900 of MORTH specification including all carriages involved complete

300mm dia

450mm dia

600mm dia

(XI) Construction of 1X1.50 M span RCC Box Type Culvert.

Earth work in excavation by mechanical means (Hydraulic excavator) over areas (Exceeding 30 cm in depth, 1.5mtr in width as well as 10 sqm on plan) including disposal of excavated earth, as directed by Engineer-incharge disposed earth to be levelled and neatly dressed: All kinds of soil.

Providing and laying of stone soiling dully hand packed including carriage of stone soling with loading unloading and stacking complete.

Providing and laying in position cement concrete of specified grade excl. the cost of centering and shutering. All work upto plinth level 1:4:8 (1cement: 4fine sand: 8 graded stone aggregate 40mm nominal size)(Crushed).

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)

Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 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.

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

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

Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs landings, balconies and acess platform.

Centering and shuttering including strutting, propping etc. and removal of form for: Edges of slabs and breaks in floors and walls: Above 20 cm wide

Supply and laying of RBM of specified and required size as directed including dressing, ramming watering and compacting to required gradient and camber with carriage of all material involved loading, unloading and stacking complete.

Carriage of material by Mech. Transport from source to site of work.

Stone aggregate for an average lead of 15 kms.

Sand for an average lead of 15 kms.

(XII) Road Furniture.

Manufacturing supplying and fixing retro reflective sign boards made up of 2mm thick aluminum sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type-IV of ASTM-D-4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC : 67-2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminum alloy rivets @ 20cm c/c to back support frame of M.S. angle iron of size 25x25x3mm along with theft resistant measures mounted and fixed with 2 nos. M.S. angles of size 35x35x5mm to a vertical post made upto M.S. Tee section ISMT 50x50x6mm welded with base plate of size 100x100x5mm at the bottom end and including making holes in pipes, angle flats, providing and fixing M.S. message plate of required size steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical M.S.-Tee support to be painted in black and white colours). Backside of aluminum sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coats including all leads and lifts etc. complete as per drawing, specification and direction of Engineer-in-charge.

Mandatory/Regulatory sign boards of 900 mm diameter with part as length of 3750 mm.

Cautionary/warning sign boards of equilateral triangular shape having each side of 900 mm support length of 3650mm.

Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semiautomatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.

Maintenance Cost for 5 Years

1st Year

2nd Year

3rd Year

4th Year

5th Year