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| 1 | (SH:- Construction of Main Building) |
| 2 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dreessing of sides and bottom backfilling with approved material. I) Ordinary soil |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20 cm in depth consolidating each deposited layer cum by ramming and watering lead upto 50 m and lift upto 1.5 m |
| 4 | Supplying and filling in plinth with sandy soil under floors including, watering ,ramming consolidating and dressing complete. |
| 5 | Providing and laying in position cement concreteof specified grade excluding the cost of centering & shuttering. All works upto plinth level. a)1 : 4 : 8(1 Cement: 4 coarse sand: 8 graded stone aggregate: 40 mm nominal size). |
| 6 | Reinforcement for R.C.C. work i/c.straightening, cutting, bending, binding ,placing in position and bindingall complete in TMT bars. |
| 7 | Providing and laying in position specified grade of reinforced cement concrete workexcluding cost of centering, shuttering and reinforcement- All work up to plinth level: 1:1.5:3 (1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) |
| 8 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 3.2.21:1.5:3 ( 1 cem : 1.5 c/sand : 3 graded stone aggregate 20 mm nom size ) |
| 9 | Reinforced cement concrete work inbeams, suspended floors, roofs having slope up to 15olandings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishingandreinforcement, with 3.3.1in 1:1.5:3 ( 1 cem : 1.5 c/sand : 3 graded stone aggregate 20 mm nominal size ). |
| 10 | FORM WORK |
| 11 | Centering & shuttering including strutting & propping etc.& removal of form for: |
| 12 | (a) Foundation, footings, bases of columns etc. for mass concrete. |
| 13 | B) Lintels ,beams,plinth beams ,girders, bressumers and cantilevers |
| 14 | C) Columns ,Pillars,Piers,Abutments, Posts and Struts. |
| 15 | (d) Suspended floors, roofs, landings, balconies and access platform |
| 16 | (e) Edges of slab and breaks in floors and walls(i) under 20 cm wide |
| 17 | f) Stairs,(excluding Landings) except spiral staircase |
| 18 | Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand:4 stone aggregate 20 mm & down gauge) finished with a floating coat of neat cement including slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate. |
| 19 | Brick Work |
| 20 | Brick work with 1st class common burnt clay F.P.S (non modular) bricks in foundation and plinth in: Cement mortar 1:4 (1 cement: 4 coarse sand) |
| 21 | Half brick masonary with 1st class common burnt clay F.P.S (non modular) bricks in superstructure above plinth level upto V level in a) Cement mortar 1:4(1 cement : 4 c/sand) |
| 22 | Wood work |
| 23 | Providing wood works in frames of doors, windows, clerestory windows & other frames, wrought framed & fixed in position with hold fast lugs or with dash fastener of required dia and length (hold fast lugs or dash fastener shall be paid for seperately: Local best quality Uningthou wood |
| 24 | (a) Local best quality Tolhao |
| 25 | Providing & fixing M.S. grills of required pattern in frames of windows, etc. with MS flats ,square or round bars, etc. including priming coat with approved steel primer all complete. |
| 26 | Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows including ISI marked M.S butt hinges bright finished of required size with necessary screws, excluding panelling which will be paid for seperately, all complete as per direction of Engineer-in-charge. |
| 27 | Finishing Work |
| 28 | 12 mm cement plaster of mix 1 : 4 (1 cement : 4 coarse sand) |
| 29 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption\"s less than 0.08% and conforming to IS:15622 of approved make in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) including grouting the jointts with white cement and matching pigmentsetc. complete. Size of Tile 600 x 600 mm. |
| 30 | Providing and laying vitrified tiles in different sizes (thickness to be specified by the manufacturer) with water absorption\"s less than 0.08% and conforming to IS:15622 of approved make in all colours and shades, in skirting, riser of steps over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigmentsetc. complete. Size of Tile 600 x 600 mm. |
| 31 | Providing and applying white cement based putty of average thickness 1mm of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 32 | Applying one coat of water thinnable cement primer of approved brandand manufacture on wall surface-Water thinnable cement primer |
| 33 | Finishing walls with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufactures specifications: Two or more coats applied @1.25 ltr/10 sqm over and including one coat of Special primer applied @0.75 ltr/10 sqm. |
| 34 | Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade. Two or more coats on new work. |
| 35 | Painting with oil type wood preservativeof approved brandand manufacture:- New Work (Two or more coats) |
| 36 | Varnishing with varnish of approved brand and manufacture: Two or more coats of glue sizing with copal varnish over an under coat of flatting varnish |
| 37 | 15 mm cement plaster 1 : 3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement on the roughside of single or half brick wall. |
| 38 | Providing 40 x 5 mm flat iron hold fast 40 cm long i/c fixing to frames with 10 mm dia bolts nuts & wooden plugs & embedding to cement concrete block 30 x 10 x 15 cm 1:3:6 (1 cement:3 coarse sand:6 stone aggregate 20 mm nominal gauge). |
| 39 | Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS:1868) transparent or dyed to required colour or shade with nuts and screws etc. complete.b)250 x 16 mm. |
| 40 | (a)250 x 16 mm |
| 41 | Providing & fixing aluminium handless, ISI marked, anodised (anodic coating not less than grade ac 10 asper IS:1868) transparent or dyed to required colour or shade with necessary screws etc. complete. a)125 mm. |
| 42 | (a)125 mm |
| 43 | Sanitary Installations |
| 44 | Providing and fixingwater closet squatting pan ( Indian type WC pan)with 100mm SCI Por S trap, 10 litrelow level white PVC flushing cistern, i/c flush pipe, manually,controlled device (handle lever) conforming to IS: 7231,with all fittings and fixures complete, i/ccutting and making good the walls & floors whereever required :(a) White Vitreeous chinaOrrissa Pattern W.C. pan of size 580 x 440mm with integral type foot rests. |
| 45 | Providing and fixing wash basin with C.l. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:-16.7A.1. (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass |
| 46 | Providing and fixing stainless steel A ISI 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : 16.9.1. Kitchen sink with drain board 16.9.1.1.510x1040 mm bowl depth 250 mm |
| 47 | P/F PVC soil waste and vent pipe (external) including cutting hoisting and fitting , makinggood the walls completed.160 mm |
| 48 | Providing and fixingChlorinated Polyvinyl Chloride (CPVC) pipes , having thermal stability for hot & Cold water supply, including all CPVC plain & brass threaded fittings the pipe with clamps at 1.00 m spacing . This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per directon of Engineerin charge. Internal work-Exposed on Wall a) 15 mm diameter |
| 49 | Providing and fixingChlorinated Polyvinyl Chloride (CPVC) pipes , having thermal stability for hot & Cold water supply, including all CPVC plain & brass threaded fittings the pipe with clamps at 1.00 m spacing . This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per directon of Engineerin charge.(external work). c) 25 mm diameter |
| 50 | Providing and fixing brass bib cock ofapproved quality. (a) 15 mm nominal bore |
| 51 | Providing and fixing brass stop cock of approved quality. |
| 52 | Providing and fixingPTMT towelrail complete with brackets fied to wooden cleats with CP brass screws with concealed fittings arrangementof approved qualityand colour 600 mm long towel rail with total length of 645mm,width 78 mm and effective height of 88 mm , weighing not less than 190 grams |
| 53 | Providing and fixing 600 x450 mm beveled edge mirror of superior glass( of approved quality ) complete with 6 mm thick hard board ground fixed to wooden cleats with CP brass screws and washers complete |
| 54 | Providing and fixing unplasticised PVCconnection pipe with brass unions. a) 15 mm nominal bore |
| 55 | Providing and Placing on terrace ( at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet ,ouletand overflow pipes but without fittings and the base support for tank |
| 56 | Providing and fixing 1 KW Capacity electric water pump of approved make(Crompton brand ) 0.37/0.50 KW/HP. |
| 57 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 58 | Providing & fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colou or shadewith necessary screws etc. complete. |
| 59 | ii)250 x 10 mm |
| 60 | Making plinth protection 50 mm thick in cement concrete 1:3:6 (1 cement:3 coarse sand:6 graded stone aggrt. of 20 mm nominal size) over 75 mm bed of dry bricks ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. |
| 61 | Providing & fixing M.S. fan clamp type I of 16 mm dia M.S. bar bent to shape …etc. |
| 62 | Providing and Fixing bright finished bras 100 mm mortice latch and lock with 6 levers and pair of lever handles with necessary screws,etc. complete (best make of approved quality). |
| 63 | Providing and fixing glazing in aluminium dooe, window, ventilator shutters and partitions etc. with EPDM rubber/neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge. With float glass panes of 4.0 mm thickness. |
| 64 | (SH: Construction of Underground Water tank) |
| 65 | Earth work in surface excavation exceeding 30cm. in depth, 1.50m. in wide as well as 10sqm. on plan i/c disposal ofexcavated earth lead upto 50mts. and lift upto 1.50m., disposed earth to be leveled and neatly dressed (a) Ordinary soil. |
| 66 | Providing and laying in position cement concrete of specified grade excluding the cost of centering & shuttering. All works upto plinth level.a)1 : 4 : 8(1 Cement: 4 coarse sand: 8 graded stone aggregate: 40 mm nominal size). |
| 67 | (b) 1:3:6 ( 1 cement : 3 c/sand : 6 graded stone aggt. 20mm. nominal gauge) |
| 68 | (c) 1:2:4 (1 cement : 2 c/sand : 4 graded stone aggt 20mm nominal size) |
| 69 | Centering & shuttering including strutting & propping etc.& removal of form for: a) Foundations, footings, bases of columns, etc. for mass concrete. |
| 70 | b)Suspended floors, roofs, landings, balconies and access platform. |
| 71 | Walls any thickness including attached pilasters, butresses, plinth and string courses etc. |
| 72 | (d) Columns, pillars, posts andstruts |
| 73 | (e) Lintel, beams, plinth beams, girders, bressumers and cantilever, |
| 74 | Reinforcement for RCC work i/c straightening, cutting, bending, placing in position and binding all complete (b) Thermo-Mechanically Treated bars |
| 75 | Providing & laying in position specified grade of reinforced cement concret, excluding the cost of centering, shuttering, finishing and reinforcement - all work up to plinth level (b) 1:1.5:3 (1 cement : 1.5 : 3c/sand : 4 graded stone aggt. 20mmnominal size). |
| 76 | RCC work in walls ( any thickness) i/c attached cement pilasters, buttresses, plinth and string courses, fillets, columns, pillars,piers, abutments, posts and strutsetc upto floor five level e/c cost of centering, shuttering and reinforcement in (c) 1:1½:3 (1 cement : 1.5 : 3c/sand : 4 graded stone aggt. 20mmnominal size). |
| 77 | RCC work in beams, suspended floors, roofs having slope up to 15º landings, balconies, shelves, chajjas, lintels, bands,plain window sills, staircases and spiral stair cases upto floor five level e/c the cost of centering, shuttering, finishingand reinforcement, with (a) 1:1.5:3(1 cement :1.5c/sand :3 graded stone aggt. 20mmnominal size). |
| 78 | 12mm cement plaster 1:3 (1cement:3 fine sand) finished with a floating coat of neat cement. |
| 79 | Filling available excavated earth (e/c rock) in trenches, plinth sides of foundation etc in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead upto 50 mts & lift up to 1.50 mts |
| 80 | (SH; Construction of Garages) |
| 81 | Earth Work |
| 82 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.- All kinds of soil. |
| 83 | Loose/Soft soil. |
| 84 | Filling available excavated earth (excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead upto 50 meters lift upto 1.5 metre. |
| 85 | Supplying and filling in plinth with sandy soil under floors including watering,ramming, consolidating and dressing complete. |
| 86 | Cement Concrete work |
| 87 | Providing and laying cement concrete of specified gradeexcluding the cost of centering and footing shuttering- All work upto plinth level: |
| 88 | 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 20 mm nominal size) |
| 89 | Form Works |
| 90 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 91 | a) oundation footings, bases of columns etc. and mass concrete. |
| 92 | b) Columns, pillars, posts and struts (square rectangular or polygon in plan). |
| 93 | c) Lintels, beams, Plinth beams, girders, bressumers and cantilevers. |
| 94 | RCC Works |
| 95 | Providing and laying in position specific grade of reinforced cement concrete,excluding the cost of centerring,shuttering,finishing and reinforcement-All work up to plinth level -1:1.5:3 ( 1 cement :1.5 c/sand: 3 graded stone agro. 20 mm nominal size.) |
| 96 | R.C.C. work in wall(any thickness),including attached pilasters,buttresses,plinth and string courses,fillets,column,pillars,piers,abutments,post and struts etc up to floor five level excluding cost of centering,shuttering,finishing and reinforcementin 1:1.5:3( 1 cement :1.5 course sand: 3graded stone aggrt. 20mm nominal size) |
| 97 | RCC work in beams,suspended floors, roof having slope up to 15 degree landing,balconies, shelves ,chajjas,lintel,bands,plain window sill,staircase and spiral stair cases upto floor five levelexcluding the cost of centering, shuttering and reinforcement.a) 1:1.5:3 (1 cement: 1.5 course sand: 3 graded stone aggt. 20mm nominal size |
| 98 | Reinforcement for RCC work including straighting,cutting,bending,placing in position and binding all complete. -Thermo-Mechanically Treated bars. |
| 99 | Brick Works |
| 100 | Brick work with first class common burnt clay F.P.S. (non-modular) brick in foundation &plinth in cementmortar 1 : 4 ( 1cement : 4 coarse sand). |
| 101 | Half brick with 1st class common burnt clay F.P.S. (non-modular) brick in foundation &plinth in cementmortar 1 : 4 ( 1cement : 4 coarse sand). |
| 102 | Steel Works |
| 103 | Structural steel work riveted, bolted or welded 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. |
| 104 | Flooring |
| 105 | Cement concrete flooring 1:2;4 (1 cement : 2 C/Sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete- 40 mm thick with 20mm nominal size stone aggregate. |
| 106 | Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement [email protected] kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. Double charge vitrified tile polished finish of sizeSize of Tile 600 x 1200 mm |
| 107 | Roofing |
| 108 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal,complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required withiii) Precoated galvanised iron profile sheets0.50 mm thick |
| 109 | Finishing |
| 110 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand ) finished witha floating coat of neat cement. |
| 111 | Providing and applying white cement based putty of average thickness 1mm of approved brand manufacture, over the plastered wall surface to prepare the surface even and smooth complete. |
| 112 | Finishing walls with textured exterior paint of required shade :New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including base coat of water proofing cement paint applied @ 2.20kg/10 sqm. |
| 113 | (SH: Construction of Protection Wall and Line Drain) |
| 114 | Protection Wall |
| 115 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilizing the remaining earth locally for road work.) (i) Ordinary soil B) Mechanical Means (Depth upto 3 m) |
| 116 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) |
| 117 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications (ii) PCC Grade M15 using M15 batching plant & manual placing |
| 118 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia , extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications |
| 119 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification |
| 120 | (a) Granular materials |
| 121 | (SH: Construction of Culverts 1.0m span-2nos) |
| 122 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilizing the remaining earth locally for road work.) (i) Ordinary soil. (B) Mechanical Means (Depth upto 3 m) |
| 123 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) |
| 124 | Plain/Reinforced cement concrete in Open foundation complete as per drawing and Technical Specifications. (i) PCC Grade M15 using batching plant & Concrete pump |
| 125 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (i) RCC Grade M20 using batching plant & concrete pump |
| 126 | Plain/Reinforced Cement Concrete for wall & slab etc. complete as per Drawing and Technical Specifications. (A) RCC Grade M20 using batching plant, transit mixer & Concrete pump |
| 127 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications. |
| 128 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. |
| 129 | Providing weep holes in Brick masonry/Plain/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 foce. Complete as per drawing and Technical specifications. |
| 130 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specificationa) Gravelly Material |
| 131 | (SH: Construction of 6.0m span RCC Culvert |
| 132 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. I) Ordinary soil B) Mechanical means (ii) depth 3m to 6m |
| 133 | Plain cement concrete 1 : 3 : 6 nominal mix in foundation with crushed stone aggregte 40 mm nominal size mechanically mixed, placed in foundation and compacted by viration including curing for 14 days |
| 134 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. PCC Grade M15. Height upto 5m |
| 135 | Furnishing and placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M20 using batching plant, transit mixer and concrete pump for Abutment cap. |
| 136 | Supplying, fitting and placing HYSD bar reinfiorcement in super-structure complete as per drawing and technical specifications. |
| 137 | Construction of RCC railing of M30 Gradein - situ with 20 mm nominal aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceeed 1 in 500, c/c spacing between vertical post not to exceed 2000 mm, leaving adeuate space between vertical post for expansion , complete as per approved drawings and technical specifications |
| 138 | Providing and laying Cement Concrete Wearing coat M30 grade including reinforcement complete as per drawing and technical specifications |
| 139 | Providing weep holes in brick masonry/plain concrete / reinforced concrete abutment wing wall/ return wall with 100mm dia AC pipe, extending through the full width of the structure with slope of 1V : 20H towards drawing face. Complete as per drawing & technical specification. |
| 140 | Providing and laying of Filter Media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and specifications |
