Construction of 1x25 Mtr Span Bridge at Nallah Veth Vethro at Malpora Hanjipora Akhran

Const. of 1x25m truss girder bridge at veth vethoo (Sub Strutcture)

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. Ordinary Rock

Dewatering of trenches during execution of work incl. diversion of Nallah

Providing and laying of stone soling (Hand Packed) including ramming, dressing and watering and carriage up to site.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All work up to plinth level. 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 20mm nominal) crushed Leveling Course

Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. Quanitity of cement to be used shall be obtained from design mix) All works above plinth level upto floor V level

Providing and fixing in position HYSD bar reinforcement of grade Fe-550D conforming to IS 1786 as per technical drawing incl. fabrication, spot welding if required, laying and binding with 18 gauge annealed steel wire, in foundations, abutments, pier, caps, pedastals, return walls, dirt walls, approach slabs, approach walls, etc.

Centering and Shuttering including strutting and propping etc and including removal of same.

Foundations, footings, bases of columns etc. for mass concrete.

Centering and shuttering including strutting, propping etc. and removal of form for: Columns, pillars, piers, abutments, posts and struts.

Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

Providing and laying Filter Media with granular materials/stone crushed aggregates with all technical specifications and thickness not less than 600 mm with smaller size towards the soil and bigger size towards the wall complete as per drawings

Providing weep holes in Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing face. Complete as per drawing and Technical Specifications.

Carriage of different Materials from Source to Site 15km

Carriage of 20 mm C.Aggregate

Carriage of Fine Aggregate

SUPER STRUCTURE

Bearings Providing and installing in position of POT- PTFE bearings at free ends of Truss girder. over abutments and pier locations as per drawings which shall include the following: a) Cost of bearing assembly, transportation, erection and installation to level and position, provision for necessary pockets in pedestals lugs inserts as required and grouting of same as directed after installation.b) All necessary labour and material required for temporary supports and structure locking bearing in position during construction and releasing of the same on completion of units as required in the drawings.c) Providing of epoxy mortar for leveling and seating including application of two or more coats of protective anti-corrosive epoxy based paint on exposed steel sections of bearings assembly, greasing/lubrication of moving parts etc as required on completion of installation.

Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Welded

Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. Quanitity of cement to be used shall be obtained from design mix) All works above plinth level upto floor V level

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position all complete. HYSD reinforcement of grade Reinforcing Steel Providing and fixing in position HYSD reinforcement of grade Fe-500 incl. fabrication, laying and binding with 18 gauge annealed steel wire, in Deck slab, wheel guards/Kerbs. Fe500D steel bars at all levels.

Centering and Shuttering including strutting and propping etc and including removal of form for.

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

Providing and fixing 100 mm diameter and 60 cm long rain water spout in cement mortar 1:4 ( 1 cement : 4 fine sand) Stone ware spout

Providing and fixing in position expansion joints complete with U-strip made from 24 gauge copper strip. MS angles with welded anchors and MS top plate bolts/nuts etc. complete as per MOST standard drawing.

Carriage of different Materials from Source to Site 15km

Carriage of Bajri

Carriage of Sand

Construction of (Approachs)

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 sidesand ramming of bottoms lift upto 1.5 m, including getting out excavated earth anddisposal of surplus excavated earth as directed,within a lead of 50 metres:

Providing and laying of stone soling (Hand Packed) including ramming, dressing and watering and carriage up to site.

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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. Note (Quanitity of cement to be used shall be obtained from design mix) All works upto plinth level incld: all carriages

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge.Note: Quanitity of cement to be used shall be obtained from design mix) All works above plinth level upto floor V level incld: all carraiges

Providing and fixing in position HYSD bar reinforcement of grade Fe-550D conforming to IS 1786 as per technical drawing incl. fabrication, spot welding if required, laying and binding with 18 gauge annealed steel wire, in foundations, abutments, pier, caps, pedastals, return walls, dirt walls, approach slabs, approach walls, etc.

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

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

Providing laying compacting of RBM sub base in filling for approach road layed in layers on exceeding 250mm thickness, rolled, watered and consolidated as per specifications

Providing weep holes in Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing face. Complete as per drawing and Technical Specifications.

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 pecifications and directions of Engineer-in-Charge

Providing and laying 50mm thick 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 Batch /Drum Type Hot Mix Plant of 100-120 TPH /60-90 TPH capacity 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 bitumen surface @ 0.50 Kg/sqm.

Providing and laying semi- dense Bituminous concrete using crushed stone 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, level and 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 Batch /Drum Type Hot Mix Plant of 100-120 TPH /60-90 TPH capacity Complete.

Providing and laying seal coat of premixed fine agg. (Passing 2.36mm and retained on 180 micron sieve) with bitumen using 128 Kgs, 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 Incld: all carriages

Carraige of material including loading unloding etc complete

Carriage of 20 mm C.Aggregate

Carriage of Sand

Earth work

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth,leadupto50meterand lift upto 1.5m, as directed by Engineer-in-Charge.All kinds of soil :

Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm 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 or filling up ground depressions, lead upto 50 m and lift upto 1.5 m in all kinds of soil:

Providing and applying RBM including sorting spreading in uniform layers on existing surface and consaldation each deposited layer with vibrator roller to the required gradient and camber with all carriages to site of work including Loading and Unloading complete .

P/L of Gr-II

Providing /Laying Water bound macadam with specified stone aggregate 63-45mm (Quarry) , stone screening 13.2mm nominal size incld: binding material dust/ moorum including sorting,spreading to template and consolidation with PRR of 8-10 tonne capacity etc,complete incld: all carraiges etc complete

Felling of Trees

Felling trees of the girth (measured at a height of 1 m above ground level) includingcutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.

Beyond 30 cm girth upto and including 60 cm girth

Beyond 60 cm girth upto and including 120 cm girth.

Beyond 120 cm girth upto and including 240 cm girth.

Macdamization

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 pecifications and directions of Engineer-in-Charge

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 specification etc. on WmM @ 0.75kg/Sqm including all carriages

Providing and laying 50mm thick 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 Batch /Drum Type Hot Mix Plant of 100-120 TPH /60-90 TPH capacity Complete.

Providing and laying semi- dense Bituminous concrete using crushed stone 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, level and 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 Batch /Drum Type Hot Mix Plant of 100-120 TPH /60-90 TPH capacity Complete.

Providing and laying seal coat of premixed fine agg. (Passing 2.36mm and retained on 180 micron sieve) with bitumen using 128 Kgs, 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 Incld: all carriages

Constr. Of 6 Mtr RCC Culvert

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

P/Laying of Nallah stone soling, handpacked in bed incl. all carriages complete

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 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) incld: all carriages

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and einforcement, including admixtures in recommended proportions as per IS: 9103 to ccelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. Note: -Quanitity of cement to be used shall be obtained from design mix) All works upto plinth level incld: all carriages

Centering and shuttering including strutting, propping etc. and removal of form work for:

Retaining walls return walls incld. attached pilasters, buttresses, plinth and string course fillets kerbs and steps etc.

suspended floors

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.

Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Welded For railing and side foot path)

Providing /fixing of 75mm PVC Weep holes in proper line and gradient complete job

Constr. Of 1 x3 Mtr Box Type Culvert (3 No)

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: incld: extra for everay additional lift 1.5 mtr or part thereof in excavation / banking excavted or stacked material All kinds of soil,

P/Laying of Nallah stone soling, handpacked in bed incl. all carriages complete

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 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) incld: all carriages

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and einforcement, including admixtures in recommended proportions as per IS: 9103 to ccelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. Note: - Quanitity of cement to be used shall be obtained from design mix) All works above plinth level upto floor V level incld: all carriages

Centering and shuttering including strutting, propping etc. and removal of form work for:

Foundations, footings, bases for columns

Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

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

Edge of sabls and breaks in floor and walls

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.

Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Welded

Supply and filling of GSB at site including sorting spreading , watering , dressing and rammig including all carriages upto site of work complete

Construction of R/Wall & Edge Wall

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 :

P/Laying of Nallah stone soling, handpacked in bed incl. all carriages complete

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 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 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 work for: Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc

P/F of 75mm Dia PVC Weep holes in proper line and gradient complete

P/L backfilling Nallah boulders handpacked of specified grade and size including ramming spredaing and compacting with power road roller 8-10 tonn capcaity incld: all carriages loading , unloading etc complete

Carriage of different Materials from Source to Site 15km

Carriage of 20 mm C.Aggregate

Carriage of Sand

Constr. Pacca Of Drian

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 :

Providing and laying of stone soling nallah (hand packed) including compacting in foundation trenches.

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 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 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)

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.

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

P?l of Nallah Boulders handpacked of specified grade and size including ramming , spreading and compacting with power road roller 8-10 tonne capacity and all carriages & loading /unloading complete

Carriage of different Materials from Source to Site 15km

Carriage of 20 mm C.Aggregate

Carriage of Sand

P/L of RCC Pipes

P/L RCC NP2 Pipes at spots incld. Necessary earth work excavation and providing and laying RBM as cushion incld. Cost and carriage of all material involved

450 mm dia

900 mm dia

Construction of Crate wall near bridge spot

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:

Crate work with Nallah stones from approved source incld hand packing of stones, cost of stones incld cost / tightening of crates ( woven G.I crates 100mm x 100mm mesh size )and weight not less than 54 kgs per crate incld cost of stones and crates all carriages involved, complete job.

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)

Supplying & filling of Nallah muck/RBM incl. spreading, watering , dressing , consolidation incl loading ,unloading cost & carriage of RBM etc complete

Carriage of aggregates

Carriage of Sand

Construction of Crate wall on Nallah Side (Road)

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:

Crate work with Nallah stones from approved source incld hand packing of stones, cost of stones incld cost / tightening of crates ( woven G.I crates 100mm x 100mm mesh size )and weight not less than 54 kgs per crate incld cost of stones and crates all carriages involved, complete job.

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)

Supplying & filling of Nallah muck/RBM incl. spreading, watering , dressing , consolidation incl loading ,unloading cost & carriage of RBM etc complete

Carriage of aggregates

Carriage of Sand

Road Furniture

Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semi automatic 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

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 chromte 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.

Manufacturing supplying and fixing retro reflective overhead signage boards made up of 2mm thick aluminum sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type-III of ASTM-D-4956-01 as approved by Engineer-in-charge; letters, borders etc. as per IRC : 67-2001 in silver white with blue colour background and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class -II of ASTM-D-495601 and fixing the same to the plate of structural frame work by means of suitable sized aluminum alloys, rivets or bolts and nuts @ 300mm c/c all along the periphery as well as in two vertical rows along with theft resistant measures including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminum sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawing, specification and direction of Engineer-in-charge (Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment). Overhead informatory road signage.

Earth work in excavation by manual means 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: All kinds of soil :

Providing and laying of stone soling nallah (hand packed) including compacting in foundation trenches.

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 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) incld: all carriages

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)

Providing and errectiong W metal; beam crash barrier comprising 3mm thick corrugated sheet metal beam rail 70 Cm above road/ground level fixed on ISMC series channel vertical posts 150x75x5mm spaced 2m, 1.8 M high 110 cm below ground level all steel parts and fitments to be galvanised by hot dip process all fittings to confirm to IS 1367 and Is 1364 metal beam rail to be fixed on vertical posts with spacer channel section 150x75x50mm , 330mm long complete as per clause 810.

Maintenance Cost for 5 Years

1st Year 10%

2nd Year 15%

3rd Year 20%

4th Year 25%

5th Year 30%

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