Sales : +91-777 804 8217
| Sl. No. | Item Title | Item Description |
| 1 | DSR No. 1.1.1 Carriage of rubbish of building materials, cinder rubbish, earth and excavated rock, brick bats etc. by mechanical transport including loading , unloading and disposal up to 2.00 Km. | DSR No. 1.1.1 Carriage of rubbish of building materials, cinder rubbish, earth and excavated rock, brick bats etc. by mechanical transport including loading , unloading and disposal up to 2.00 Km. |
| 2 | DSR No. 2.6 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 Sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. | DSR No. 2.6 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 Sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. |
| 3 | DSR No. 2.6.1 All kinds of soil | DSR No. 2.6.1 All kinds of soil |
| 4 | DSR No. 2.7 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 disposal of excavated earth, lead upto 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed. | DSR No. 2.7 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 disposal of excavated earth, lead upto 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed. |
| 5 | DSR No. 2.7.1 Ordinary rock | DSR No. 2.7.1 Ordinary rock |
| 6 | DSR No. 2.7.3 Hard rock (blasting prohibited) | DSR No. 2.7.3 Hard rock (blasting prohibited) |
| 7 | DSR No. 2.8 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. | DSR No. 2.8 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. |
| 8 | DSR No. 2.8.1 All kind of soil | DSR No. 2.8.1 All kind of soil |
| 9 | DSR No. 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth: consolidating Each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m | DSR No. 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth: consolidating Each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m |
| 10 | DSR No. 2.25(a) Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | DSR No. 2.25(a) Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 11 | DSR 2018 2.26 Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. | DSR 2018 2.26 Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. |
| 12 | DSR No. 2.26.1 All kinds of soil | DSR No. 2.26.1 All kinds of soil |
| 13 | DSR No. 2.26.2 Ordinary or hard rock | DSR No. 2.26.2 Ordinary or hard rock |
| 14 | DSR No.2.27- Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | DSR No.2.27- Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 15 | DSR No. 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level | DSR No. 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level |
| 16 | DSR 2018/4.1.2 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) | DSR 2018/4.1.2 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 17 | DSR No. 4.1.3 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | DSR No. 4.1.3 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 18 | DSR No. 4.1.8 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | DSR No. 4.1.8 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 19 | DSR No.4.2- Providing and laying cement concrete in retaining walls, return walls, walls (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, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: | DSR No.4.2- Providing and laying cement concrete in retaining walls, return walls, walls (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, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: |
| 20 | DSR No 4.2.2 1:1½:3 (1 cement : 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). | DSR No 4.2.2 1:1½:3 (1 cement : 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 21 | DSR No.4.2.3- 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | DSR No.4.2.3- 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) |
| 22 | DSR No. 4.12 Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. | DSR No. 4.12 Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. |
| 23 | DSR No. 4.14 Extra for concrete work in superstructure above floor V level for Each four floors or part thereof | DSR No. 4.14 Extra for concrete work in superstructure above floor V level for Each four floors or part thereof |
| 24 | DSR No.5.1- Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : | DSR No.5.1- Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : |
| 25 | DSR No.5.1.2- 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) | DSR No.5.1.2- 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) |
| 26 | DSR No.5.1.3- 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | DSR No.5.1.3- 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) |
| 27 | DSR No. 5.2 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 cost of centering, shuttering, finishing and reinforcement | DSR No. 5.2 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 cost of centering, shuttering, finishing and reinforcement |
| 28 | DSR No. 5.2.2 1:1.5:3 (1 Cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | DSR No. 5.2.2 1:1.5:3 (1 Cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 29 | DSR No. 5.3 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) | DSR No. 5.3 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) |
| 30 | DSR No. 5.9 Centering and shuttering including strutting, propping etc. and removal of form for : | DSR No. 5.9 Centering and shuttering including strutting, propping etc. and removal of form for : |
| 31 | DSR No. 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete | DSR No. 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete |
| 32 | DSR No. 5.9.3 Suspended floors, roofs, landings, balconies and access platform. | DSR No. 5.9.3 Suspended floors, roofs, landings, balconies and access platform. |
| 33 | DSR No. 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers | DSR No. 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 34 | DSR No. 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts | DSR No. 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts |
| 35 | DSR No. 5.11 Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 meter or part thereof (Plan area to be measured) | DSR No. 5.11 Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 meter or part thereof (Plan area to be measured) |
| 36 | DSR No. 5.11.1 Suspended floors, roofs, landing, beams and balconies(Plan area to be measured) | DSR No. 5.11.1 Suspended floors, roofs, landing, beams and balconies(Plan area to be measured) |
| 37 | DSR No. 5.19 Encasing rolled steel sections, in beams and columns, with cement concrete 1:2:4 (1 Cement : 2 coarse sand : 4 stone aggregate 12.5mm nominal size) including centering and shuttering complete but excluding cost of reinforcement. | DSR No. 5.19 Encasing rolled steel sections, in beams and columns, with cement concrete 1:2:4 (1 Cement : 2 coarse sand : 4 stone aggregate 12.5mm nominal size) including centering and shuttering complete but excluding cost of reinforcement. |
| 38 | DSR No. 5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | DSR No. 5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 39 | DSR No.5.22A.6- Thermo-Mechanically Treated bars of grade Fe-500D or more. | DSR No.5.22A.6- Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 40 | DSR No.5.26- Providing and filling in position, blown bitumen in expansion joints. | DSR No.5.26- Providing and filling in position, blown bitumen in expansion joints. |
| 41 | DSR No. 5.27 Providing and filling in position bitumen mix filler of Proportion 80 kg. of hot bitumen, 1 kg. of cement and 0.25 cubic meter of coarse sand for expansion joints. | DSR No. 5.27 Providing and filling in position bitumen mix filler of Proportion 80 kg. of hot bitumen, 1 kg. of cement and 0.25 cubic meter of coarse sand for expansion joints. |
| 42 | DSR No.5.29- Providing and fixing sheet covering over expansion joints with iron screws as per design. | DSR No.5.29- Providing and fixing sheet covering over expansion joints with iron screws as per design. |
| 43 | DSR No.5.29.2- Aluminium fluted strips 3.15 mm thick. | DSR No.5.29.2- Aluminium fluted strips 3.15 mm thick. |
| 44 | DSR No.5.29.2.2- 200 mm wide | DSR No.5.29.2.2- 200 mm wide |
| 45 | DSR No. 5.37 Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade forreinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of 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 the Engineer-in-charge.(Note :- Cement content considered in this item is @ 330 kg/ Cum.Excess/less cement used as per design mix is payable/recoverable separately). | DSR No. 5.37 Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade forreinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of 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 the Engineer-in-charge.(Note :- Cement content considered in this item is @ 330 kg/ Cum.Excess/less cement used as per design mix is payable/recoverable separately). |
| 46 | DSR No. 5.37.1 All works upto plinth level | DSR No. 5.37.1 All works upto plinth level |
| 47 | DSR No. 5.37.2 All works above plinth level upto floor V level | DSR No. 5.37.2 All works above plinth level upto floor V level |
| 48 | DSR No.5.38 Extra for R.C.C./ B.M.C/ R.M.C. work above floor V level for Each four floors or part thereof. | DSR No.5.38 Extra for R.C.C./ B.M.C/ R.M.C. work above floor V level for Each four floors or part thereof. |
| 49 | DSR No. 6.1 Brickwork with common burnt clay FPS(non-modular) bricks of class designation 7.5 in foundation and plinth in: | DSR No. 6.1 Brickwork with common burnt clay FPS(non-modular) bricks of class designation 7.5 in foundation and plinth in: |
| 50 | DSR No.6.1.1- Cement mortar 1:4 (1 cement : 4 coarse sand) | DSR No.6.1.1- Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 51 | DSR No. 6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) | DSR No. 6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 52 | DSR No. 6.4 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : | DSR No. 6.4 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : |
| 53 | DSR No.6.4.1- Cement mortar 1:4 (1 cement : 4 coarse sand) | DSR No.6.4.1- Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 54 | DSR No. 6.4.2 Cement mortar 1:6 (1:cement : 6coarse sand ) | DSR No. 6.4.2 Cement mortar 1:6 (1:cement : 6coarse sand ) |
| 55 | DSR No. 6.5 Extra brick work/AAC block masonry/Tile brick masonry in superstructure above floor V level, for Each four floors or part thereof by mechanical means. | DSR No. 6.5 Extra brick work/AAC block masonry/Tile brick masonry in superstructure above floor V level, for Each four floors or part thereof by mechanical means. |
| 56 | DSR No. 6.12 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : | DSR No. 6.12 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : |
| 57 | DSR No. 6.12.2 Cement mortar 1:4 (1 Cement : 4 coarse sand) | DSR No. 6.12.2 Cement mortar 1:4 (1 Cement : 4 coarse sand) |
| 58 | DSR No. 6.13 Half brick masonry with common burnt clay FPS (nonmodular )bricks of class designation 7.5 in super structure above plinth level up to floor V level | DSR No. 6.13 Half brick masonry with common burnt clay FPS (nonmodular )bricks of class designation 7.5 in super structure above plinth level up to floor V level |
| 59 | DSR No. 6.13.2 Cement mortar 1:4 (1cement :4coarse sand) | DSR No. 6.13.2 Cement mortar 1:4 (1cement :4coarse sand) |
| 60 | DSR No. 6.14 Extra for half brick masonry in superstructure, above floor V level for every four floors or part thereof by mechanical means. | DSR No. 6.14 Extra for half brick masonry in superstructure, above floor V level for every four floors or part thereof by mechanical means. |
| 61 | DSR No. 6.32 Brick work with clay flyash F.P.S. (non modular) brick of class designation 7.5 in superstructure above plinth level up to floor five level in : | DSR No. 6.32 Brick work with clay flyash F.P.S. (non modular) brick of class designation 7.5 in superstructure above plinth level up to floor five level in : |
| 62 | 6.32.1 Cement mortar 1:4 (1 cement : 4 coarse sand) | 6.32.1 Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 63 | DSR No.6.45- Half brick masonry with non modular fly ash bricks of class designation 10, conformingio IS :12894, in super structure above plinth and upto floor V level. | DSR No.6.45- Half brick masonry with non modular fly ash bricks of class designation 10, conformingio IS :12894, in super structure above plinth and upto floor V level. |
| 64 | DSR 6.45.2 Cement mortar 1 : 4 (1 cement : 4 coarse sand) | DSR 6.45.2 Cement mortar 1 : 4 (1 cement : 4 coarse sand) |
| 65 | DSR No. 7.1 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 aggregate 20mm nominal size) at plinth level with : | DSR No. 7.1 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 aggregate 20mm nominal size) at plinth level with : |
| 66 | DSR No. 7.1.1 Cement mortar 1:6 (1 Cement : 6 coarse sand) | DSR No. 7.1.1 Cement mortar 1:6 (1 Cement : 6 coarse sand) |
| 67 | DSR No. 7.2 Random rubble masonry with hard stone in superstructure above plinth level and up to floor five level, including levelling up with cement concrete 1:6:12 (1Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at window sills level and the like. | DSR No. 7.2 Random rubble masonry with hard stone in superstructure above plinth level and up to floor five level, including levelling up with cement concrete 1:6:12 (1Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at window sills level and the like. |
| 68 | DSR No. 7.2.1 Cement mortar 1:6 (1 Cement : 6 coarse sand) | DSR No. 7.2.1 Cement mortar 1:6 (1 Cement : 6 coarse sand) |
| 69 | DSR NO. 8.2 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. | DSR NO. 8.2 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. |
| 70 | DSR NO. 8.2.2 Granite of any colour and shade | DSR NO. 8.2.2 Granite of any colour and shade |
| 71 | DSR NO. 8.2.2.1 Area of slab upto 0.50 Sqm | DSR NO. 8.2.2.1 Area of slab upto 0.50 Sqm |
| 72 | DSR NO. 8.2.2.2 Area of slab over 0.50 Sqm | DSR NO. 8.2.2.2 Area of slab over 0.50 Sqm |
| 73 | DSR No. 8.31 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per Sqm, including pointing in white cement mixed with pigment of matching shade complete. | DSR No. 8.31 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per Sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 74 | DSR NO. 9.1 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately). | DSR NO. 9.1 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately). |
| 75 | DSR NO. 9.1.1 Second class teak wood | DSR NO. 9.1.1 Second class teak wood |
| 76 | DSR NO. 9.1.2 Sal wood | DSR NO. 9.1.2 Sal wood |
| 77 | DSR NO. 9.1.3Kiln seasoned and chemically treated hollock wood | DSR NO. 9.1.3Kiln seasoned and chemically treated hollock wood |
| 78 | DSR No.9.3- Providing wood work in frames of false ceiling, partitions etc. sawn and fixed in position with necessary stainless steel screws etc. | DSR No.9.3- Providing wood work in frames of false ceiling, partitions etc. sawn and fixed in position with necessary stainless steel screws etc. |
| 79 | DSR No.9.3.2- Kiln seasoned and chemically treated hollock wood | DSR No.9.3.2- Kiln seasoned and chemically treated hollock wood |
| 80 | DSR NO. 9.5 Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. | DSR NO. 9.5 Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. |
| 81 | DSR NO. 9.5.2 Kiln seasoned and chemically treated hollock wood | DSR NO. 9.5.2 Kiln seasoned and chemically treated hollock wood |
| 82 | DSR NO. 9.5.2.1 35 mm thick shutters | DSR NO. 9.5.2.1 35 mm thick shutters |
| 83 | DSR NO. 9.5.2.2 30 mm thick shutters | DSR NO. 9.5.2.2 30 mm thick shutters |
| 84 | DSR No. 9.7 Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick : | DSR No. 9.7 Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick : |
| 85 | DSR No. 9.7.2 Kiln seasoned and chemically treated hollock wood | DSR No. 9.7.2 Kiln seasoned and chemically treated hollock wood |
| 86 | DSR No. 9.7.8 Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4 mm wide aperture with matching wood beading | DSR No. 9.7.8 Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4 mm wide aperture with matching wood beading |
| 87 | DSR No.9.9- Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. | DSR No.9.9- Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. |
| 88 | DSR No.9.9.2- Kiln seasoned and chemically treated hollock wood | DSR No.9.9.2- Kiln seasoned and chemically treated hollock wood |
| 89 | DSR No.9.9.2.1- 35 mm thick | DSR No.9.9.2.1- 35 mm thick |
| 90 | DSR NO. 9.16 Providing and fixing 25 mm thick shutters for cup-board etc. | DSR NO. 9.16 Providing and fixing 25 mm thick shutters for cup-board etc. |
| 91 | DSR NO. 9.16.1.1 Second class teak wood including ISI marked anodized aluminium butt hinges with necessary screws | DSR NO. 9.16.1.1 Second class teak wood including ISI marked anodized aluminium butt hinges with necessary screws |
| 92 | DSR NO. 9.21 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters : | DSR NO. 9.21 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters : |
| 93 | DSR NO. 9.21.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | DSR NO. 9.21.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 94 | DSR No.9.21.2- 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | DSR No.9.21.2- 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 95 | DSR No.9.21.3- 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws | DSR No.9.21.3- 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws |
| 96 | DSR No. 9.42 Providing and fixing 18 mm thick, 150 mm wide pelmet of flat pressed 3 layer or graded wood particle board medium density grade I, IS : 3087 marked, including top cover of 6 mm commercial ply wood conforming to IS: 303 BWR grade, nickel plated M.S. pipe 20 mm dia ( heavy type) curtain rod with nickel plated brackets, including fixing with 25x3 mm M.S. flat 10 cm long fixed to pelmet with hollock wood cleats of size 100 mm x 40 mm x 40 mm on both inner side of pelmet and rawl plugs 75 mm long etc. all complete. | DSR No. 9.42 Providing and fixing 18 mm thick, 150 mm wide pelmet of flat pressed 3 layer or graded wood particle board medium density grade I, IS : 3087 marked, including top cover of 6 mm commercial ply wood conforming to IS: 303 BWR grade, nickel plated M.S. pipe 20 mm dia ( heavy type) curtain rod with nickel plated brackets, including fixing with 25x3 mm M.S. flat 10 cm long fixed to pelmet with hollock wood cleats of size 100 mm x 40 mm x 40 mm on both inner side of pelmet and rawl plugs 75 mm long etc. all complete. |
| 97 | DSR No 9.47 Providing and fixing nickel plated M.S. pipe curtain rods with nickel plated brackets : | DSR No 9.47 Providing and fixing nickel plated M.S. pipe curtain rods with nickel plated brackets : |
| 98 | DSR No 9.47.2 25 mm dia (heavy type) | DSR No 9.47.2 25 mm dia (heavy type) |
| 99 | DSR No. 9.50 Providing and fixing hard drawn steel wire fabric 75x25 mm mesh of weight not less than 7.75 Kg per Sqm to window frames etc. including 62x19 mm beading of second class teak wood and priming coat of pproved steel primer to all complete. | DSR No. 9.50 Providing and fixing hard drawn steel wire fabric 75x25 mm mesh of weight not less than 7.75 Kg per Sqm to window frames etc. including 62x19 mm beading of second class teak wood and priming coat of pproved steel primer to all complete. |
| 100 | DSR No. 9.51 Providing and fixing fly proof galvanized M.S. wire gauze to windows and clerestory windows using galvanized M.S. wire gage with average width of aperture 1.4 mm in both directions with wire of dia. 0.63 mm. | DSR No. 9.51 Providing and fixing fly proof galvanized M.S. wire gauze to windows and clerestory windows using galvanized M.S. wire gage with average width of aperture 1.4 mm in both directions with wire of dia. 0.63 mm. |
| 101 | DSR No. 9.51.1 With 2nd class teak wood beading 62x19 mm | DSR No. 9.51.1 With 2nd class teak wood beading 62x19 mm |
| 102 | DSR No. 9.51.2 With 12 mm mild steel U beading. | DSR No. 9.51.2 With 12 mm mild steel U beading. |
| 103 | DSR No.9.53- Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). | DSR No.9.53- Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). |
| 104 | DSR No. 9.55 Providing and fixing ISI marked oxidized M.S. pressed butt hinges with necessary screws etc. complete. | DSR No. 9.55 Providing and fixing ISI marked oxidized M.S. pressed butt hinges with necessary screws etc. complete. |
| 105 | DSR No. 9.55.1 125x65x2.12 mm | DSR No. 9.55.1 125x65x2.12 mm |
| 106 | DSR No. 9.55.2 100x58x1.90 mm | DSR No. 9.55.2 100x58x1.90 mm |
| 107 | DSR No. 9.55.3 75x47x1.70 mm | DSR No. 9.55.3 75x47x1.70 mm |
| 108 | DSR No. 9.55.4 50x37x1.50 mm | DSR No. 9.55.4 50x37x1.50 mm |
| 109 | DSR No.9.59- Providing and fixing oxidised M.S. single acting spring hinges with necessary screws etc. complete. | DSR No.9.59- Providing and fixing oxidised M.S. single acting spring hinges with necessary screws etc. complete. |
| 110 | DSR No.9.59.1- 150 mm | DSR No.9.59.1- 150 mm |
| 111 | DSR No. 9.60 Providing and fixing oxidized M.S. double acting springhinges with necessary screws etc. complete. | DSR No. 9.60 Providing and fixing oxidized M.S. double acting springhinges with necessary screws etc. complete. |
| 112 | DSR No. 9.60.1 150 mm | DSR No. 9.60.1 150 mm |
| 113 | DSR No. 9.60.2 125 mm | DSR No. 9.60.2 125 mm |
| 114 | DSR No. 9.60.3 100 mm | DSR No. 9.60.3 100 mm |
| 115 | DSR No. 9.62 Providing and fixing ISI marked oxidized M.S. sliding door bolts with nuts and screws etc. complete : | DSR No. 9.62 Providing and fixing ISI marked oxidized M.S. sliding door bolts with nuts and screws etc. complete : |
| 116 | DSR No. 9.62.1 300x16 mm | DSR No. 9.62.1 300x16 mm |
| 117 | DSR No. 9.62.2 250x16mm | DSR No. 9.62.2 250x16mm |
| 118 | DSR No. 9.63 Providing and fixing ISI marked oxidized M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : | DSR No. 9.63 Providing and fixing ISI marked oxidized M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : |
| 119 | DSR No. 9.63.1 250x10 mm | DSR No. 9.63.1 250x10 mm |
| 120 | DSR No. 9.63.2 200x10mm | DSR No. 9.63.2 200x10mm |
| 121 | DSR No. 9.63.3 150x10 mm | DSR No. 9.63.3 150x10 mm |
| 122 | DSR No. 9.63.4 100x10 mm | DSR No. 9.63.4 100x10 mm |
| 123 | DSR No. 9.66 Providing and fixing ISI marked oxidized M.S. handles conforming to IS:4992 with necessary screws etc.complete: | DSR No. 9.66 Providing and fixing ISI marked oxidized M.S. handles conforming to IS:4992 with necessary screws etc.complete: |
| 124 | DSR No. 9.66.1 125 mm | DSR No. 9.66.1 125 mm |
| 125 | DSR No. 9.66.2 100 mm | DSR No. 9.66.2 100 mm |
| 126 | DSR No. 9.66.3 75 mm | DSR No. 9.66.3 75 mm |
| 127 | DSR No.9.70- Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : | DSR No.9.70- Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : |
| 128 | DSR No.9.70.1- 125x64x1.90 mm | DSR No.9.70.1- 125x64x1.90 mm |
| 129 | DSR No.9.70.2- 100X58X1.90 mm | DSR No.9.70.2- 100X58X1.90 mm |
| 130 | DSR No.9.70.3- 75x47x1.80 mm | DSR No.9.70.3- 75x47x1.80 mm |
| 131 | DSR No. 9.84 Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete | DSR No. 9.84 Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete |
| 132 | DSR No.9.95- Providing and fixing ISI marked aluminium butt hinges anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with necessary screws etc. complete: | DSR No.9.95- Providing and fixing ISI marked aluminium butt hinges anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with necessary screws etc. complete: |
| 133 | DSR No.9.95.1- 125x75x4 mm | DSR No.9.95.1- 125x75x4 mm |
| 134 | DSR No.9.95.2- 125x63x4 mm | DSR No.9.95.2- 125x63x4 mm |
| 135 | DSR No.9.95.3- 100x75x4 mm | DSR No.9.95.3- 100x75x4 mm |
| 136 | DSR No.9.95.4- 100x63x4 mm | DSR No.9.95.4- 100x63x4 mm |
| 137 | DSR No.9.95.5- 100x63x3.2 mm | DSR No.9.95.5- 100x63x3.2 mm |
| 138 | DSR No.9.95.6- 75x63x4 mm | DSR No.9.95.6- 75x63x4 mm |
| 139 | DSR No.9.95.7- 75x63x3.2 mm | DSR No.9.95.7- 75x63x3.2 mm |
| 140 | DSR No. 9.96 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 : | DSR No. 9.96 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 : |
| 141 | DSR No. 9.96.1 300x16 mm | DSR No. 9.96.1 300x16 mm |
| 142 | DSR No. 9.96.2 250x16mm | DSR No. 9.96.2 250x16mm |
| 143 | DSR No. 9.97 Providing and fixing aluminium tower 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 necessary screws etc. complete : | DSR No. 9.97 Providing and fixing aluminium tower 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 necessary screws etc. complete : |
| 144 | DSR No. 9.97.1 300x10mm | DSR No. 9.97.1 300x10mm |
| 145 | DSR No. 9.97.2 250x10mm | DSR No. 9.97.2 250x10mm |
| 146 | DSR No. 9.97.3 200x10mm | DSR No. 9.97.3 200x10mm |
| 147 | DSR No. 9.97.4 150x10mm | DSR No. 9.97.4 150x10mm |
| 148 | DSR No. 9.97.5 100x10mm | DSR No. 9.97.5 100x10mm |
| 149 | DSR No. 9.100 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete | DSR No. 9.100 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete |
| 150 | DSR No. 9.100.1 125 mm | DSR No. 9.100.1 125 mm |
| 151 | DSR No. 9.100.2 100 mm | DSR No. 9.100.2 100 mm |
| 152 | DSR No. 9.100.3 75 mm | DSR No. 9.100.3 75 mm |
| 153 | DSR No. 9.101 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. | DSR No. 9.101 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. |
| 154 | DSR No. 9.101.1 Single rubber stopper | DSR No. 9.101.1 Single rubber stopper |
| 155 | DSR No. 9.101.2 Twin rubber stopper | DSR No. 9.101.2 Twin rubber stopper |
| 156 | DSR No.9.104- Providing and fixing aluminium tee channels (heavy duty) with rollers & stop end in pelmets as curtain rod. | DSR No.9.104- Providing and fixing aluminium tee channels (heavy duty) with rollers & stop end in pelmets as curtain rod. |
| 157 | DSR No.9.151- Providing and fixing steel roller for uPVC sliding window with necessary screws etc. complete. | DSR No.9.151- Providing and fixing steel roller for uPVC sliding window with necessary screws etc. complete. |
| 158 | DSR No. 10.1 Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | DSR No. 10.1 Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 159 | DSR No. 10.2 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. | DSR No. 10.2 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. |
| 160 | DSR No.10.3- Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. | DSR No.10.3- Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. |
| 161 | DSR No.10.4- Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer. | DSR No.10.4- Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer. |
| 162 | DSR No. 10.6 Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thicknessfor rolling shutters. | DSR No. 10.6 Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thicknessfor rolling shutters. |
| 163 | DSR No. 10.6.1 80x1.25 mm M.S. laths with 1.25 mm thick top cover | DSR No. 10.6.1 80x1.25 mm M.S. laths with 1.25 mm thick top cover |
| 164 | DSR No.10.7- Providing and fixing ball bearing for rolling shutters. | DSR No.10.7- Providing and fixing ball bearing for rolling shutters. |
| 165 | DSR No. 10.8 Extra for providing mechanical device chain and crank operation for operating rolling shutters. | DSR No. 10.8 Extra for providing mechanical device chain and crank operation for operating rolling shutters. |
| 166 | DSR No. 10.8.1 Exceeding 10.00 Sqm and upto 16.80 Sqm in the area | DSR No. 10.8.1 Exceeding 10.00 Sqm and upto 16.80 Sqm in the area |
| 167 | DSR No.10.8.2- Exceeding 16.80 Sqm in area | DSR No.10.8.2- Exceeding 16.80 Sqm in area |
| 168 | DSR No.10.9- Extra for providing grilled rolling shutters manufactured out of 8 mm dia M.S. bar instead of laths as per design approved by Engineer-in- charge, (area of grill to be measured). | DSR No.10.9- Extra for providing grilled rolling shutters manufactured out of 8 mm dia M.S. bar instead of laths as per design approved by Engineer-in- charge, (area of grill to be measured). |
| 169 | DSR No.10.12- Extra for providing and fixing steel beading of size 10 x 10 x 1.6 mm (box type), approved shape and section with screws instead of glazing clips and metal sash putty, in steel doors, windows, ventilators and composite units. | DSR No.10.12- Extra for providing and fixing steel beading of size 10 x 10 x 1.6 mm (box type), approved shape and section with screws instead of glazing clips and metal sash putty, in steel doors, windows, ventilators and composite units. |
| 170 | DSR No.10.13- Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. | DSR No.10.13- Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. |
| 171 | DSR No.10.13.1- Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | DSR No.10.13.1- Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). |
| 172 | DSR No.10.20- Providing and fixing bolts including nuts and washers complete. | DSR No.10.20- Providing and fixing bolts including nuts and washers complete. |
| 173 | DSR No.10.21- Providing and fixing M.S. rivets of sizes in position. | DSR No.10.21- Providing and fixing M.S. rivets of sizes in position. |
| 174 | DSR No.10.22- Welding by gas or electric plant including transportation of plant at site etc. complete. | DSR No.10.22- Welding by gas or electric plant including transportation of plant at site etc. complete. |
| 175 | DSR No. 11.2 Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. | DSR No. 11.2 Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. |
| 176 | DSR No. 11.3 Cement concrete flooring 1:2:4 (1 cement : 2 coarse 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. | DSR No. 11.3 Cement concrete flooring 1:2:4 (1 cement : 2 coarse 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. |
| 177 | DSR No. 11.3.1 40 mm thick with 20 mm nominal size stone aggregate | DSR No. 11.3.1 40 mm thick with 20 mm nominal size stone aggregate |
| 178 | DSR No. 11.21 Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge. | DSR No. 11.21 Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge. |
| 179 | DSR No. 11.21.1 In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) | DSR No. 11.21.1 In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) |
| 180 | DSR No. 11.21.1.1 Acid and alkali resistant tile | DSR No. 11.21.1.1 Acid and alkali resistant tile |
| 181 | DSR No. 11.21.2 In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) | DSR No. 11.21.2 In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) |
| 182 | DSR No. 11.21.2.1 Acid and alkali resistant tile | DSR No. 11.21.2.1 Acid and alkali resistant tile |
| 183 | DSR No. 11.23 Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with : | DSR No. 11.23 Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with : |
| 184 | DSR No. 11.23.1 Makrana White Second quality | DSR No. 11.23.1 Makrana White Second quality |
| 185 | DSR No.11.39- Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement: 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/Sqm including grouting the joints with white cement and matching pigments etc.complete. | DSR No.11.39- Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement: 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/Sqm including grouting the joints with white cement and matching pigments etc.complete. |
| 186 | DSR No. 11.41 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete. | DSR No. 11.41 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete. |
| 187 | DSR No. 11.41.2 Size of Tile 600x600 mm | DSR No. 11.41.2 Size of Tile 600x600 mm |
| 188 | DSR NO. 11.55 Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : | DSR NO. 11.55 Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : |
| 189 | DSR NO. 11.55.1 Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | DSR NO. 11.55.1 Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. |
| 190 | DSR No. 13.4 12 mm cement plaster of mix : | DSR No. 13.4 12 mm cement plaster of mix : |
| 191 | DSR No. 13.4.1 1:4 (1 cement: 4 coarse sand) | DSR No. 13.4.1 1:4 (1 cement: 4 coarse sand) |
| 192 | DSR No. 13.4.2 1:6 (1 cement: 6 coarse sand) | DSR No. 13.4.2 1:6 (1 cement: 6 coarse sand) |
| 193 | DSR No. 13.5 15 mm cement plaster on rough side of single or half brick wall of mix | DSR No. 13.5 15 mm cement plaster on rough side of single or half brick wall of mix |
| 194 | DSR No. 13.5.2 1:6 (1 cement: 6 coarse sand) | DSR No. 13.5.2 1:6 (1 cement: 6 coarse sand) |
| 195 | DSR No. 13.6 20 mm cement plaster of mix : | DSR No. 13.6 20 mm cement plaster of mix : |
| 196 | DSR No. 13.6.1 1:4 (1 cement: 4 coarse sand) | DSR No. 13.6.1 1:4 (1 cement: 4 coarse sand) |
| 197 | DSR No 13.16 6 mm cement plaster of mix : | DSR No 13.16 6 mm cement plaster of mix : |
| 198 | DSR No.13.16.1- 1:3 (1 cement : 3 fine sand) | DSR No.13.16.1- 1:3 (1 cement : 3 fine sand) |
| 199 | DSR No. 13.18 Neat cement punning. | DSR No. 13.18 Neat cement punning. |
| 200 | DSR No. 14.1 Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground within 50 Metres lead : | DSR No. 14.1 Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground within 50 Metres lead : |
| 201 | DSR No. 14.1.2 With cement mortar 1:4 (1cement: 4 coarse sand) | DSR No. 14.1.2 With cement mortar 1:4 (1cement: 4 coarse sand) |
| 202 | DSR No. 14.2 Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embedding hold fasts in cement concrete blocks of size 15 x 10 x 10 cm with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete, including disposal of rubbish to the dumping ground within 50 meters lead : | DSR No. 14.2 Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embedding hold fasts in cement concrete blocks of size 15 x 10 x 10 cm with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete, including disposal of rubbish to the dumping ground within 50 meters lead : |
| 203 | DSR No. 14.2.1 Door chowkhats | DSR No. 14.2.1 Door chowkhats |
| 204 | DSR No. 14.2.2 Window chowkhats | DSR No. 14.2.2 Window chowkhats |
| 205 | DSR No. 14.2.3 Clerestory window chowkhats | DSR No. 14.2.3 Clerestory window chowkhats |
| 206 | DSR No.14.3- Fixing chowkhat in existing opening in brick/ RCC wall with dash fasteners/Chemical fasteners of appropriate size (3 nos on Each vertical member of door chowkhat and 2 nos on Each vertical member of window chowkhats), including Cost of dash fasteners/ chemical fastener. | DSR No.14.3- Fixing chowkhat in existing opening in brick/ RCC wall with dash fasteners/Chemical fasteners of appropriate size (3 nos on Each vertical member of door chowkhat and 2 nos on Each vertical member of window chowkhats), including Cost of dash fasteners/ chemical fastener. |
| 207 | DSR No. 14.4 Making the opening in brick masonry including dismantling in floor or walls by cutting masonry and making good the damages to walls, flooring and jambs complete, to match existing surface i/c disposal of mulba/ rubbish to the nearest municipal dumping ground. | DSR No. 14.4 Making the opening in brick masonry including dismantling in floor or walls by cutting masonry and making good the damages to walls, flooring and jambs complete, to match existing surface i/c disposal of mulba/ rubbish to the nearest municipal dumping ground. |
| 208 | DSR No. 14.4.1 For door/ window/ clerestory window | DSR No. 14.4.1 For door/ window/ clerestory window |
| 209 | DSR No. 14.5 Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: | DSR No. 14.5 Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: |
| 210 | DSR No. 14.5.1 Float glass panes of thickness 4 mm | DSR No. 14.5.1 Float glass panes of thickness 4 mm |
| 211 | DSR No. 14.5.2 Float glass panes of thickness 5.5 mm | DSR No. 14.5.2 Float glass panes of thickness 5.5 mm |
| 212 | DSR No. 14.9 Renewal of old putty of glass panes (length) | DSR No. 14.9 Renewal of old putty of glass panes (length) |
| 213 | DSR No. 14.10 Refixing old glass panes with putty and nails | DSR No. 14.10 Refixing old glass panes with putty and nails |
| 214 | DSR No.14.72- Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer in-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. | DSR No.14.72- Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer in-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. |
| 215 | DSR 2018/14.78 Cleaning of under ground sump, Over Head R.C.C. Tank ( independent staging) including disposal of slit and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consist following operations:-(i)Tank shall be emptied of water by pumping & bottom shall be cleaned of silt and other deposits.(ii) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water.(iii) Chlorination of RCC internal surface by liquid chlorine.(iv) The treated surface shall be dried using air jetting and all loose particles shall be removal from the surface.(v) Finally the surface shall be treated with ultraviolet radiation etc. as per direction of Engineer-in-Charge. | DSR 2018/14.78 Cleaning of under ground sump, Over Head R.C.C. Tank ( independent staging) including disposal of slit and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consist following operations:-(i)Tank shall be emptied of water by pumping & bottom shall be cleaned of silt and other deposits.(ii) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water.(iii) Chlorination of RCC internal surface by liquid chlorine.(iv) The treated surface shall be dried using air jetting and all loose particles shall be removal from the surface.(v) Finally the surface shall be treated with ultraviolet radiation etc. as per direction of Engineer-in-Charge. |
| 216 | DSR 2018/14.81 Cutting holes of required size in brick masonry wall for fixing of exhaust fan including providing and fixing 300 mm dia PVC pipe conforming BIS-12818 and making good the same etc. complete as per direction of Engineer-in-charge. | DSR 2018/14.81 Cutting holes of required size in brick masonry wall for fixing of exhaust fan including providing and fixing 300 mm dia PVC pipe conforming BIS-12818 and making good the same etc. complete as per direction of Engineer-in-charge. |
| 217 | DSR 2018/14.83 Hacking of CC flooring including cleaning for surface etc. complete as per direction of the Engineer-in-Charge. | DSR 2018/14.83 Hacking of CC flooring including cleaning for surface etc. complete as per direction of the Engineer-in-Charge. |
| 218 | DSR No.14.85- Taking out existing wooden door shutter, repair by cutting, painting etc. and refixing of repaired door shutters to existing door frames, including replacement of hinges with screws, etc. as required, all complete as per the direction of the Engineer-in-charge. | DSR No.14.85- Taking out existing wooden door shutter, repair by cutting, painting etc. and refixing of repaired door shutters to existing door frames, including replacement of hinges with screws, etc. as required, all complete as per the direction of the Engineer-in-charge. |
| 219 | DSR No. 15.2 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 Metres lead as per direction of Engineer - in - charge. | DSR No. 15.2 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 Metres lead as per direction of Engineer - in - charge. |
| 220 | DSR No. 15.2.1 Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | DSR No. 15.2.1 Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 221 | DSR No. 15.2.2 Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) | DSR No. 15.2.2 Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) |
| 222 | DSR No. 15.3 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 Metres lead as per direction of Engineer - in- charge. | DSR No. 15.3 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 Metres lead as per direction of Engineer - in- charge. |
| 223 | DSR No. 15.5 Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer - in -charge. | DSR No. 15.5 Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer - in -charge. |
| 224 | DSR No. 15.7 Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 Metres lead as per direction of Engineer-in-charge. | DSR No. 15.7 Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 Metres lead as per direction of Engineer-in-charge. |
| 225 | DSR No. 15.7.4 In cement mortar | DSR No. 15.7.4 In cement mortar |
| 226 | DSR No. 15.34 Dismantling and stacking within 50 Metres lead, fencing posts or struts including all earth work and dismantling of concrete etc. in base of : | DSR No. 15.34 Dismantling and stacking within 50 Metres lead, fencing posts or struts including all earth work and dismantling of concrete etc. in base of : |
| 227 | DSR No. 15.34.1 T' or 'L' iron or pipe | DSR No. 15.34.1 T' or 'L' iron or pipe |
| 228 | DSR No. 15.34.2 RCC | DSR No. 15.34.2 RCC |
| 229 | DSR 2018/15.18 Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 Metres lead. | DSR 2018/15.18 Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 Metres lead. |
| 230 | DSR 2018/15.20 Extra for dismantling trusses, rafters, purlins etc. of steel work for every additional span of one Metre or part thereof beyond 10 Metres | DSR 2018/15.20 Extra for dismantling trusses, rafters, purlins etc. of steel work for every additional span of one Metre or part thereof beyond 10 Metres |
| 231 | DSR 2018/15.58 Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kil oMetre, stacking serviceable and unserviceable material separately including cutting reinforcement bars. | DSR 2018/15.58 Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kil oMetre, stacking serviceable and unserviceable material separately including cutting reinforcement bars. |
| 232 | DSR 2018/15.6 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | DSR 2018/15.6 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 233 | DSR No.15.8- Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured): | DSR No.15.8- Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured): |
| 234 | DSR No.15.8.3- From brick work in cement mortar | DSR No.15.8.3- From brick work in cement mortar |
| 235 | DSR No.15.9- Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 Metres lead as per direction of Engineer-in-charge : | DSR No.15.9- Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 Metres lead as per direction of Engineer-in-charge : |
| 236 | DSR No.15.9.2- In cement mortar | DSR No.15.9.2- In cement mortar |
| 237 | DSR No.15.12- Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 Metres lead : | DSR No.15.12- Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 Metres lead : |
| 238 | DSR No.15.12.1- Of area 3 sq. Metres and below | DSR No.15.12.1- Of area 3 sq. Metres and below |
| 239 | DSR No.15.12.2- Of area beyond 3 sq. Metres | DSR No.15.12.2- Of area beyond 3 sq. Metres |
| 240 | DSR No.15.23- Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 Metres lead. | DSR No.15.23- Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 Metres lead. |
| 241 | DSR No.15.23.1- For thickness of tiles 10 mm to 25 mm | DSR No.15.23.1- For thickness of tiles 10 mm to 25 mm |
| 242 | DSR No.15.23.2- For thickness of tiles above 25 mm and up to 40 mm | DSR No.15.23.2- For thickness of tiles above 25 mm and up to 40 mm |
| 243 | DSR No.15.27- Demolishing mud phaska in terracing and disposal of material within 50 Metres lead. | DSR No.15.27- Demolishing mud phaska in terracing and disposal of material within 50 Metres lead. |
| 244 | DSR No.15.41- Dismantling cement asbestos or other hard board ceiling or partition walls including stacking of serviceable materials and disposal of unserviceable materials within 50 Metres lead. | DSR No.15.41- Dismantling cement asbestos or other hard board ceiling or partition walls including stacking of serviceable materials and disposal of unserviceable materials within 50 Metres lead. |
| 245 | DSR No.15.56- Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 Metres lead. | DSR No.15.56- Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 Metres lead. |
| 246 | DSR No.16.7- Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 Metres. | DSR No.16.7- Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 Metres. |
| 247 | DSR No.16.7.1- With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | DSR No.16.7.1- With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 248 | DSR No.16.8- Brick edging laid lengthwise with half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 Metres : | DSR No.16.8- Brick edging laid lengthwise with half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 Metres : |
| 249 | DSR No.16.8.1- With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | DSR No.16.8.1- With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| SR No | FileName | File Description |
| 1 | Click here to download tender document | Tender Documents |
| 2 | Click here to download tender document | Tender Documents |
| 3 | Click here to download tender document | Tender Documents |
We are a group of professionals specializing in custom software development, web development, mobile app development, IOT base solutions, web design, graphics & Enterprise solutions provid.
Copyright © 2026 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
