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| 1 | Earth work in excavation by mechanical means(Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan), including getting outand disposal of excavated earth lead upto 50m and lift upto 1.5m, as directed by engineer-in-charge. |
| 2 | Providing and laying in cement concrete of specified grade excluding the cost of Centering and shuttering - all work upto plinth level. 1:3:6 ( 1 cement;3 coarse sand: 6 graded stone aggregate 20mm nominal size. |
| 3 | Steel work welded in built up section/frame work i/e cutting, hosting , fixing in position and applying primary coat of approved steel primer using structural steel etc. as required in stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete |
| 4 | Painting steel work with deluxe multi surface paint to give an even shade. two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture |
| 5 | Providing & fixing G.I chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer in charge. Made of G.I wire of dia 4 mm sqm total cost 1.5m height, chain link fencing of 10 rmt. |
| 6 | Fencing with RCC post laced at required distance, embedded in cement concrete blocks every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 Kg per 100 meters (minimum) between the two posts fitted and fixed with G.I staples on wooden plugs or G.I binding wire tied to 6 mm bar nibs fixed while casting the post (cost of RCC posts, struts, earth work and concrete to with G.I barbed wire 1175 m no of bar 5 |
| 7 | RCC Standards post/ struts/rails/pales of mix 1:1.5:3 (1 cement:1.5 coarse sand: 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction of engineer-in-charge ( cost of earth works in excavation concrete works in foundation to be paid separately). |
| 8 | Earth work in excavation by mechanical means(Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan), including getting outand disposal of excavated earth lead upto 50m and lift upto 1.5m, as directed by engineer-in-charge. |
| 9 | Sign board to be fixed above angle of chain pannel with tubular pipe and prepainted sheet fixed with machine with screw specification as under steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using strutural steel etc. as required in stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete |
| 10 | Providing and fixing precoated galvanised iron profile sheets ( size, shape and pitch of corrugation as approved by Engineer-in-charge 0.50mm (+0.05%) total coated thickness 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 Engineerin- Charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/vertical or curved surface, excluding the coat of purlins, rafters and trusses and including cutting to size and shape wherever required. |
| 11 | Earth work in excavation by mechanical means(Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan), including getting outand disposal of excavated earth lead upto 50m and lift upto 1.5m, as directed by engineer-in-charge. |
| 12 | Providing and lying cement concrete in retaining walls, return walls, walla (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, suken floor etc, up to floor five level, excluding the cost of 1:5:10 ( 1 cement:5 coarse sand: 10 graded stone aggregate 40mm nominal size |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for :Foundation, footing, bases for columns etc. for mass concrete. |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for : Columns, pillars, Piers, abutments, posts and struts. |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form for :Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 16 | Centering and shuttering including strutting, propping etc. and removal of form for :Suspended floors, roofs, landings, balconies and acess platform. |
| 17 | Providing and laying in positionspecified grade or reinforced cement concrete excluding the cost of centering and shuttering , finishing and reinforcement all work up to plinth level : 1:2:4 (1 cement :2 coarse sand) : 4 graded stone aggregate 20mm nominal size. |
| 18 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level upto floor five level, excluding the cost of centering, shuttering, finshing and reinforcement with 1:1,5:3(1 cement: 1.5 coarse sand) : 3 graded stone aggregate 20mm nominal size. |
| 19 | Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all completed upto plinth levelMild steel and medium tensile steel bars. |
| 20 | 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. |
| 21 | Gate |
| 22 | Providing and fixing precoated galvanised iron profile sheets ( size, shape and pitch of corrugation as approved by Engineer-in-charge 0.50mm (+0.05%) total coated thickness 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 Engineerin- Charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/vertical or curved surface, excluding the coat of purlins, rafters and trusses and including cutting to size and shape wherever required. |
| 23 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50mm(+0.05%) total coated thickness 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 using self drilling/self tapping screws complete.ridges plain (500-600mm) |
| 24 | Providing and laying factory made chamfered edge cement concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc. of required strength, thickness & size/ shape made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator filling the joints with sand and cutting of paver blocks as per required size and pattern,finishing and sweeping extra sand complete all as per direction of Engineer-in - charge. 60mm thick cement concrete paver block of M-35 grade with approved colur, design & pattern. |
| 25 | Stone work ashlar purched (ordinary) in super structure in mortar1:6 (1 white cement: 6 coarse sand) including pointingwith cement mortar 1:2(1 white cement:2 stone dust) with an admixture of pifment matching the stone shade one face dress |
| 26 | Providing and laying in positioncement concrete of specified gradeexcluding the cost of centering and shuttering all work up to plinth level : 1:3:6 (1 cement :3 coarse sand) : 6 graded stone aggregate 20mm nominal size |
| 27 | Earth work in excavation by mechanical means(Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan), including getting outand disposal of excavated earth lead upto 50m and lift upto 1.5m, as directed by engineer-in-charge. |
| 28 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12( 1 cement: 6 coarse sand: 12 graded stone aggrigate 20 mm nominal size) up to plinth level with: cement mortar 1:6 ( 1 cement: 6 coarse sand |
| 29 | Supply, filling, spreading levelling, stone boulders |
| 30 | Providing/laying high density polythene under concrete |
| 31 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- all work up to plinth level 1:3:6 (one cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size. |
| 32 | Centering and shuttering including strutting, propping etc. and removal of form for retaining walls, return walls, walla (any thickness) including attached pilasters, buttresses, plinth, and string courses fillets, kerbs, and steps etc. |
| 33 | Providing and laying in cement concrete of specified grade excluding the cost of Centering and shuttering - all work upto plinth level. 1:2:4 ( 1 cement;2 coarse sand: 4 graded stone aggregate 20mm nominal size. |
| 34 | Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all completed upto plinth levelMild steel and medium tensile steel bars. |
| 35 | Provding and fixing on wall face unplsticised rigid PVC rain water pipes conforming to IS: 13592 Type A, including jointing with seal ring conforming to IS: 5382, leaving 10mm gap for thermal expansion,(i) Singlesocketed pipes 110 mm diameter |
| 36 | Earth work in excavation by mechanical means(Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan), including getting outand disposal of excavated earth lead upto 50m and lift upto 1.5m, as directed by engineer-in-charge. |
| 37 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12( 1 cement: 6 coarse sand: 12 graded stone aggrigate 20 mm nominal size) up to plinth level with: cement mortar 1:6 ( 1 cement: 6 coarse sand |
| 38 | Supply, filling, spreading levelling, stone boulders |
| 39 | Providing/laying high density polythene under concrete |
| 40 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- all work up to plinth level 1:3:6 (one cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size. |
| 41 | Centering and shuttering including strutting, propping etc. and removal of form for retaining walls, return walls, walla (any thickness) including attached pilasters, buttresses, plinth, and string courses fillets, kerbs, and steps etc. |
| 42 | Providing and laying in cement concrete of specified grade excluding the cost of Centering and shuttering - all work upto plinth level. 1:2:4 ( 1 cement;2 coarse sand: 4 graded stone aggregate 20mm nominal size. |
| 43 | Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all completed upto plinth levelMild steel and medium tensile steel bars. |
| 44 | Provding and fixing on wall face unplsticised rigid PVC rain water pipes conforming to IS: 13592 Type A, including jointing with seal ring conforming to IS: 5382, leaving 10mm gap for thermal expansion,(i) Singlesocketed pipes 110 mm diameter |
| 45 | Earth work in excavation by mechanical means(Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan), including getting outand disposal of excavated earth lead upto 50m and lift upto 1.5m, as directed by engineer-in-charge. |
| 46 | Providing & making Gabion structure with mechanically woven double twisted hexagonal shaped wiire mesh gabion boxes as per IS 16014:2012, MORTTH claause 2500, of required size, mesh type 10x12( D=100mm with toleraance of+- 2%) Zinc coated, mesh wire diameter 3.0mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied@ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in- charge. |
| 47 | Earth work in excavation by mechanical means(Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan), including getting outand disposal of excavated earth lead upto 50m and lift upto 1.5m, as directed by engineer-in-charge. |
| 48 | Providing & making Gabion structure with mechanically woven double twisted hexagonal shaped wiire mesh gabion boxes as per IS 16014:2012, MORTTH claause 2500, of required size, mesh type 10x12( D=100mm with toleraance of+- 2%) Zinc coated, mesh wire diameter 3.0mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied@ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in- charge. |
| 49 | Earth work in excavation by mechanical means(Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan), including getting outand disposal of excavated earth lead upto 50m and lift upto 1.5m, as directed by engineer-in-charge. |
| 50 | Providing & making Gabion structure with mechanically woven double twisted hexagonal shaped wiire mesh gabion boxes as per IS 16014:2012, MORTTH claause 2500, of required size, mesh type 10x12( D=100mm with toleraance of+- 2%) Zinc coated, mesh wire diameter 3.0mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied@ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in- charge. |
| 51 | Earth work in excavation by mechanical means(Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan), including getting outand disposal of excavated earth lead upto 50m and lift upto 1.5m, as directed by engineer-in-charge. |
| 52 | Providing & making Gabion structure with mechanically woven double twisted hexagonal shaped wiire mesh gabion boxes as per IS 16014:2012, MORTTH claause 2500, of required size, mesh type 10x12( D=100mm with toleraance of+- 2%) Zinc coated, mesh wire diameter 3.0mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied@ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in- charge. |
| 53 | Earth work in excavation by mechanical means(Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan), including getting outand disposal of excavated earth lead upto 50m and lift upto 1.5m, as directed by engineer-in-charge. |
| 54 | Providing & making Gabion structure with mechanically woven double twisted hexagonal shaped wiire mesh gabion boxes as per IS 16014:2012, MORTTH claause 2500, of required size, mesh type 10x12( D=100mm with toleraance of+- 2%) Zinc coated, mesh wire diameter 3.0mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied@ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in- charge. |
| 55 | Earth work in excavation by mechanical means(Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan), including getting outand disposal of excavated earth lead upto 50m and lift upto 1.5m, as directed by engineer-in-charge. |
| 56 | Providing & making Gabion structure with mechanically woven double twisted hexagonal shaped wiire mesh gabion boxes as per IS 16014:2012, MORTTH claause 2500, of required size, mesh type 10x12( D=100mm with toleraance of+- 2%) Zinc coated, mesh wire diameter 3.0mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied@ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in- charge. |
