Hyderabad Division: Proposed Construction of Running Room of 20 Beds capacity at MLY

A3-DSR - 2023 - Steel Reinforcement Items 3346046.25 Below/P

A4-DSR - 2023 - Structural Steel Items 1816331.00 Below/P

Item Breakup - A1-DSR - 2023 - General items

of 88 mm, weighing not less than 190 gms. 18.0 WATER SUPPLY 18.7S C.P.V.C. PIPES Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, and all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 18.7 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. ( Internal work - Exposed on wall ) 106 18.7.2 20 mm nominal dia Pipes Metre 98 335 32830 107 18.7.3 25 mm nominal dia Pipes Metre 130 401.55 52201.5 108 18.7.5 40 mm nominal dia Pipes Metre 65 702.95 45691.75 109 18.7.6 50 mm nominal dia Pipes Metre 40 934.15 37366 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings and fixing the pipe with clamps at 1.00 m spacing. This includes jointing of 18.8 pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 110 18.8.2 20 mm nominal dia Pipes Metre 250 537.6 134400 111 18.8.3 25 mm nominal dia Pipes Metre 80 627.25 50180 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This 18.9 includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 112 18.9.3 25 mm nominal dia Pipes Metre 40 355.4 14216 113 18.9.4 32 mm nominal dia Pipes Metre 35 438.6 15351 114 18.9.5 40 mm nominal dia Pipes Metre 24 563.05 13513.2 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting 18.10 and making good the walls etc. ( Internal work - Exposed on wall ) 115 18.10.2 20 mm dia nominal bore Metre 65 437.3 28424.5 Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, including making 18.11 good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall : 116 18.11.2 20 mm dia nominal bore Metre 40 635.2 25408 Providing and fixing G.I. pipes complete with 18.12 G.I. fittings including trenching and refilling etc. External work 117 18.12.2 20 mm dia nominal bore Metre 40 368.6 14744 HYDERABAD DIVISION-ENGINEERING/SOUTH CENTRAL RLY 118 18.12.3 25 mm dia nominal bore Metre 40 467.75 18710 119 18.12.4 32 mm dia nominal bore Metre 250 540.3 135075 120 18.12.6 50 mm dia nominal bore Metre 500 762.15 381075 Making connection of G.I. distribution branch with G.I. main of following sizes by providing 18.13 and fixing tee, including cutting and threading the pipe etc. complete : 121 18.13.1 25 to 40 mm nominal bore Each 15 911.9 13678.5 122 18.13.2 50 to 80 mm nominal bore Each 15 1785.35 26780.25 18.15S BRASS FITTINGS Providing and fixing brass bib cock of 18.15 approved quality : 123 18.15.1 15 mm nominal bore Each 20 353.25 7065 Providing and fixing gun metal gate valve 18.17 with C.I. wheel of approved quality (screwed end) : 124 18.17.1 25 mm nominal bore Each 13 622.4 8091.2 125 18.17.3 40 mm nominal bore Each 5 826.1 4130.5 126 18.17.4 50 mm nominal bore Each 13 1026.65 13346.45 Providing and fixing ball valve (brass) of 18.18 approved quality, High or low pressure, with plastic floats complete : 127 18.18.2 20 mm nominal bore Each 5 462.5 2312.5 128 18.18.3 25 mm nominal bore Each 13 464.05 6032.65 Providing and fixing uplasticised PVC 18.21 connection pipe with brass unions : 18.21.1 30 cm length 129 18.21.1.1 15 mm nominal bore Each 13 85 1105 Providing and fixing C.P. brass shower rose 18.22 with 15 or 20 mm inlet 130 18.22.2 150 mm diameter Each 5 222.35 1111.75 C.I. SLUICE VALVES/ FIRE HYDRANTS & 18.31S FIXTURES 18.48 Providing and placing on terrace (at all floor Per 3500 11 38500 levels) polyethylene water storage tank, IS : Litre 12701 marked, with cover and suitable 131 locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 18.49S C.P. BRASS FITTINGS Providing and fixing C.P. brass bib cock of 18.49 approved quality conforming to IS:8931 : 132 18.49.1 15 mm nominal bore Each 25 506.8 12670 Providing and fixing C.P. brass stop cock 18.52 (concealed) of standard design and of approved make conforming to IS:8931. 133 18.52.1 15 mm nominal bore Each 10 670.45 6704.5 Providing and fixing C.P. brass angle valve 18.53 for basin mixer and geyser points of approved quality conforming to IS:8931 134 18.53.1 15mm nominal bore Each 15 574.3 8614.5 18.54S PTMT FITTINGS Providing and fixing PTMT, push cock of 18.57 approved quality and colour. 18.57.1 15 mm nominal bore, 98 mm long, weighing Each 15 112.8 1692 135 not less than 75 gms 18.59S AIR VALVE & WATER METER (BULK TYPE) HYDERABAD DIVISION-ENGINEERING/SOUTH CENTRAL RLY Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V- profile or M-profile and with O-ring sealing gasket of EPDM material of providing and 18.88 fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M- profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineer-in-charge. Reducer 136 18.88.1 For 22.22 mm x 15.88 mm outer dia pipe Each 10 139.4 1394 19.0 DRAINAGE 19.1S STONE WARE PIPES AND FITTINGS Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture 19.1 of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 137 19.1.2 150 mm diameter Metre 125 695.8 86975 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand :10 graded stone 19.2 aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 138 19.2.2 150 mm diameter S.W. pipe Metre 380 1179.85 448343 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand :10 graded stone 19.3 aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design : 139 19.3.2 150 mm diameter S.W. pipe Metre 380 743.1 282378 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size),foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside 19.7 plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total 19.7.1 weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : 19.7.1.1 With common burnt clay F.P.S. (non modular) Each 13 12770.55 166017.15 140 bricks of class designation 7.5 Supplying and fixing C.I. cover without frame 19.18 for manholes : 19.18.3 560 mm diameter C.I. cover (heavy duty) the Each 13 7575.4 98480.2 141 weight of the cover to be not less than 108 kg 21.0 ALUMINIUM WORK 21.1S General HYDERABAD DIVISION-ENGINEERING/SOUTH CENTRAL RLY Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM 21.1 rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling and dash fasteners to be paid for separately) : 21.1.1 For fixed portion 21.1.1.2 Powder coated aluminium (minimum Kg 180 530.9 95562 142 thickness of powder coating 50 micron) For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings 21.1.2 wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) 21.1.2.2 Powder coated aluminium (minimum Kg 180 634.45 114201 143 thickness of powder coating 50 micron) Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in 21.2 panelling fixed in aluminium doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge. 21.2.1 Pre-laminated particle board with decorative Sqm 25 1139.3 28482.5 144 lamination on one side and balancing lamination on other side Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene 21.3 gasket etc. complete as per the architectural drawings and the directions of engineer-in- charge . (Cost of aluminium snap beading shall be paid in basic item): 21.3.2 With float glass panes of 5 mm thickness Sqm 40 1505.25 60210 145 (weight not less than 12.50 kg/sqm) Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost 21.4 of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge. 21.4.2 With brass cover plate minimum 1.25 mm Each 5 2966.1 14830.5 146 thickness HYDERABAD DIVISION-ENGINEERING/SOUTH CENTRAL RLY Extra for applying additional anodic coating 21.9 AC 25 instead of AC 15 to aluminium extruded sections. 147 21.9.1 For fixed portion Kg 180 12.8 2304 22.0 WATER PROOFING 22.1S General Grading roof for water proofing treatment 22.14 with 22.14.2 Cement mortar 1:3 (1 cement : 3 coarse cum 23 16112.1 370578.3 148 sand) 23.0 RAIN WATER HARVESTING & TUBEWELLS 23.1S General Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, 23.3 including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in- charge. 149 23.3.3 200 mm nominal size dia Metre 50 1113.35 55667.5 23.9 Providing and fixing factory made precast Each 50 1399.95 69997.5 RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross 150 sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. 26.0 NEW TECHNOLOGIES AND MATERIALS 26.41S NEW TECHNOLOGY ITEMS Providing and laying factory made Precast concrete solid blocks of 200 mm thickness of 26.68 grade M10 made of C&D waste from approved manufacturer in foundation and plinth in: 26.68.1 Cement mortar 1:6 (1 cement : 6 coarse cum 9 7387.25 66485.25 151 sand) Providing and laying factory made Precast concrete solid blocks of 200 mm thickness of 26.69 grade M10 made of C&D waste from approved manufacturer in superstructure above plinth level up to floor V level 26.69.1 Cement mortar 1:6 (1 cement : 6 coarse cum 55 9844.65 541455.75 152 sand) Providing and laying half block masonry with factory made Precast concrete solid blocks of 26.70 100 mm thickness of grade M10 made of C&D waste from approved manufacturer in foundation and plinth in: 26.70.1 Cement mortar 1:4(1 cement : 4 coarse Sqm 65 897.15 58314.75 153 sand) Total 20020083.93

Item Breakup - A2-DSR - 2023 - Cement Concrete Items

Item Breakup - A3-DSR - 2023 - Steel Reinforcement Items

Item Breakup - A4-DSR - 2023 - Structural Steel Items

Item Breakup - B1-Horticulture Items

Item Breakup - C1-NS items

Panelling - 1: Proving and fixing laminated Sqm plywood panel consists of Plastic laminate selected from green lam, Century, Euro or equivalent as per architect's selection. 18mm + 6mm Ply shall be fixed on Aluminium framing members of size 25mm * 25mm, horizontal and vertical 2 ft. c/c. 6mm ply to have 3 mm grooves between 1 foot, 1.5 ft or 2 ft as per interiors drawing. Grooves shall be finished with zinc paint with all contractors labour, tools, machinery,fittings, all lead & lift, transportation etc. The work should be carried out as per the detailed drawings submitted by Railways and Instructions of Engineer In charge at site

Supplying and fixing looking mirror 6mm Sqm thick with polished beveled edges fixed on stainless steel studs with all contractors men, materials, tools and plants, all lead and lift, taxes etc., including scaffolding and as directed by the Engineer-in-charge at site.

Supply, errection and commissioning of hot Litre pressed moulded thermosetting glass Fibre reinforced polyester resin (GRP) sectional water storage tanks confirming to IS 14399 (Part - I & II) on Railways existing staging/roof top including all accessories like external bracing, L brackets, manhole & drain panel assembly etc., including providing and fixing required fittings for inlet, outlet/delivery, drain and outflow pipes with all contractors labour, tools and plants, material, all lead & lift taxes complete for tanks of height 1M- For a capacity Upto 10,000 Litres HYDERABAD DIVISION-ENGINEERING/SOUTH CENTRAL RLY

Providing and fixing 'L' shape toilet cubicle Sqm comprising of Divider panel and door shutter side panel of required size/width/height according to site measurements with 12mm thick High pressure laminate board of make Green Lam/Merino or Similar approved brand of monolithic homogeneous material of compact laminate board with solid phenolic board of decorative panels manufactured by simultaneous pressing of layers of Cellular fiber material impregnated with thermo setting resins and specially pre-treated craft paper subjected to both pressure and heat, including SS legs of height 100mm form floor level , Aluminium "U'section at corners, 'L' section at end/'H' section at middle and Aluminium round Shape tube of top rail with all contractors fittings like SS screws, wall plugs, SS gravity hinges 3 nos, SS door knobs two side operation, SS lock set with indicator, SS Coat hook with Door topper etc, labour, material, tools &plants, all lead & lift, transportation, wastage etcas per the specifications and instructions of Engineer in charge at site.

Drilling of bore well of 165 mm dia (6.5 RM inches) with suitable Hydraulic Rig for specified depth in all types of soil and rock mechanically with all contractor's tools, plants, material and labour, transportation etc. as per the instructions of Engineer-in- charge at site- Up to a depth of 100 meters.

Drilling of bore well of 165 mm dia (6.5 RM inches) with suitable Hydraulic Rig for specified depth in all types of soil and rock mechanically with all contractor's tools, plants, material and labour, transportation etc. as per the instructions of Engineer-in- charge at site- For a depth of 101 - 150 meters.

Drilling of bore well of 165 mm dia (6.5 RM inches) with suitable Hydraulic Rig for specified depth in all types of soil and rock mechanically with all contractor's tools, plants, material and labour, transportation etc. as per the instructions of Engineer-in- charge at site- For a depth of 151 - 200 meters. HYDERABAD DIVISION-ENGINEERING/SOUTH CENTRAL RLY

Providing and fixing toilet door shutter with Sqm side panel (termed as 'I') of required size/width/height according to site measurements with 12mm thick High pressure laminate board of make Green Lam/ Merino or Similar approved brand of monolithic homogeneous material of compact laminate board with solid phenolic board of decorative panels manufactured by simultaneous pressing of layers of Cellular fiber material impregnated with thermo setting resins and specially pre-treated craft paper subjected to both pressure and heat, including ss legs of height 100mm form floor level Aluminium "U'section at corners, Lsection at end/'H' section at middle and Aluminium round Shape tube of top rail with all contractors fittings like SS screws, wall plugs, SS gravity hinges 3 nos, SS door knobs two side operation, SS lock set with indicator, SS Coat hook with Door stopper etc, labour, material, tools & plants, all lead & lift, transportation, wastage etc as per the specifications and instructions of Engineer in charge at site.

Providing unplasticized Rigid PVC Soil Waste pipes conforming to IS:13592 Type B, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes including all contractor's labour, lead and lift, taxes etc., and as directed by Engineer-in-charge at site. - 75 mm dia

Providing unplasticized Rigid PVC Soil Waste pipes conforming to IS:13592 Type B, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes including all contractor's labour, lead and lift, taxes etc., and as directed by Engineer-in-charge at site. - 110 mm dia

NS-HYB-DSR-2021-255: Structural Arrangement drawings and Bar- Bending Schedule with all details for buildings/structures etc, based on soil testing report, in Auto CAD for Approved GAD provided by Railways as required to suitable scale on film paper including check prints in color with all contractors' stationery, materials, labour consumables etc., complete as per specifications and as directed by Engineer-in-charge Total 944143.76