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| Sl. No. | Item Description |
| 1 | Total Value of Lot I (MUMBAI CENTRAL) |
| 2 | Total Value of Lot II (VIRAR) |
| 3 | Total Value of Lot III (KANDIVALI) |
| 4 | 2.0 SCHEDULE A: CPWD DSR 2023: BUILDING WORK, SHED WORK, ROAD WORK ETC For detail description of items, refer CPWD DSR 2023 (https://cpwd.gov.in/Documents/cpwd_publication.aspx) |
| 5 | Clearing jungle including uprooting of rank vegetation, grass, brushwood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.(Code no. 2.31) |
| 6 | Supplying and applying pre tested and approved water based concrete curing compound to concrete/ masonry surface, all as per manufacturer’s specification and direction of Engineer-in-charge. (Code no. 5.41) |
| 7 | Non pigmented wet curing compound (Code no. 5.41.1) |
| 8 | 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. (COde no. 8.31) |
| 9 | Designing, fabricating, testing, installing and fixing in position Curtai Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including:(a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. (b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4 mm thick aluminium composite panel material consisting of 3 mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5 mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. (c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium items. The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. (Code no. 8.32) |
| 10 | 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). (Code no. 9.1) |
| 11 | Second class teak wood (Code no. 9.1.1) |
| 12 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete (Code no. 9.48) |
| 13 | Fixed to openings /wooden frames with rawl plugs screws etc. (Code no. 9.48.2) |
| 14 | 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. (Code No. 9.84) |
| 15 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. (Code no. 9.121) |
| 16 | Providing and fixing to existing door frames: (Code no. 9.122) |
| 17 | 30 mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames. (COde no. 9.122.1) |
| 18 | Providing and fixing magnetic catcher of approved quality in cupboard / ward robe shutters, including fixing with necessary screws etc. complete. (Code No. 9.114) |
| 19 | Triple strip vertical type (Code No. 9.114.1) |
| 20 | 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. (Code no. 10.3) |
| 21 | Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard designcomplete. (Code no. 10.17) |
| 22 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). (code no. 10.28) |
| 23 | Providing and laying Polished 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. (Code no. 11.56) |
| 24 | Polished Granite stone slab of colour Black, Cherry/Ruby Red or equivalent (Code mo. 11.56.1) |
| 25 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. (Code no. 12.41) |
| 26 | 75 mm diameter (Code no. 12.41.1) |
| 27 | 110 mm diameter (Code no. 12.41.2) |
| 28 | Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main “T” runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross “T” of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main “T” at 600 mm center to center to form a grid of 1200x600 mm and secondary cross “T” of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main “T” runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. (Code no. 12.52) |
| 29 | 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, made of Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16 mm thick fire retardant PVC film on the face side and 12 micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. (Code no. 12.52.3) |
| 30 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. (Code no. 13.26) |
| 31 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : (Code no. 13.41) |
| 32 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre (Code no. 13.41.1) |
| 33 | EXTERIOR FINISHING: Finishing walls with textured exterior paint of required shade : (Code no. 13.45) |
| 34 | New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm (Code no. 13.45.1) |
| 35 | Finishing walls with ready mixed Premium acrylic emulsion paint (Company Depot Tinted) having VOC less than 50 gm/litre and UV 0resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade with silicon additives. |
| 36 | New work (Two or more coats applied @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. (Code no. 13.48A.1) |
| 37 | EXTERIOR FINISHING: Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : (Code no. 13.61) |
| 38 | Two or more coats on new work (Code no. 13.61.1) |
| 39 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. (Code no. 13.80) |
| 40 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. (Code no. 16.1) |
| 41 | Providing and laying bitumen mastic wearing course (as per specifications) with industrial bitumen of grade 85/25 conforming to IS : 702, prepared by using mastic cooker and laid to required level and slope, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of approved size at the rate of 0.005 cum per 10 sqm and at approximate spacing of 10 cm centre to centre in both directions, pressed into surface protruding 1 mm to 4 mm over mastic surface, including cleaning the surface, removal of debris etc. all complete. (Considering bitumen using 10.2% as per MORTH specification). (Code 16.37) |
| 42 | 40 mm thick (Code no. 16.37.2) |
| 43 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineerin- charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately. (Code no. 16.43) |
| 44 | Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer (Code no. 16.43.2) |
| 45 | Extra for providing and mixing hardening compound of approved quality as per manufacturer’s specification in cement concrete. (Code no. 16.44) |
| 46 | Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge (Code no. 16.46) |
| 47 | Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge.(Code no. 16.46.1) |
| 48 | Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. (Code no. 16.50) |
| 49 | Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesivebacking which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing , specification and direction of Engineer-in-charge. (Code 16.59) |
| 50 | Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm (Code 16.59.1) |
| 51 | Cautionary /warning sign boards of equilateral triangular shape having each side of 900 mm with support length of 3650 mm (Code 16.59.2) |
| 52 | Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-in-charge.(Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment). (Cod eno. 16.60) |
| 53 | Overhead informatory road signage (Code no. 16.60.1) |
| 54 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. (Code No. 16.62) |
| 55 | Providing and laying 60 mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. (Code no. 16.68) |
| 56 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineerin- charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). (Code no. 16.69) |
| 57 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineerin-Charge (Code no. 16.78) |
| 58 | With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 (Code no. 16.78.1) |
| 59 | Construction of dry lean cement concrete sub base over a prepared subgrade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver,compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge. (Code no. 16.80) |
| 60 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : (Code no. 17.4) |
| 61 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern (Code no. 17.4.1) |
| 62 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: (Code No. 17.7) |
| 63 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps (Code No. 17.7.1) |
| 64 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. (Code No. 17.31) |
| 65 | Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. (Code No. 17.33) |
| 66 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of 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. (Code No. 18.8) |
| 67 | 15 mm nominal dia Pipes (Code No. 18.8.1). |
| 68 | 20 mm nominal dia Pipes (Code No. 18.8.2) |
| 69 | 25 mm nominal dia Pipes (Code No. 18.8.3) |
| 70 | 32 mm nominal dia Pipes (Code No. 18.8.4) |
| 71 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This 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 (Code No. 18.9). |
| 72 | 32 mm nominal dia Pipes (Code No. 18.9.4) |
| 73 | 40 mm nominal dia Pipes (Code No. 18.9.5) |
| 74 | 50 mm nominal dia Pipes (Code No. 18.9.6) |
| 75 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work (Code No. 18.12) |
| 76 | 25 mm Nominal bore (Code No. 18.12.3) |
| 77 | 40 mm Nominal bore (Code No. 18.12.5) |
| 78 | 50 mm Nominal bore (Code No. 18.12.6) |
| 79 | 65 mm Nominal bore (Code No. 18.12.7) |
| 80 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : (Code No. 18.17) |
| 81 | 25 mm nominal bore (Code No. 18.17.1) |
| 82 | 40 mm nominal bore (Code No. 18.17.3) |
| 83 | 50 mm nominal bore (Code No. 18.17.4) |
| 84 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : (Code No. 18.18) |
| 85 | 15 mm nominal bore (Code No. 18.18.1) |
| 86 | 25 mm nominal bore (Code No. 18.18.3) |
| 87 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. (Code No. 18.52) |
| 88 | 15 mm nominal bore (Code No. 18.52.1) |
| 89 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 (Code No. 18.53) |
| 90 | 15mm nominal bore (Code No. 18.53.1) |
| 91 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete (Code no. 19.35) |
| 92 | 450 mm dia RCC pipes (Code no. 19.35.1) |
| 93 | 600 mm dia RCC pipes. (Code no. 19.35.2) |
| 94 | Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete (Code no. 19.36) |
| 95 | 450 mm dia RCC pipes. (Code no. 19.36.1) |
| 96 | 600 mm dia RCC pipes. (Code no. 19.36.2) |
| 97 | 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 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 / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in charge. (Glazing, paneling and dash fasteners to be paid for separately) : (Code No. 21.1) |
| 98 | For fixed portion (Code No. 21.1.1) |
| 99 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) (Code no. 21.1.1.2) |
| 100 | For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) (Code No. 21.1.2) |
| 101 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) (Code no. 21.1.2.1) |
| 102 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge. (Cost of aluminium snap beading shall be paid in basic item): (Code no. 21.3) |
| 103 | With float glass panes of 5 mm thickness (weight not lessthan 12.50 kg/sqm) (Code no. 21.3.2) |
| 104 | Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete. |
| 105 | Upto 5 mm depth and 5 mm width (Code no. 21.8.1) |
| 106 | Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of: i) Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface.ii) IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area. iv) Vth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/sqm). (Code No. 22.3) |
| 107 | Any other item as per CPWD Delhi Schedule of Rates (DSR) 2023NOTE: Rates of DSR 2023 are including GST (18%). Hence, GST should be deducted while operating relevant items as all the rates in schedules of BOQ are excluding GST. Sub-Total (Excluding GST) Multiplying factor of 0.68 for Cost Index 68 for entire Western railway Jusrisdiction for CPWD DSR 2023 Items, as per Letter No. WR-HQ0ENGG(WWSR)/2/2020/E-106808 dtd. 16.09.2025So, 68% of 8,73,39,822.42 Add 12% Escalation GRAND TOTAL OFSCHEDULE A: CPWD DSR 2023: BUILDING WORK, SHED WORK, ROAD WORK ETC (EXCLUDING GST) SCHEDULE-B NS ITEMS (EXCLUDING GST)For detail description of items, refer tender document |
| 108 | EARTHWORK, FOUNDATION, BARRICADING, PILLING |
| 109 | Excavation for foundations & trenches by Manual means in all types of soils, boulders, WBM roads, including rock not requiring blasting including dewatering by manual or mechanical means etc. as per specifications with all contractor’s own machinery and equipments, crossing of track, shoring, strutting, timbering and buttressing with sand /clay bags and all such measures necessary to retain in position the sides of the foundation pit and including backfilling, compacting the excavated material with watering, ramming, levelling the site and disposing off the surplus/unusable earth to low lying area within railway boundary with lead & all lifts as per directions of Engineer.Note for 1/NS :- Payment will be made @ 80% of accepted rate including & balance 20% will be paid on clearing of site by disposing of soils suitably. |
| 110 | Excavation in foundations by mechanical means in all types of soils, boulders, WBM roads, including rock not requiring blasting including dewatering by manual or mechanical means etc. as per specifications with all contractor’s own machinery and equipments, crossing of track, shoring, strutting, timbering and buttressing with sand /clay bags and all such measures necessary to retain in position the sides of the foundation pit and including backfilling, rolling the excavated material with watering, ramming, levelling the site and disposing off the surplus/unusable earth to low lying area within railway boundary with all leads & lifts as per directions of Engineer. Note: - 1. The rates are inclusive of all safety measures to be adopted for protection of structures in the vicinity of works. 2. Payment shall be made only for design profile and no payment shall be given for any over cut. 3. The excavation shall be done by any mechanical means to suite site conditions etc. 4. Disposing off the surplus/unusable earth to outside railway boundary with all leads & lifts as per directions of Engineer will be paid separately under relevant item. |
| 111 | Excavation in foundations in boulders including rocks requiring chiselling (blasting is not permitted) by manual and mechanical means including dewatering etc. as per specifications with all contractor's own machinery and equipment, labour, lead & lift, crossing of track, including disposing the rock / stone at suitable nominated locations as per directions of Engineer. Note: - 1. The rates are inclusive of all safety measures to be adopted for protection of structures in the vicinity of works. 2. Payment shall be made only for design profile and no payment shall be given for any over cut. 3. The excavation shall be done by any means to suite site conditions for protection of utility services such as cables, pipe lines etc. |
| 112 | Extra for disposing off surplus excavated earth or unusable/ unsuitable earth/ muck/ debris etc. outside Railway Boundary with all contractor's tools, plants, equipments and labours with loading, unloading, transport etc. complete including all lead & lift as per the direction of Engineer in charge. |
| 113 | Filling contractor's murum/good quality granular material as specified in Railway Specification without stacking directly in plinths and floors, including platforms etc. complete including watering and ramming/ compacting, all contractors labour, equipments, materials, crossing of tracks, lead & lifts etc. complete. Payment will be made based on cross-section area. Rate is inclusive of royalty to be paid to state government. |
| 114 | Providing backfilling with stone boulders of approved quality behind abutment, return wall, wing wall etc, with all contractor's stone materials, labours, tools and plants etc. including all taxes, royalty, all lead and lifts, transportation etc. complete as per Railway's specifications and direction of Engineer -in-charge.NOTE: 1. If contractor uses stone/boulders released from Railway’s cuttings/foundations after breaking them to required size, for which a deduction of Rs 150/- per cum will be made. |
| 115 | Providing and Fixing temporary barricading to enclose construction area of minimum 2.40 meters high with mild steel angle frame of size 75 x 75 x 8 mm and GI corrugated sheet of 0.5 mm thickness as per the approved drawing attached with the bid document as Appendix VI, including foundations. The rate includes one coat of red oxide primer before erection, two coats of approved paint & shade (including MRVC logo at every 15-20 metre) as per the specifications, erecting in position, welding / bolting. The rate includes cost of all materials, including fixtures, bolts, painting, labour, transportation, leads, lifts, crossing of tracks, etc., complete. As directed by the engineer. Note: 1. Payment schedule: a) 60% payment will be released on installation as per approved drawing. b) 10% of the payment will be made for satisfactory maintenance of barricading after six months including one coat of painting. Additional 10% will be paid after satisfactory maintenance after 12 months including one coat of painting. c) Balance 20% payment will be made on completion of work at site as certified and directed by Engineer-in Charge and on removal & clearing of site. 2. Released materials will be the property of contractor after satisfactory completion of work. Contractor has to remove and clear the site after work is over. |
| 116 | Providing and removing barricading with the help of portable fencing along the running track where the work is to be done in close vicinity of the track. Fencing shall consist of self supporting steel angles of size 50 x 50 x 0.5 mm colour bond (Zincalume/galvalume) sheet, 1.5m long provided with hooks etc. and embedded in CC 1:2:4 block of size 0.23x0.23x0.23M placed at c/c distance of 2.0 M along the track. 12 mm dia. rods in three horizontal layers tack welded with the angle posts including providing green colour cloth &Retro-reflective tapes in Horizontal & vertical direction. Note:1. Released material will be the property of the contractor after the completion of work. Rate is also inclusive of protection and maintenance of barricading during construction period.2. Dismantling of barricading shall be done after approval of Engineer In-Charge.3. After construction period, extra payment for maintenance of barricading will be made in the relavant item, if barricading is required beyond completion period as approved by Engineer In-Charge. |
| 117 | Providing rubble soling in foundations, etc. with all contractor's stone, material, labour, tools & plants etc. including all lead & lift, transportation etc complete as per Railway's/MRVC specifications and direction of Engineer-in-charge.Notes:1. If contractor uses stone/boulders released from Railway's cuttings/foundations after breaking them to required size, for which a deduction of Rs 150/- per cum will be made. |
| 118 | Cutting of trees more than 60 cm girth including depositing the wood at nominated locations with loading, transporting etc. The contractor shall obtain necessary approval from concerned authorities for cutting/transplanting trees. The required payment to concerned authority for obtaining permission will be made by MRVC. |
| 119 | Girth of tree over 60 cm and upto 120 cm |
| 120 | Girth of tree over 120 cm and upto 180 cm |
| 121 | Girth of tree over 180 cm |
| 122 | Transplanting of existing trees by uprooting, shifting & placing in pits excavated of suitable size within one KM distance and refilling with manure & soil and maintaining the plant for 12 months. (i) 40% payment will made after proper transplanting of trees. (ii) 30% payment will be made after maintenance of 6 months for survived trees. (iii) 30% payment will be made after maintenance of one year for survived trees. The trees transplanted under this item will not be considered for payment under item 19 for cutting. |
| 123 | Obtaining administrative approval from tree authority for the cutting/transplanting of trees coming in the way of proposed work including preparation of drawing showing the details of trees, processing for the sanction etc. complete. Note:- 1. Fees for obtaining permission of tree cutting/transplanting etc. will be paid separately by MRVC. 2. The required permission/all formalities from concerned tree authority will be obtained by contractor. 3. One job means permission for tree cutting/transplanting in all locations of the Lot as applicable and specified by Engineer |
| 124 | Credit for taking away already cut wood.Note: The payment of the item will be paid on the basis of difference of weight of empty truck and loaded truck with cut woodl. The cut woodl will be taken away by the agency under proper authority letter from MRVC authorized representative at site. Loading/unloading of cut woodl should be arranged by the contractor, and no extra payment will be made for the same. Regarding taking permission from local concerned authorities, the same will be done by the agency at their level and no extra payment will be made for this. However,permission of cutting tress/branches will be obtained by the agency and necessary charges levied by local bodies for cutting of trees will be arranged by MRVC as stated in the relevant item.. |
| 125 | To carry out Plate Load Test as per IS Specifications to determine the Bearing Capacity of soil as directed by Railway Engineer at the locations of bridges and to supply detailed report in 3 (Three)copies giving full analysis for determination of bearing capacity. Note: The requirement of this test at various locations will be decided by Engineer-in-charge. |
| 126 | Conducting Static Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Load testing on any pile by static load test as per IS Code method including making all arrangement, machineries like Piling Winch, Chisel, covering plate on test pile, Emitter, Reflector and other instruments required for displacement measuring tool and plant, labour etc. complete & submitting the test result as required in acceptable form to the satisfaction of Engineer-in- Charge. |
| 127 | Initial load test up to 100 ton capacity pile |
| 128 | Extra for every increase of 50 ton in pile capacity or part thereof over 100 ton |
| 129 | Conducting High strain Dynamic testing as per ASTM D 4945-89 (Code of American Society for Testing and Material) on cast-in -situ RCC pile of 600 mm diameter inclusive of analysis including all contractor's equipments, manpower, site preparation, build up of pile head, lead and lifts etc complete as per standard procedure, and as directed by the Engineer in Charge. Note :- Rate is inclusive of1)All equipment such as hammer, crane, steel plate, plywood, fuel, power, water etc. 2)All labour and consumable required 3)Mobilisation of equipments, staff etc.4)Preparation and submission of Reports in 3 copies.5)Site preparation6)Extra length of pile head to be casted for dynamic testing and also dismantling of the same after test. |
| 130 | Conducting low strain pile integrity test on RCC bored piles of any dia, using standard equipment confirming to ASTM- D5882. The rate includes submission of reports in 4 copies including one soft copy. |
| 131 | Providing cast-in-situ vertical bored piles in design mix reinforced cement concrete of M-35 Grade with 20 mm graded machine crushed stone aggregate through all types of soils, boulders, soft rock and hard rock including boring, chiselling and socketing in rock with all contractor's labour, material (except reinforcement steel), tools and plants, chemicals, admixtures, all lead and lift, crossing of tracks etc. as per specifications, weigh batching of ingredients, mechanical mixing, placing, providing permanent / temporary liners (payment of permanent liners will be made separately) disposal of excavated materials within railway premises as per direction of Engineer-in-charge, levelling of ground, chipping off pile top to remove laitance concrete above cut-off level including cutting and removing liner above cut-off level etc. complete as per direction of Engineer-in charge. (Minimum Cement (OPC) content 400 kg/Cum, Fly Ash 50 Kg/Cum and Maximum Water Cement ratio 0.40)Notes:1. Steel reinforcement and permanent MS liners will only be paid separately.2. Length of piles shall be measured from the cut off level upto the founding level.3. Rate is inclusive of chloride free admixture such as super plasticizer and cover blocks.4. The rate is inclusive of chipping of pile top to remove laitance and concrete above cut off level.5. The rate is inclusive of any levelling of ground or filling required to make working platform for piling and removing the platform and cleaning of site after piling work to its original condition.6. No empty boring shall be payable.7. The guidelines for deciding depth of embedment are given in specification.8. Minimum depth of embedment in rock shall be as per approved drawing. |
| 132 | 600 mm dia. |
| 133 | Supplying, fabricating, fixing, driving and providing mild steel liners 6 mm to 8 mm thick as per directions of Engineer-in-charge and permanently left in place for piles with bending to shape, welding, with all contractor's materials, labour, tool & plant etc. complete as per specifications and direction of Engineer-in-charge.Note:1. Liners shall be provided for full height of pile or upto the depth of refusal of liners including the height of pile to be chipped off or as per the instructions of the Engineer. Liner shall be paid only upto cut off level of pile. Liner above cut off level, if initially provided, shall not be paid. Contractor will be allowed to take away liner-wastage above cut off level.2. Nothing extra shall be payable for any wastage, fabrication tolerances etc.3. Depth of liner shall be decided by Engineer-in-charge at site and his decision shall be final and binding on the contractor. |
| 134 | Providing Two Coats of Coal Tar Epoxy of Anticorrosive coal tar epoxy Hi Build Compound over one primer coat of epoxy zinc phosphate with all lead and lift including all contractors labour, material, tools & plants etc. complete. |
| 135 | Providing and applying epoxy paint of approved quality as per CECRI, Karaikudi Integrated 4 coat system on exposed surfaces of concrete structures confirming to specifications as mentioned in technical specifications with contractors own paint, materials, labour, lead & lift, crossing of track, scaffolding, staging etc. Complete. |
| 136 | Providing and fixing machine moulded factory made Precast cement concrete solid block Grade C (5.0) with block density more than 1800 Kg/cum in substructure and super-structure including platform walling, conforming to IS: 2185 (Pt. I) as per approved drawing including hoisting and setting in position with cement mortar 1:3 including centering, shuttering, curing and finishing with all lead and lift including crossing of tracks with all safety precautions for working close to track with contractors labour, materials, tools and plants etc complete to the specification & finish as directed by engineer in charge. |
| 137 | Providing and fixing Precast cement Siporex block in substructure and super-structure in all floors of approved size for wall and raising of area including hoisting and setting in position with cement mortar 1:3 including centring, shuttering, curing and finishing with all lead and lift with contractor’s labour, material, tools and plants etc complete to the specification & finish as directed by engineer in charge. |
| 138 | Providing and laying ready mix concrete (RMC) M-20 grade PCC with well graded machine crushed stone aggregate of size not more than 20 mm of approved quality with minimum cement content of 340 Kg/cum & maximum water cement ratio of 0.4, including form work wherever necessary. Note: 1. Rate is inclusive of Chloride free admixture such as super plasticizer. 2. Only construction joint shall be permitted. 3. Form work shall be approved by Engineer- in -charge before use. 4. The contractor shall install automatic batching plant of suitable capacity or use RMC for the concreting work, except for the location and components of work permitted by engineer in charge for use of mechanical mixer at site. For such concreting without RMC, deduction at the rate of Rs. 500 per cum will be made from payment. |
| 139 | Providing RCC, ready mix concrete (RMC) M35 grade with 20 mm size graded machine crushed stone aggregate with minimum cement content of 400 Kg/cum & maximum water cement ratio of 0.4. Note: - 1. Rate is inclusive of Chloride free admixture such as super plasticizer. 2. Only construction joint shall be permitted. 3. Form work shall be approved by Engineer- in -charge before use. 4. The contractor shall install automatic batching plant of suitable capacity or use RMC for the concreting work, except for the location and components of work permitted by engineers in charge for use of mechanical mixer at site. For such concreting without RMC, deduction at the rate of Rs. 500 per cum will be made from payment. 5. Steel reinforcement will be paid separately. 6. Rates are excluding of permanent shuttering and permanent form work in case of item no. 14(d) for deck slabs/ extension to deck slabs of FOBs, elevated decks, skywalks, staircases, etc. where the decking sheet/ steel sheet are provided for safety in OHE and crowded area in this case decking sheet/steel sheet paid separately in relevant items. 7. Rates are inclusive of temporary form work of approved quality and material for temporary side/bottom shuttering, staging and scaffolding, dewatering, placing using pumps/placer boom/crane & bucket, compaction, finishing the surface and curing of concrete with all contractors’ tools, plants, labours and materials of approved quality, all lead and lift, crossing of track, etc complete as per specification & direction of Engineer -In-Charge. |
| 140 | Reinforced Cement Concrete of M-35 grade in pile caps, footings, Raft and foundations, etc., of all types of structures like FOBs, Decks, Skywalks, Staircases, Escalators, lifts etc. |
| 141 | Reinforced Cement Concrete of M-35 grade for columns, column caps, beams, pedestals, piers, pier caps etc., of all types of structures like FOBs, Decks, Skywalks, Staircases, Escalators, lifts etc. |
| 142 | Reinforced Cement Concrete of M-35 grade for all type of RCC Walls (i.e., Lift walls, Escalators pit walls etc.) |
| 143 | Reinforced Cement Concrete, of M35 grade for deck slabs/extension to deck slabs of FOBs, Decks, Skywalks, Staircase waist slabs, etc., to be casted with permanent Decking Sheet/ permanent shuttering at all height. |
| 144 | Providing RCC, Ready Mix Concrete (RMC) of M25 grade with 20 mm size graded machine crushed stone aggregate with minimum cement content of 375 Kg/cum. Note: - 1. Rate is inclusive of Chloride free admixture such as super plasticizer. 2. Only construction joint shall be permitted. 3. Form work shall be approved by Engineer- in -charge before use. 4. The contractor shall install automatic batching plant of suitable capacity or use RMC for the concreting work, except for the location and components of work permitted by engineers in charge for use of mechanical mixer at site. For such concreting without RMC, deduction at the rate of Rs. 500 per cum will be made from payment. 5. Steel reinforcement will be paid separately. 6. Rates are inclusive of temporary form work of approved quality and material for temporary side and bottom shuttering, staging and scaffolding, dewatering, placing using pumps/placer boom/crane & bucket, compaction, finishing the surface and curing of concrete with all contractors’ tools, plants, labours and materials of approved quality, all lead and lift, crossing of track, etc complete as per specification & direction of Engineer -In-Charge. |
| 145 | Providing and placing in position high yield strength deformed TMT bars of Fe 500D grade procured from primary manufacturer such as SAIL, JINDAL, TISCO or Rashtriya Ispat Nigam Ltd. conforming to IS 1786 of all diameters in RCC works. The rates includes supply, loading, unloading, transporting to site, cutting, bending, hooking, placing and fixing in position with contractor’s galvanized binding wire of 18 SWG, cover block of same grade concrete, labour, tools & plants all lead & lift, crossing of tracks etc. as per the approved drawings as directed by the Engineer. Note: 1. The item will be paid only for quantities used actually excluding overlaps other than designed and as indicated in technical specifications. 2. The wastage, cut pieces shall be taken away by the contractor and the same will not be paid. |
| 146 | STEEL WORK & ROOFING |
| 147 | Providing, Fabricating, Assembling and erecting in position built up structural steel members from standard structural steel sections procured from primary manufacturer such as SAIL, TISCO, RashtriyaIspat Nigam LTD, Jindal & Essar confirming to IS 2062-2006 (including latest amendment) including welding with approved quality, bolting in foot over bridge, skywalks, columns, ramps, stair cases, sheds, track dividers, fencing etc. with all contractor's material, labours, tool, plant , Equipments, labours, consumables etc. complete with all lead and lift as directed by Engineer. |
| 148 | Note: 1. Payment will be made for standard weight of structural steel sections.2. Rate includes supply of HSFG / Service bolts / HTS bolts etc as may be required (except foundation bolt), nuts, washers, welding, tools & plants, loading & unloading, transport & fuel, labours, all lead and lift, crossing of track if required etc. and item is payable as per weight assessment based on standard sectional weights of members. Weight of bolts & nuts etc. shall not be considered for payment.3. Stages of Payments :-a. 40% of the payment will be made on receipt of supply of material duly accepted by MRVC at welding depot/ workshop.b. 30% of the payment will be made on fabrication of steel elements and bringing it to the site of work.c. 20% of the payment will be released on erection of steel work at proper location.d. 10% of payment will be released on completion of line and level work of erection and on completion of painting.4. For welding of FOB/Skywalk girders, submerged arc welding and for columns CO2 welding is to be used and HSFG/HTS bolts of Grade 8.8/ 10.9 to be used for bolting in splicing.5. An addition in weight for welds and bolts are to be made as follows:a. 3% in case of bolted workb. 2% in case of composite (bolted and welded) workc. 1 % in case of purely welded work.6. Metalizing and Painting of all structural members will be paid separately under relevant item in the schedule. |
| 149 | Structural Members Not requiring any traffic or power block for erection/launching - Working on ramps/staircase of FOBs on either ends (not on platforms), skywalks away from track and fencing of boundary and for green patches shall be paid under this item. |
| 150 | Structural Members requiring traffic or power block on Railway track for erection/launching and erected Under traffic and power block or under special safety precautions such as – Working on all platforms and working across tracks, close to tracks and above OHE for FOBs and Skywalks and working for track divider shall be paid under this item. |
| 151 | Extra for using high grade structural steel plates/sections of YST 350 from SAILMA conforming to IS 8500 or S 355 grade conforming to EN 10025 from TATA/ JINDAL or similar equivalent as approved in relevant Items. |
| 152 | Supply fabrication and Erection of Square Hollow Section/Rectangular Hollow Section & Circular Hollow Section structural steel conforming to IS 4923 and IS 1161 respectively of YST 310 grade of Tata Structura or JSW or Apollo or similar equivalent and thickness as indicated in drawing including required profile, shape and using structural sections including anchor bolts fabricated/ procured to the required profile and shape as called for, hoisted, installed in position including all cutting, welding, grinding & all operations, necessary templates and zigs, adequate temporary supports, scaffolding, staging, etc. including all tests on material required as per specifications. This item is primarily for roofing and its supporting frame work for FOBs, Skywalks and column and roofing of cover over platforms etc. as indicated in approved drawings. Every precaution to be taken against rusting of section. Necessary precaution to be taken during welding to avoid distortions and residual stresses.Notes:1. Payment will be made for standard weight of structural steel sections.2. Rate includes supply of bolts including HSFG/HTS bolts of grade 8.8 / 10.9 (except foundation bolt), nuts, washers including plain washers, packing washers, hardened washers, tapered washers including Direct Tension Indicators (DTI), as per provisions of IS: 4000 and RDSO specifications BS 111, welding, tools & plants, loading & unloading, transport & fuel, labours, all lead and lift, crossing of track if required etc. and item is payable as per weight assessment based on standard sectional weights of members. Weight of bolts & nuts etc shall not be considered for payment. Nothing extra will be paid for Railway traffic block working.3. Stages of Payments :-a. 40% of the payment will be made on receipt of supply of material at welding depot/ workshop duly accepted by MRVC.b. 30% of the payment will be made on fabrication of steel elements and bringing it to the site of work.c. 20% of the payment will be released on erection of steel work at proper location.d. 10% of payment will be released on completion of line and level work of erection and on completion of painting.4. Metalizing and Painting of all members will be paid separately under relevant item in the schedule. |
| 153 | Providing Aluminium Spray Metalizing including applying one coat of etch primer to various members of FOB/Skywalk across the track such as main girders, cross girders, stiffeners, bracings, etc in two layers after preparing surface by sand/grit blasting as per provisions laid in Appendix VII of IRS B-1-2001 code (latest edition) and provisions of bridge manuals with contractor's own materials, tools, plants, labour, loading, unloading, transportation, handling, re-handling, if any including all lead, lifts, descents, crossing of track, etc. complete in all respect and as per direction of the engineer-in-charge. |
| 154 | Providing and applying Epoxy zinc phosphate Primer of \\"ASIAN\\" or similar brand of approved standard and quality on steel works as per specification attached, including cleaning as may be required with all contractors material, labours, tools & plants, machineries, consumables etc. complete as directed by Engineer-in-charge. |
| 155 | Providing and applying with Micaceous Iron Oxide intermediate coat of \\"ASIAN\\" or similar brand of approved standard and quality on steel works as per specification attached, with all contractors material, labours, tools & plants, machineries, consumables etc. complete as directed by Engineer-in-charge. |
| 156 | Providing and applying two coat of Polyurethane Aluminium paint of \\"ASIAN\\" or similar brand of approved standard and quality on steel works as per specification attached, with all contractors material, labours, tools & plants, machineries, consumables etc. complete as directed by Engineer-in-charge. |
| 157 | Providing, fabricating and supplying Hot-Dip Galvanized (300 gm/sqm), Holding Down Bolts of grade 8.8 conforming to IS:1367 (part3) -1991 (including latest amendment) and as per the detailed shop drawing including all assemblies and accessories that are required to be embedded in concrete work. Bolts shall be of sufficient length to ensure that a minimum 40 mm length of threaded portion is embedded in concrete. Threaded portion to be left projecting outside the concrete surface shall be as per requirement of supplier's design and approved drawings and shall be protected from damage. Cost of fabricated, assembled and supplied bolts shall include all necessary expenses incurred, including costs of all washers, nuts, lock nuts and pins that may be required for securing the structural member with the embedded bolts. |
| 158 | Providing and fixing on previously erected purlins or wall framework, colour bond (Zincalume/galvalume) sheet of 0.5mm TCT with feed material of 0.45 mm BMT of XRW steel-high tensile with minimum 550 MPA yield strength as per specifications of Tata BlueScope or equivalent make with corrugated or Trafford design approved by Engineer-in-charge for roofing, walling, etc. The Polyester coating shall be 20 microns (DFT) on exposed surface and 5 microns (DFT) on unexposed surface over 5 microns (DFT) of polyester primer on both surfaces on CRCA steel with hot dip coating of 150 gsm mass alloy of 55% Aluminium + 43.5% Zinc and 1.5% silicon (AZ 150) as per ASTM A792M. The sheets shall be fixed with SDST Screws confirming to AS 356 class 3, with EDPM washers. Fixtures used for fixing the sheets shall be as per manufacturer's specification. Rate is inclusive of overlaps, all fixtures like bolts, washers, screws etc. complete as per drawing, with all contractor's material, labours, tools & plants, lead & lifts, crossing of tracks, transportation, machineries, consumables etc. complete as directed by Engineer-In-charge. |
| 159 | Providing and fixing in position colourless corrugated polycarbonate sheet of approved quality 2 mm thick, GE lexan with 80% of light transmission with profile to matching with existing sheets used in roof/north light truss with side top of 150 mm if required with water proofing joints with all materials, tools, plants, fuel, labours leads & lifts complete in all respect as per instructions and to the satisfaction of Engineer-in-charge. |
| 160 | FLOORING |
| 161 | Providing and fixing 18 mm thick granite gang saw cut mirror polished pre-moulded and pre-polished) machine cut for booking counters and window sills, facias and similar locations of required size of approved shade, colour and texture ,laid over 20 mm thick base cement mortar 1:3 (1 cement :3 course sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edge to give high gloss finish etc complete at all levels with all contractor’s material, labour, tools and plants with all lead and lifts, transportation etc complete. |
| 162 | Extra for providing edge moulding to 16 mm to 20 mm thick marble/granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by the Engineer-in-Charge. |
| 163 | Extra for cutting groove in granite provided in tread of steps upto 5mm wide and 6mm deep with all contractor's labour, tools, plant, consumable etc. complete with all lead and lift |
| 164 | Supplying and fixing in position Kota stone slabs 25 mm thick in flooring for stores and depots, etc. of approved quality, good polish including Titanium oxide waxing, etc. laid over 20 mm thick base of cement mortar and jointing with cement slurry mixed with pigments to match the shade of tiles with contractor's own labour, materials, all leads & lift etc. complete. The rate also includes provision of rounding edges wherever required. |
| 165 | Supplying and fixing in position Kota stone slabs 25 mm thick in flooring for stores and depots, etc. of approved quality, good polish including Titanium oxide waxing, etc. laid over 20 mm thick base of cement mortar and jointing with cement slurry mixed with pigments to match the shade of tiles with contractor's own labour, materials, all leads & lift etc. complete. The rate also includes provision of rounding edges wherever required. |
| 166 | 2.0 SCHEDULE A: CPWD DSR 2023: BUILDING WORK, SHED WORK, ROAD WORK ETC For detail description of items, refer CPWD DSR 2023 (https://cpwd.gov.in/Documents/cpwd_publication.aspx) |
| 167 | Clearing jungle including uprooting of rank vegetation, grass, brushwood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.(Code no. 2.31) |
| 168 | Supplying and applying pre tested and approved water based concrete curing compound to concrete/ masonry surface, all as per manufacturer’s specification and direction of Engineer-in-charge. (Code no. 5.41) |
| 169 | Non pigmented wet curing compound (Code no. 5.41.1) |
| 170 | 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. (COde no. 8.31) |
| 171 | Designing, fabricating, testing, installing and fixing in position Curtai Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including:(a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. (b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4 mm thick aluminium composite panel material consisting of 3 mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5 mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. (c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium items. The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. (Code no. 8.32) |
| 172 | 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). (Code no. 9.1) |
| 173 | Second class teak wood (Code no. 9.1.1) |
| 174 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete (Code no. 9.48) |
| 175 | Fixed to openings /wooden frames with rawl plugs screws etc. (Code no. 9.48.2) |
| 176 | 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. (Code No. 9.84) |
| 177 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. (Code no. 9.121) |
| 178 | Providing and fixing to existing door frames: (Code no. 9.122) |
| 179 | 30 mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames. (COde no. 9.122.1) |
| 180 | Providing and fixing magnetic catcher of approved quality in cupboard / ward robe shutters, including fixing with necessary screws etc. complete. (Code No. 9.114) |
| 181 | Triple strip vertical type (Code No. 9.114.1) |
| 182 | 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. (Code no. 10.3) |
| 183 | Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard designcomplete. (Code no. 10.17) |
| 184 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). (code no. 10.28) |
| 185 | Providing and laying Polished 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. (Code no. 11.56) |
| 186 | Polished Granite stone slab of colour Black, Cherry/Ruby Red or equivalent (Code mo. 11.56.1) |
| 187 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. (Code no. 12.41) |
| 188 | 75 mm diameter (Code no. 12.41.1) |
| 189 | 110 mm diameter (Code no. 12.41.2) |
| 190 | Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main “T” runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross “T” of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main “T” at 600 mm center to center to form a grid of 1200x600 mm and secondary cross “T” of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main “T” runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. (Code no. 12.52) |
| 191 | 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, made of Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16 mm thick fire retardant PVC film on the face side and 12 micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. (Code no. 12.52.3) |
| 192 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. (Code no. 13.26) |
| 193 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : (Code no. 13.41) |
| 194 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre (Code no. 13.41.1) |
| 195 | EXTERIOR FINISHING: Finishing walls with textured exterior paint of required shade : (Code no. 13.45) |
| 196 | New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm (Code no. 13.45.1) |
| 197 | Finishing walls with ready mixed Premium acrylic emulsion paint (Company Depot Tinted) having VOC less than 50 gm/litre and UV 0resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade with silicon additives. |
| 198 | New work (Two or more coats applied @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. (Code no. 13.48A.1) |
| 199 | EXTERIOR FINISHING: Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : (Code no. 13.61) |
| 200 | Two or more coats on new work (Code no. 13.61.1) |
| 201 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. (Code no. 13.80) |
| 202 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. (Code no. 16.1) |
| 203 | Providing and laying bitumen mastic wearing course (as per specifications) with industrial bitumen of grade 85/25 conforming to IS : 702, prepared by using mastic cooker and laid to required level and slope, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of approved size at the rate of 0.005 cum per 10 sqm and at approximate spacing of 10 cm centre to centre in both directions, pressed into surface protruding 1 mm to 4 mm over mastic surface, including cleaning the surface, removal of debris etc. all complete. (Considering bitumen using 10.2% as per MORTH specification). (Code 16.37) |
| 204 | 40 mm thick (Code no. 16.37.2) |
| 205 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineerin- charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately. (Code no. 16.43) |
| 206 | Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer (Code no. 16.43.2) |
| 207 | Extra for providing and mixing hardening compound of approved quality as per manufacturer’s specification in cement concrete. (Code no. 16.44) |
| 208 | Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge (Code no. 16.46) |
| 209 | Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge.(Code no. 16.46.1) |
| 210 | Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. (Code no. 16.50) |
| 211 | Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesivebacking which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing , specification and direction of Engineer-in-charge. (Code 16.59) |
| 212 | Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm (Code 16.59.1) |
| 213 | Cautionary /warning sign boards of equilateral triangular shape having each side of 900 mm with support length of 3650 mm (Code 16.59.2) |
| 214 | Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-in-charge.(Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment). (Cod eno. 16.60) |
| 215 | Overhead informatory road signage (Code no. 16.60.1) |
| 216 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. (Code No. 16.62) |
| 217 | Providing and laying 60 mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. (Code no. 16.68) |
| 218 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineerin- charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). (Code no. 16.69) |
| 219 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineerin-Charge (Code no. 16.78) |
| 220 | With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 (Code no. 16.78.1) |
| 221 | Construction of dry lean cement concrete sub base over a prepared subgrade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver,compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge. (Code no. 16.80) |
| 222 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : (Code no. 17.4) |
| 223 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern (Code no. 17.4.1) |
| 224 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: (Code No. 17.7) |
| 225 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps (Code No. 17.7.1) |
| 226 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. (Code No. 17.31) |
| 227 | Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. (Code No. 17.33) |
| 228 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of 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. (Code No. 18.8) |
| 229 | 15 mm nominal dia Pipes (Code No. 18.8.1). |
| 230 | 20 mm nominal dia Pipes (Code No. 18.8.2) |
| 231 | 25 mm nominal dia Pipes (Code No. 18.8.3) |
| 232 | 32 mm nominal dia Pipes (Code No. 18.8.4) |
| 233 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This 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 (Code No. 18.9). |
| 234 | 32 mm nominal dia Pipes (Code No. 18.9.4) |
| 235 | 40 mm nominal dia Pipes (Code No. 18.9.5) |
| 236 | 50 mm nominal dia Pipes (Code No. 18.9.6) |
| 237 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work (Code No. 18.12) |
| 238 | 25 mm Nominal bore (Code No. 18.12.3) |
| 239 | 40 mm Nominal bore (Code No. 18.12.5) |
| 240 | 50 mm Nominal bore (Code No. 18.12.6) |
| 241 | 65 mm Nominal bore (Code No. 18.12.7) |
| 242 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : (Code No. 18.17) |
| 243 | 25 mm nominal bore (Code No. 18.17.1) |
| 244 | 40 mm nominal bore (Code No. 18.17.3) |
| 245 | 50 mm nominal bore (Code No. 18.17.4) |
| 246 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : (Code No. 18.18) |
| 247 | 15 mm nominal bore (Code No. 18.18.1) |
| 248 | 25 mm nominal bore (Code No. 18.18.3) |
| 249 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. (Code No. 18.52) |
| 250 | 15 mm nominal bore (Code No. 18.52.1) |
| 251 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 (Code No. 18.53) |
| 252 | 15mm nominal bore (Code No. 18.53.1) |
| 253 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete (Code no. 19.35) |
| 254 | 450 mm dia RCC pipes (Code no. 19.35.1) |
| 255 | 600 mm dia RCC pipes. (Code no. 19.35.2) |
| 256 | Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete (Code no. 19.36) |
| 257 | 450 mm dia RCC pipes. (Code no. 19.36.1) |
| 258 | 600 mm dia RCC pipes. (Code no. 19.36.2) |
| 259 | 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 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 / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in charge. (Glazing, paneling and dash fasteners to be paid for separately) : (Code No. 21.1) |
| 260 | For fixed portion (Code No. 21.1.1) |
| 261 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) (Code no. 21.1.1.2) |
| 262 | For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) (Code No. 21.1.2) |
| 263 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) (Code no. 21.1.2.1) |
| 264 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge. (Cost of aluminium snap beading shall be paid in basic item): (Code no. 21.3) |
| 265 | With float glass panes of 5 mm thickness (weight not lessthan 12.50 kg/sqm) (Code no. 21.3.2) |
| 266 | Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete. |
| 267 | Upto 5 mm depth and 5 mm width (Code no. 21.8.1) |
| 268 | Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of: i) Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface.ii) IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area. iv) Vth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/sqm). (Code No. 22.3) |
| 269 | Any other item as per CPWD Delhi Schedule of Rates (DSR) 2023NOTE: Rates of DSR 2023 are including GST (18%). Hence, GST should be deducted while operating relevant items as all the rates in schedules of BOQ are excluding GST. Sub-Total (Excluding GST) Multiplying factor of 0.68 for Cost Index 68 for entire Western railway Jusrisdiction for CPWD DSR 2023 Items, as per Letter No. WR-HQ0ENGG(WWSR)/2/2020/E-106808 dtd. 16.09.2025 So, 68% of 5,23,66,290.35 Add 12% Escalation GRAND TOTAL OFSCHEDULE A: CPWD DSR 2023: BUILDING WORK, SHED WORK, ROAD WORK ETC (EXCLUDING GST) SCHEDULE-B NS ITEMS (EXCLUDING GST)For detail description of items, refer tender document |
| 270 | EARTHWORK, FOUNDATION, BARRICADING, PILLING |
| 271 | Excavation for foundations & trenches by Manual means in all types of soils, boulders, WBM roads, including rock not requiring blasting including dewatering by manual or mechanical means etc. as per specifications with all contractor’s own machinery and equipments, crossing of track, shoring, strutting, timbering and buttressing with sand /clay bags and all such measures necessary to retain in position the sides of the foundation pit and including backfilling, compacting the excavated material with watering, ramming, levelling the site and disposing off the surplus/unusable earth to low lying area within railway boundary with lead & all lifts as per directions of Engineer.Note for 1/NS :- Payment will be made @ 80% of accepted rate including & balance 20% will be paid on clearing of site by disposing of soils suitably. |
| 272 | Excavation in foundations by mechanical means in all types of soils, boulders, WBM roads, including rock not requiring blasting including dewatering by manual or mechanical means etc. as per specifications with all contractor’s own machinery and equipments, crossing of track, shoring, strutting, timbering and buttressing with sand /clay bags and all such measures necessary to retain in position the sides of the foundation pit and including backfilling, rolling the excavated material with watering, ramming, levelling the site and disposing off the surplus/unusable earth to low lying area within railway boundary with all leads & lifts as per directions of Engineer. Note: - 1. The rates are inclusive of all safety measures to be adopted for protection of structures in the vicinity of works. 2. Payment shall be made only for design profile and no payment shall be given for any over cut. 3. The excavation shall be done by any mechanical means to suite site conditions etc. 4. Disposing off the surplus/unusable earth to outside railway boundary with all leads & lifts as per directions of Engineer will be paid separately under relevant item. |
| 273 | Excavation in foundations in boulders including rocks requiring chiselling (blasting is not permitted) by manual and mechanical means including dewatering etc. as per specifications with all contractor's own machinery and equipment, labour, lead & lift, crossing of track, including disposing the rock / stone at suitable nominated locations as per directions of Engineer. Note: - 1. The rates are inclusive of all safety measures to be adopted for protection of structures in the vicinity of works. 2. Payment shall be made only for design profile and no payment shall be given for any over cut. 3. The excavation shall be done by any means to suite site conditions for protection of utility services such as cables, pipe lines etc. |
| 274 | Extra for disposing off surplus excavated earth or unusable/ unsuitable earth/ muck/ debris etc. outside Railway Boundary with all contractor's tools, plants, equipments and labours with loading, unloading, transport etc. complete including all lead & lift as per the direction of Engineer in charge. |
| 275 | Filling contractor's murum/good quality granular material as specified in Railway Specification without stacking directly in plinths and floors, including platforms etc. complete including watering and ramming/ compacting, all contractors labour, equipments, materials, crossing of tracks, lead & lifts etc. complete. Payment will be made based on cross-section area. Rate is inclusive of royalty to be paid to state government. |
| 276 | Providing backfilling with stone boulders of approved quality behind abutment, return wall, wing wall etc, with all contractor's stone materials, labours, tools and plants etc. including all taxes, royalty, all lead and lifts, transportation etc. complete as per Railway's specifications and direction of Engineer -in-charge.NOTE: 1. If contractor uses stone/boulders released from Railway’s cuttings/foundations after breaking them to required size, for which a deduction of Rs 150/- per cum will be made. |
| 277 | Providing and Fixing temporary barricading to enclose construction area of minimum 2.40 meters high with mild steel angle frame of size 75 x 75 x 8 mm and GI corrugated sheet of 0.5 mm thickness as per the approved drawing attached with the bid document as Appendix VI, including foundations. The rate includes one coat of red oxide primer before erection, two coats of approved paint & shade (including MRVC logo at every 15-20 metre) as per the specifications, erecting in position, welding / bolting. The rate includes cost of all materials, including fixtures, bolts, painting, labour, transportation, leads, lifts, crossing of tracks, etc., complete. As directed by the engineer. Note: 1. Payment schedule: a) 60% payment will be released on installation as per approved drawing. b) 10% of the payment will be made for satisfactory maintenance of barricading after six months including one coat of painting. Additional 10% will be paid after satisfactory maintenance after 12 months including one coat of painting. c) Balance 20% payment will be made on completion of work at site as certified and directed by Engineer-in Charge and on removal & clearing of site. 2. Released materials will be the property of contractor after satisfactory completion of work. Contractor has to remove and clear the site after work is over. |
| 278 | Providing and removing barricading with the help of portable fencing along the running track where the work is to be done in close vicinity of the track. Fencing shall consist of self supporting steel angles of size 50 x 50 x 0.5 mm colour bond (Zincalume/galvalume) sheet, 1.5m long provided with hooks etc. and embedded in CC 1:2:4 block of size 0.23x0.23x0.23M placed at c/c distance of 2.0 M along the track. 12 mm dia. rods in three horizontal layers tack welded with the angle posts including providing green colour cloth &Retro-reflective tapes in Horizontal & vertical direction. Note:1. Released material will be the property of the contractor after the completion of work. Rate is also inclusive of protection and maintenance of barricading during construction period.2. Dismantling of barricading shall be done after approval of Engineer In-Charge.3. After construction period, extra payment for maintenance of barricading will be made in the relavant item, if barricading is required beyond completion period as approved by Engineer In-Charge. |
| 279 | Providing rubble soling in foundations, etc. with all contractor's stone, material, labour, tools & plants etc. including all lead & lift, transportation etc complete as per Railway's/MRVC specifications and direction of Engineer-in-charge.Notes:1. If contractor uses stone/boulders released from Railway's cuttings/foundations after breaking them to required size, for which a deduction of Rs 150/- per cum will be made. |
| 280 | Cutting of trees more than 60 cm girth including depositing the wood at nominated locations with loading, transporting etc. The contractor shall obtain necessary approval from concerned authorities for cutting/transplanting trees. The required payment to concerned authority for obtaining permission will be made by MRVC. |
| 281 | Girth of tree over 60 cm and upto 120 cm |
| 282 | Girth of tree over 120 cm and upto 180 cm |
| 283 | Girth of tree over 180 cm |
| 284 | Transplanting of existing trees by uprooting, shifting & placing in pits excavated of suitable size within one KM distance and refilling with manure & soil and maintaining the plant for 12 months. (i) 40% payment will made after proper transplanting of trees. (ii) 30% payment will be made after maintenance of 6 months for survived trees. (iii) 30% payment will be made after maintenance of one year for survived trees. The trees transplanted under this item will not be considered for payment under item 19 for cutting. |
| 285 | Obtaining administrative approval from tree authority for the cutting/transplanting of trees coming in the way of proposed work including preparation of drawing showing the details of trees, processing for the sanction etc. complete. Note:- 1. Fees for obtaining permission of tree cutting/transplanting etc. will be paid separately by MRVC. 2. The required permission/all formalities from concerned tree authority will be obtained by contractor. 3. One job means permission for tree cutting/transplanting in all locations of the Lot as applicable and specified by Engineer |
| 286 | Credit for taking away already cut wood.Note: The payment of the item will be paid on the basis of difference of weight of empty truck and loaded truck with cut woodl. The cut woodl will be taken away by the agency under proper authority letter from MRVC authorized representative at site. Loading/unloading of cut woodl should be arranged by the contractor, and no extra payment will be made for the same. Regarding taking permission from local concerned authorities, the same will be done by the agency at their level and no extra payment will be made for this. However,permission of cutting tress/branches will be obtained by the agency and necessary charges levied by local bodies for cutting of trees will be arranged by MRVC as stated in the relevant item.. |
| 287 | To carry out Plate Load Test as per IS Specifications to determine the Bearing Capacity of soil as directed by Railway Engineer at the locations of bridges and to supply detailed report in 3 (Three)copies giving full analysis for determination of bearing capacity. Note: The requirement of this test at various locations will be decided by Engineer-in-charge. |
| 288 | Conducting Static Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Load testing on any pile by static load test as per IS Code method including making all arrangement, machineries like Piling Winch, Chisel, covering plate on test pile, Emitter, Reflector and other instruments required for displacement measuring tool and plant, labour etc. complete & submitting the test result as required in acceptable form to the satisfaction of Engineer-in- Charge. |
| 289 | Initial load test up to 100 ton capacity pile |
| 290 | Extra for every increase of 50 ton in pile capacity or part thereof over 100 ton |
| 291 | Conducting High strain Dynamic testing as per ASTM D 4945-89 (Code of American Society for Testing and Material) on cast-in -situ RCC pile of 600 mm diameter inclusive of analysis including all contractor's equipments, manpower, site preparation, build up of pile head, lead and lifts etc complete as per standard procedure, and as directed by the Engineer in Charge. Note :- Rate is inclusive of1)All equipment such as hammer, crane, steel plate, plywood, fuel, power, water etc. 2)All labour and consumable required 3)Mobilisation of equipments, staff etc.4)Preparation and submission of Reports in 3 copies.5)Site preparation6)Extra length of pile head to be casted for dynamic testing and also dismantling of the same after test. |
| 292 | Conducting low strain pile integrity test on RCC bored piles of any dia, using standard equipment confirming to ASTM- D5882. The rate includes submission of reports in 4 copies including one soft copy. |
| 293 | Providing cast-in-situ vertical bored piles in design mix reinforced cement concrete of M-35 Grade with 20 mm graded machine crushed stone aggregate through all types of soils, boulders, soft rock and hard rock including boring, chiselling and socketing in rock with all contractor's labour, material (except reinforcement steel), tools and plants, chemicals, admixtures, all lead and lift, crossing of tracks etc. as per specifications, weigh batching of ingredients, mechanical mixing, placing, providing permanent / temporary liners (payment of permanent liners will be made separately) disposal of excavated materials within railway premises as per direction of Engineer-in-charge, levelling of ground, chipping off pile top to remove laitance concrete above cut-off level including cutting and removing liner above cut-off level etc. complete as per direction of Engineer-in charge. (Minimum Cement (OPC) content 400 kg/Cum, Fly Ash 50 Kg/Cum and Maximum Water Cement ratio 0.40)Notes:1. Steel reinforcement and permanent MS liners will only be paid separately.2. Length of piles shall be measured from the cut off level upto the founding level.3. Rate is inclusive of chloride free admixture such as super plasticizer and cover blocks.4. The rate is inclusive of chipping of pile top to remove laitance and concrete above cut off level.5. The rate is inclusive of any levelling of ground or filling required to make working platform for piling and removing the platform and cleaning of site after piling work to its original condition.6. No empty boring shall be payable.7. The guidelines for deciding depth of embedment are given in specification.8. Minimum depth of embedment in rock shall be as per approved drawing. |
| 294 | 600 mm dia. |
| 295 | Supplying, fabricating, fixing, driving and providing mild steel liners 6 mm to 8 mm thick as per directions of Engineer-in-charge and permanently left in place for piles with bending to shape, welding, with all contractor's materials, labour, tool & plant etc. complete as per specifications and direction of Engineer-in-charge.Note:1. Liners shall be provided for full height of pile or upto the depth of refusal of liners including the height of pile to be chipped off or as per the instructions of the Engineer. Liner shall be paid only upto cut off level of pile. Liner above cut off level, if initially provided, shall not be paid. Contractor will be allowed to take away liner-wastage above cut off level.2. Nothing extra shall be payable for any wastage, fabrication tolerances etc.3. Depth of liner shall be decided by Engineer-in-charge at site and his decision shall be final and binding on the contractor. |
| 296 | Providing Two Coats of Coal Tar Epoxy of Anticorrosive coal tar epoxy Hi Build Compound over one primer coat of epoxy zinc phosphate with all lead and lift including all contractors labour, material, tools & plants etc. complete. |
| 297 | Providing and applying epoxy paint of approved quality as per CECRI, Karaikudi Integrated 4 coat system on exposed surfaces of concrete structures confirming to specifications as mentioned in technical specifications with contractors own paint, materials, labour, lead & lift, crossing of track, scaffolding, staging etc. Complete. |
| 298 | Providing and fixing machine moulded factory made Precast cement concrete solid block Grade C (5.0) with block density more than 1800 Kg/cum in substructure and super-structure including platform walling, conforming to IS: 2185 (Pt. I) as per approved drawing including hoisting and setting in position with cement mortar 1:3 including centering, shuttering, curing and finishing with all lead and lift including crossing of tracks with all safety precautions for working close to track with contractors labour, materials, tools and plants etc complete to the specification & finish as directed by engineer in charge. |
| 299 | Providing and fixing Precast cement Siporex block in substructure and super-structure in all floors of approved size for wall and raising of area including hoisting and setting in position with cement mortar 1:3 including centring, shuttering, curing and finishing with all lead and lift with contractor’s labour, material, tools and plants etc complete to the specification & finish as directed by engineer in charge. |
| 300 | Providing and laying ready mix concrete (RMC) M-20 grade PCC with well graded machine crushed stone aggregate of size not more than 20 mm of approved quality with minimum cement content of 340 Kg/cum & maximum water cement ratio of 0.4, including form work wherever necessary. Note: 1. Rate is inclusive of Chloride free admixture such as super plasticizer. 2. Only construction joint shall be permitted. 3. Form work shall be approved by Engineer- in -charge before use. 4. The contractor shall install automatic batching plant of suitable capacity or use RMC for the concreting work, except for the location and components of work permitted by engineer in charge for use of mechanical mixer at site. For such concreting without RMC, deduction at the rate of Rs. 500 per cum will be made from payment. |
| 301 | Providing RCC, ready mix concrete (RMC) M35 grade with 20 mm size graded machine crushed stone aggregate with minimum cement content of 400 Kg/cum & maximum water cement ratio of 0.4. Note: - 1. Rate is inclusive of Chloride free admixture such as super plasticizer. 2. Only construction joint shall be permitted. 3. Form work shall be approved by Engineer- in -charge before use. 4. The contractor shall install automatic batching plant of suitable capacity or use RMC for the concreting work, except for the location and components of work permitted by engineers in charge for use of mechanical mixer at site. For such concreting without RMC, deduction at the rate of Rs. 500 per cum will be made from payment. 5. Steel reinforcement will be paid separately. 6. Rates are excluding of permanent shuttering and permanent form work in case of item no. 14(d) for deck slabs/ extension to deck slabs of FOBs, elevated decks, skywalks, staircases, etc. where the decking sheet/ steel sheet are provided for safety in OHE and crowded area in this case decking sheet/steel sheet paid separately in relevant items. 7. Rates are inclusive of temporary form work of approved quality and material for temporary side/bottom shuttering, staging and scaffolding, dewatering, placing using pumps/placer boom/crane & bucket, compaction, finishing the surface and curing of concrete with all contractors’ tools, plants, labours and materials of approved quality, all lead and lift, crossing of track, etc complete as per specification & direction of Engineer -In-Charge. |
| 302 | Reinforced Cement Concrete of M-35 grade in pile caps, footings, Raft and foundations, etc., of all types of structures like FOBs, Decks, Skywalks, Staircases, Escalators, lifts etc. |
| 303 | Reinforced Cement Concrete of M-35 grade for columns, column caps, beams, pedestals, piers, pier caps etc., of all types of structures like FOBs, Decks, Skywalks, Staircases, Escalators, lifts etc. |
| 304 | Reinforced Cement Concrete of M-35 grade for all type of RCC Walls (i.e., Lift walls, Escalators pit walls etc.) |
| 305 | Reinforced Cement Concrete, of M35 grade for deck slabs/extension to deck slabs of FOBs, Decks, Skywalks, Staircase waist slabs, etc., to be casted with permanent Decking Sheet/ permanent shuttering at all height. |
| 306 | Providing RCC, Ready Mix Concrete (RMC) of M25 grade with 20 mm size graded machine crushed stone aggregate with minimum cement content of 375 Kg/cum. Note: - 1. Rate is inclusive of Chloride free admixture such as super plasticizer. 2. Only construction joint shall be permitted. 3. Form work shall be approved by Engineer- in -charge before use. 4. The contractor shall install automatic batching plant of suitable capacity or use RMC for the concreting work, except for the location and components of work permitted by engineers in charge for use of mechanical mixer at site. For such concreting without RMC, deduction at the rate of Rs. 500 per cum will be made from payment. 5. Steel reinforcement will be paid separately. 6. Rates are inclusive of temporary form work of approved quality and material for temporary side and bottom shuttering, staging and scaffolding, dewatering, placing using pumps/placer boom/crane & bucket, compaction, finishing the surface and curing of concrete with all contractors’ tools, plants, labours and materials of approved quality, all lead and lift, crossing of track, etc complete as per specification & direction of Engineer -In-Charge. |
| 307 | Providing and placing in position high yield strength deformed TMT bars of Fe 500D grade procured from primary manufacturer such as SAIL, JINDAL, TISCO or Rashtriya Ispat Nigam Ltd. conforming to IS 1786 of all diameters in RCC works. The rates includes supply, loading, unloading, transporting to site, cutting, bending, hooking, placing and fixing in position with contractor’s galvanized binding wire of 18 SWG, cover block of same grade concrete, labour, tools & plants all lead & lift, crossing of tracks etc. as per the approved drawings as directed by the Engineer. Note: 1. The item will be paid only for quantities used actually excluding overlaps other than designed and as indicated in technical specifications. 2. The wastage, cut pieces shall be taken away by the contractor and the same will not be paid. |
| 308 | STEEL WORK & ROOFING |
| 309 | Providing, Fabricating, Assembling and erecting in position built up structural steel members from standard structural steel sections procured from primary manufacturer such as SAIL, TISCO, RashtriyaIspat Nigam LTD, Jindal & Essar confirming to IS 2062-2006 (including latest amendment) including welding with approved quality, bolting in foot over bridge, skywalks, columns, ramps, stair cases, sheds, track dividers, fencing etc. with all contractor's material, labours, tool, plant , Equipments, labours, consumables etc. complete with all lead and lift as directed by Engineer. |
| 310 | Note: 1. Payment will be made for standard weight of structural steel sections.2. Rate includes supply of HSFG / Service bolts / HTS bolts etc as may be required (except foundation bolt), nuts, washers, welding, tools & plants, loading & unloading, transport & fuel, labours, all lead and lift, crossing of track if required etc. and item is payable as per weight assessment based on standard sectional weights of members. Weight of bolts & nuts etc. shall not be considered for payment.3. Stages of Payments :-a. 40% of the payment will be made on receipt of supply of material duly accepted by MRVC at welding depot/ workshop.b. 30% of the payment will be made on fabrication of steel elements and bringing it to the site of work.c. 20% of the payment will be released on erection of steel work at proper location.d. 10% of payment will be released on completion of line and level work of erection and on completion of painting.4. For welding of FOB/Skywalk girders, submerged arc welding and for columns CO2 welding is to be used and HSFG/HTS bolts of Grade 8.8/ 10.9 to be used for bolting in splicing.5. An addition in weight for welds and bolts are to be made as follows:a. 3% in case of bolted workb. 2% in case of composite (bolted and welded) workc. 1 % in case of purely welded work.6. Metalizing and Painting of all structural members will be paid separately under relevant item in the schedule. |
| 311 | Structural Members Not requiring any traffic or power block for erection/launching - Working on ramps/staircase of FOBs on either ends (not on platforms), skywalks away from track and fencing of boundary and for green patches shall be paid under this item. |
| 312 | Structural Members requiring traffic or power block on Railway track for erection/launching and erected Under traffic and power block or under special safety precautions such as – Working on all platforms and working across tracks, close to tracks and above OHE for FOBs and Skywalks and working for track divider shall be paid under this item. |
| 313 | Extra for using high grade structural steel plates/sections of YST 350 from SAILMA conforming to IS 8500 or S 355 grade conforming to EN 10025 from TATA/ JINDAL or similar equivalent as approved in relevant Items. |
| 314 | Supply fabrication and Erection of Square Hollow Section/Rectangular Hollow Section & Circular Hollow Section structural steel conforming to IS 4923 and IS 1161 respectively of YST 310 grade of Tata Structura or JSW or Apollo or similar equivalent and thickness as indicated in drawing including required profile, shape and using structural sections including anchor bolts fabricated/ procured to the required profile and shape as called for, hoisted, installed in position including all cutting, welding, grinding & all operations, necessary templates and zigs, adequate temporary supports, scaffolding, staging, etc. including all tests on material required as per specifications. This item is primarily for roofing and its supporting frame work for FOBs, Skywalks and column and roofing of cover over platforms etc. as indicated in approved drawings. Every precaution to be taken against rusting of section. Necessary precaution to be taken during welding to avoid distortions and residual stresses.Notes:1. Payment will be made for standard weight of structural steel sections.2. Rate includes supply of bolts including HSFG/HTS bolts of grade 8.8 / 10.9 (except foundation bolt), nuts, washers including plain washers, packing washers, hardened washers, tapered washers including Direct Tension Indicators (DTI), as per provisions of IS: 4000 and RDSO specifications BS 111, welding, tools & plants, loading & unloading, transport & fuel, labours, all lead and lift, crossing of track if required etc. and item is payable as per weight assessment based on standard sectional weights of members. Weight of bolts & nuts etc shall not be considered for payment. Nothing extra will be paid for Railway traffic block working.3. Stages of Payments :-a. 40% of the payment will be made on receipt of supply of material at welding depot/ workshop duly accepted by MRVC.b. 30% of the payment will be made on fabrication of steel elements and bringing it to the site of work.c. 20% of the payment will be released on erection of steel work at proper location.d. 10% of payment will be released on completion of line and level work of erection and on completion of painting.4. Metalizing and Painting of all members will be paid separately under relevant item in the schedule. |
| 315 | Providing Aluminium Spray Metalizing including applying one coat of etch primer to various members of FOB/Skywalk across the track such as main girders, cross girders, stiffeners, bracings, etc in two layers after preparing surface by sand/grit blasting as per provisions laid in Appendix VII of IRS B-1-2001 code (latest edition) and provisions of bridge manuals with contractor's own materials, tools, plants, labour, loading, unloading, transportation, handling, re-handling, if any including all lead, lifts, descents, crossing of track, etc. complete in all respect and as per direction of the engineer-in-charge. |
| 316 | Providing and applying Epoxy zinc phosphate Primer of \\"ASIAN\\" or similar brand of approved standard and quality on steel works as per specification attached, including cleaning as may be required with all contractors material, labours, tools & plants, machineries, consumables etc. complete as directed by Engineer-in-charge. |
| 317 | Providing and applying with Micaceous Iron Oxide intermediate coat of \\"ASIAN\\" or similar brand of approved standard and quality on steel works as per specification attached, with all contractors material, labours, tools & plants, machineries, consumables etc. complete as directed by Engineer-in-charge. |
| 318 | Providing and applying two coat of Polyurethane Aluminium paint of \\"ASIAN\\" or similar brand of approved standard and quality on steel works as per specification attached, with all contractors material, labours, tools & plants, machineries, consumables etc. complete as directed by Engineer-in-charge. |
| 319 | Providing, fabricating and supplying Hot-Dip Galvanized (300 gm/sqm), Holding Down Bolts of grade 8.8 conforming to IS:1367 (part3) -1991 (including latest amendment) and as per the detailed shop drawing including all assemblies and accessories that are required to be embedded in concrete work. Bolts shall be of sufficient length to ensure that a minimum 40 mm length of threaded portion is embedded in concrete. Threaded portion to be left projecting outside the concrete surface shall be as per requirement of supplier's design and approved drawings and shall be protected from damage. Cost of fabricated, assembled and supplied bolts shall include all necessary expenses incurred, including costs of all washers, nuts, lock nuts and pins that may be required for securing the structural member with the embedded bolts. |
| 320 | Providing and fixing on previously erected purlins or wall framework, colour bond (Zincalume/galvalume) sheet of 0.5mm TCT with feed material of 0.45 mm BMT of XRW steel-high tensile with minimum 550 MPA yield strength as per specifications of Tata BlueScope or equivalent make with corrugated or Trafford design approved by Engineer-in-charge for roofing, walling, etc. The Polyester coating shall be 20 microns (DFT) on exposed surface and 5 microns (DFT) on unexposed surface over 5 microns (DFT) of polyester primer on both surfaces on CRCA steel with hot dip coating of 150 gsm mass alloy of 55% Aluminium + 43.5% Zinc and 1.5% silicon (AZ 150) as per ASTM A792M. The sheets shall be fixed with SDST Screws confirming to AS 356 class 3, with EDPM washers. Fixtures used for fixing the sheets shall be as per manufacturer's specification. Rate is inclusive of overlaps, all fixtures like bolts, washers, screws etc. complete as per drawing, with all contractor's material, labours, tools & plants, lead & lifts, crossing of tracks, transportation, machineries, consumables etc. complete as directed by Engineer-In-charge. |
| 321 | Providing and fixing in position colourless corrugated polycarbonate sheet of approved quality 2 mm thick, GE lexan with 80% of light transmission with profile to matching with existing sheets used in roof/north light truss with side top of 150 mm if required with water proofing joints with all materials, tools, plants, fuel, labours leads & lifts complete in all respect as per instructions and to the satisfaction of Engineer-in-charge. |
| 322 | FLOORING |
| 323 | Providing and fixing 18 mm thick granite gang saw cut mirror polished pre-moulded and pre-polished) machine cut for booking counters and window sills, facias and similar locations of required size of approved shade, colour and texture ,laid over 20 mm thick base cement mortar 1:3 (1 cement :3 course sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edge to give high gloss finish etc complete at all levels with all contractor’s material, labour, tools and plants with all lead and lifts, transportation etc complete. |
| 324 | Extra for providing edge moulding to 16 mm to 20 mm thick marble/granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by the Engineer-in-Charge. |
| 325 | Extra for cutting groove in granite provided in tread of steps upto 5mm wide and 6mm deep with all contractor's labour, tools, plant, consumable etc. complete with all lead and lift |
| 326 | Supplying and fixing in position Kota stone slabs 25 mm thick in flooring for stores and depots, etc. of approved quality, good polish including Titanium oxide waxing, etc. laid over 20 mm thick base of cement mortar and jointing with cement slurry mixed with pigments to match the shade of tiles with contractor's own labour, materials, all leads & lift etc. complete. The rate also includes provision of rounding edges wherever required. |
| 327 | Supplying and fixing in position Kota stone slabs 25 mm thick in flooring for stores and depots, etc. of approved quality, good polish including Titanium oxide waxing, etc. laid over 20 mm thick base of cement mortar and jointing with cement slurry mixed with pigments to match the shade of tiles with contractor's own labour, materials, all leads & lift etc. complete. The rate also includes provision of rounding edges wherever required. |
| 328 | 2.0 SCHEDULE A: CPWD DSR 2023: BUILDING WORK, SHED WORK, ROAD WORK ETC For detail description of items, refer CPWD DSR 2023 (https://cpwd.gov.in/Documents/cpwd_publication.aspx) |
| 329 | Clearing jungle including uprooting of rank vegetation, grass, brushwood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.(Code no. 2.31) |
| 330 | Supplying and applying pre tested and approved water based concrete curing compound to concrete/ masonry surface, all as per manufacturer’s specification and direction of Engineer-in-charge. (Code no. 5.41) |
| 331 | Non pigmented wet curing compound (Code no. 5.41.1) |
| 332 | 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. (COde no. 8.31) |
| 333 | Designing, fabricating, testing, installing and fixing in position Curtai Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including:(a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. (b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4 mm thick aluminium composite panel material consisting of 3 mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5 mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. (c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium items. The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. (Code no. 8.32) |
| 334 | 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). (Code no. 9.1) |
| 335 | Second class teak wood (Code no. 9.1.1) |
| 336 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete (Code no. 9.48) |
| 337 | Fixed to openings /wooden frames with rawl plugs screws etc. (Code no. 9.48.2) |
| 338 | 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. (Code No. 9.84) |
| 339 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. (Code no. 9.121) |
| 340 | Providing and fixing to existing door frames: (Code no. 9.122) |
| 341 | 30 mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames. (COde no. 9.122.1) |
| 342 | Providing and fixing magnetic catcher of approved quality in cupboard / ward robe shutters, including fixing with necessary screws etc. complete. (Code No. 9.114) |
| 343 | Triple strip vertical type (Code No. 9.114.1) |
| 344 | 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. (Code no. 10.3) |
| 345 | Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard designcomplete. (Code no. 10.17) |
| 346 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). (code no. 10.28) |
| 347 | Providing and laying Polished 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. (Code no. 11.56) |
| 348 | Polished Granite stone slab of colour Black, Cherry/Ruby Red or equivalent (Code mo. 11.56.1) |
| 349 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. (Code no. 12.41) |
| 350 | 75 mm diameter (Code no. 12.41.1) |
| 351 | 110 mm diameter (Code no. 12.41.2) |
| 352 | Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main “T” runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross “T” of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main “T” at 600 mm center to center to form a grid of 1200x600 mm and secondary cross “T” of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main “T” runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. (Code no. 12.52) |
| 353 | 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, made of Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16 mm thick fire retardant PVC film on the face side and 12 micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. (Code no. 12.52.3) |
| 354 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. (Code no. 13.26) |
| 355 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : (Code no. 13.41) |
| 356 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre (Code no. 13.41.1) |
| 357 | EXTERIOR FINISHING: Finishing walls with textured exterior paint of required shade : (Code no. 13.45) |
| 358 | New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm (Code no. 13.45.1) |
| 359 | Finishing walls with ready mixed Premium acrylic emulsion paint (Company Depot Tinted) having VOC less than 50 gm/litre and UV 0resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade with silicon additives. |
| 360 | New work (Two or more coats applied @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. (Code no. 13.48A.1) |
| 361 | EXTERIOR FINISHING: Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : (Code no. 13.61) |
| 362 | Two or more coats on new work (Code no. 13.61.1) |
| 363 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. (Code no. 13.80) |
| 364 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. (Code no. 16.1) |
| 365 | Providing and laying bitumen mastic wearing course (as per specifications) with industrial bitumen of grade 85/25 conforming to IS : 702, prepared by using mastic cooker and laid to required level and slope, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of approved size at the rate of 0.005 cum per 10 sqm and at approximate spacing of 10 cm centre to centre in both directions, pressed into surface protruding 1 mm to 4 mm over mastic surface, including cleaning the surface, removal of debris etc. all complete. (Considering bitumen using 10.2% as per MORTH specification). (Code 16.37) |
| 366 | 40 mm thick (Code no. 16.37.2) |
| 367 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineerin- charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately. (Code no. 16.43) |
| 368 | Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer (Code no. 16.43.2) |
| 369 | Extra for providing and mixing hardening compound of approved quality as per manufacturer’s specification in cement concrete. (Code no. 16.44) |
| 370 | Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge (Code no. 16.46) |
| 371 | Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge.(Code no. 16.46.1) |
| 372 | Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. (Code no. 16.50) |
| 373 | Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesivebacking which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing , specification and direction of Engineer-in-charge. (Code 16.59) |
| 374 | Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm (Code 16.59.1) |
| 375 | Cautionary /warning sign boards of equilateral triangular shape having each side of 900 mm with support length of 3650 mm (Code 16.59.2) |
| 376 | Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-in-charge.(Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment). (Cod eno. 16.60) |
| 377 | Overhead informatory road signage (Code no. 16.60.1) |
| 378 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. (Code No. 16.62) |
| 379 | Providing and laying 60 mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. (Code no. 16.68) |
| 380 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineerin- charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). (Code no. 16.69) |
| 381 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineerin-Charge (Code no. 16.78) |
| 382 | With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 (Code no. 16.78.1) |
| 383 | Construction of dry lean cement concrete sub base over a prepared subgrade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver,compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge. (Code no. 16.80) |
| 384 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : (Code no. 17.4) |
| 385 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern (Code no. 17.4.1) |
| 386 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: (Code No. 17.7) |
| 387 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps (Code No. 17.7.1) |
| 388 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. (Code No. 17.31) |
| 389 | Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. (Code No. 17.33) |
| 390 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of 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. (Code No. 18.8) |
| 391 | 15 mm nominal dia Pipes (Code No. 18.8.1). |
| 392 | 20 mm nominal dia Pipes (Code No. 18.8.2) |
| 393 | 25 mm nominal dia Pipes (Code No. 18.8.3) |
| 394 | 32 mm nominal dia Pipes (Code No. 18.8.4) |
| 395 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This 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 (Code No. 18.9). |
| 396 | 32 mm nominal dia Pipes (Code No. 18.9.4) |
| 397 | 40 mm nominal dia Pipes (Code No. 18.9.5) |
| 398 | 50 mm nominal dia Pipes (Code No. 18.9.6) |
| 399 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work (Code No. 18.12) |
| 400 | 25 mm Nominal bore (Code No. 18.12.3) |
| 401 | 40 mm Nominal bore (Code No. 18.12.5) |
| 402 | 50 mm Nominal bore (Code No. 18.12.6) |
| 403 | 65 mm Nominal bore (Code No. 18.12.7) |
| 404 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : (Code No. 18.17) |
| 405 | 25 mm nominal bore (Code No. 18.17.1) |
| 406 | 40 mm nominal bore (Code No. 18.17.3) |
| 407 | 50 mm nominal bore (Code No. 18.17.4) |
| 408 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : (Code No. 18.18) |
| 409 | 15 mm nominal bore (Code No. 18.18.1) |
| 410 | 25 mm nominal bore (Code No. 18.18.3) |
| 411 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. (Code No. 18.52) |
| 412 | 15 mm nominal bore (Code No. 18.52.1) |
| 413 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 (Code No. 18.53) |
| 414 | 15mm nominal bore (Code No. 18.53.1) |
| 415 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete (Code no. 19.35) |
| 416 | 450 mm dia RCC pipes (Code no. 19.35.1) |
| 417 | 600 mm dia RCC pipes. (Code no. 19.35.2) |
| 418 | Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete (Code no. 19.36) |
| 419 | 450 mm dia RCC pipes. (Code no. 19.36.1) |
| 420 | 600 mm dia RCC pipes. (Code no. 19.36.2) |
| 421 | 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 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 / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in charge. (Glazing, paneling and dash fasteners to be paid for separately) : (Code No. 21.1) |
| 422 | For fixed portion (Code No. 21.1.1) |
| 423 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) (Code no. 21.1.1.2) |
| 424 | For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) (Code No. 21.1.2) |
| 425 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) (Code no. 21.1.2.1) |
| 426 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge. (Cost of aluminium snap beading shall be paid in basic item): (Code no. 21.3) |
| 427 | With float glass panes of 5 mm thickness (weight not lessthan 12.50 kg/sqm) (Code no. 21.3.2) |
| 428 | Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete. |
| 429 | Upto 5 mm depth and 5 mm width (Code no. 21.8.1) |
| 430 | Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of: i) Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface.ii) IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area. iv) Vth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/sqm). (Code No. 22.3) |
| 431 | Any other item as per CPWD Delhi Schedule of Rates (DSR) 2023NOTE: Rates of DSR 2023 are including GST (18%). Hence, GST should be deducted while operating relevant items as all the rates in schedules of BOQ are excluding GST. Sub-Total (Excluding GST) Multiplying factor of 0.68 for Cost Index 68 for entire Western railway Jusrisdiction for CPWD DSR 2023 Items, as per Letter No. WR-HQ0ENGG(WWSR)/2/2020/E-106808 dtd. 16.09.2025 So, 68% of 4,64,11,388.59 Add 12% Escalation GRAND TOTAL OFSCHEDULE A: CPWD DSR 2023: BUILDING WORK, SHED WORK, ROAD WORK ETC (EXCLUDING GST) SCHEDULE-B NS ITEMS (EXCLUDING GST)For detail description of items, refer tender document |
| 432 | EARTHWORK, FOUNDATION, BARRICADING, PILLING |
| 433 | Excavation for foundations & trenches by Manual means in all types of soils, boulders, WBM roads, including rock not requiring blasting including dewatering by manual or mechanical means etc. as per specifications with all contractor’s own machinery and equipments, crossing of track, shoring, strutting, timbering and buttressing with sand /clay bags and all such measures necessary to retain in position the sides of the foundation pit and including backfilling, compacting the excavated material with watering, ramming, levelling the site and disposing off the surplus/unusable earth to low lying area within railway boundary with lead & all lifts as per directions of Engineer.Note for 1/NS :- Payment will be made @ 80% of accepted rate including & balance 20% will be paid on clearing of site by disposing of soils suitably. |
| 434 | Excavation in foundations by mechanical means in all types of soils, boulders, WBM roads, including rock not requiring blasting including dewatering by manual or mechanical means etc. as per specifications with all contractor’s own machinery and equipments, crossing of track, shoring, strutting, timbering and buttressing with sand /clay bags and all such measures necessary to retain in position the sides of the foundation pit and including backfilling, rolling the excavated material with watering, ramming, levelling the site and disposing off the surplus/unusable earth to low lying area within railway boundary with all leads & lifts as per directions of Engineer. Note: - 1. The rates are inclusive of all safety measures to be adopted for protection of structures in the vicinity of works. 2. Payment shall be made only for design profile and no payment shall be given for any over cut. 3. The excavation shall be done by any mechanical means to suite site conditions etc. 4. Disposing off the surplus/unusable earth to outside railway boundary with all leads & lifts as per directions of Engineer will be paid separately under relevant item. |
| 435 | Excavation in foundations in boulders including rocks requiring chiselling (blasting is not permitted) by manual and mechanical means including dewatering etc. as per specifications with all contractor's own machinery and equipment, labour, lead & lift, crossing of track, including disposing the rock / stone at suitable nominated locations as per directions of Engineer. Note: - 1. The rates are inclusive of all safety measures to be adopted for protection of structures in the vicinity of works. 2. Payment shall be made only for design profile and no payment shall be given for any over cut. 3. The excavation shall be done by any means to suite site conditions for protection of utility services such as cables, pipe lines etc. |
| 436 | Extra for disposing off surplus excavated earth or unusable/ unsuitable earth/ muck/ debris etc. outside Railway Boundary with all contractor's tools, plants, equipments and labours with loading, unloading, transport etc. complete including all lead & lift as per the direction of Engineer in charge. |
| 437 | Filling contractor's murum/good quality granular material as specified in Railway Specification without stacking directly in plinths and floors, including platforms etc. complete including watering and ramming/ compacting, all contractors labour, equipments, materials, crossing of tracks, lead & lifts etc. complete. Payment will be made based on cross-section area. Rate is inclusive of royalty to be paid to state government. |
| 438 | Providing backfilling with stone boulders of approved quality behind abutment, return wall, wing wall etc, with all contractor's stone materials, labours, tools and plants etc. including all taxes, royalty, all lead and lifts, transportation etc. complete as per Railway's specifications and direction of Engineer -in-charge.NOTE: 1. If contractor uses stone/boulders released from Railway’s cuttings/foundations after breaking them to required size, for which a deduction of Rs 150/- per cum will be made. |
| 439 | Providing and Fixing temporary barricading to enclose construction area of minimum 2.40 meters high with mild steel angle frame of size 75 x 75 x 8 mm and GI corrugated sheet of 0.5 mm thickness as per the approved drawing attached with the bid document as Appendix VI, including foundations. The rate includes one coat of red oxide primer before erection, two coats of approved paint & shade (including MRVC logo at every 15-20 metre) as per the specifications, erecting in position, welding / bolting. The rate includes cost of all materials, including fixtures, bolts, painting, labour, transportation, leads, lifts, crossing of tracks, etc., complete. As directed by the engineer. Note: 1. Payment schedule: a) 60% payment will be released on installation as per approved drawing. b) 10% of the payment will be made for satisfactory maintenance of barricading after six months including one coat of painting. Additional 10% will be paid after satisfactory maintenance after 12 months including one coat of painting. c) Balance 20% payment will be made on completion of work at site as certified and directed by Engineer-in Charge and on removal & clearing of site. 2. Released materials will be the property of contractor after satisfactory completion of work. Contractor has to remove and clear the site after work is over. |
| 440 | Providing and removing barricading with the help of portable fencing along the running track where the work is to be done in close vicinity of the track. Fencing shall consist of self supporting steel angles of size 50 x 50 x 0.5 mm colour bond (Zincalume/galvalume) sheet, 1.5m long provided with hooks etc. and embedded in CC 1:2:4 block of size 0.23x0.23x0.23M placed at c/c distance of 2.0 M along the track. 12 mm dia. rods in three horizontal layers tack welded with the angle posts including providing green colour cloth &Retro-reflective tapes in Horizontal & vertical direction. Note:1. Released material will be the property of the contractor after the completion of work. Rate is also inclusive of protection and maintenance of barricading during construction period.2. Dismantling of barricading shall be done after approval of Engineer In-Charge.3. After construction period, extra payment for maintenance of barricading will be made in the relavant item, if barricading is required beyond completion period as approved by Engineer In-Charge. |
| 441 | Providing rubble soling in foundations, etc. with all contractor's stone, material, labour, tools & plants etc. including all lead & lift, transportation etc complete as per Railway's/MRVC specifications and direction of Engineer-in-charge.Notes:1. If contractor uses stone/boulders released from Railway's cuttings/foundations after breaking them to required size, for which a deduction of Rs 150/- per cum will be made. |
| 442 | Cutting of trees more than 60 cm girth including depositing the wood at nominated locations with loading, transporting etc. The contractor shall obtain necessary approval from concerned authorities for cutting/transplanting trees. The required payment to concerned authority for obtaining permission will be made by MRVC. |
| 443 | Girth of tree over 60 cm and upto 120 cm |
| 444 | Girth of tree over 120 cm and upto 180 cm |
| 445 | Girth of tree over 180 cm |
| 446 | Transplanting of existing trees by uprooting, shifting & placing in pits excavated of suitable size within one KM distance and refilling with manure & soil and maintaining the plant for 12 months. (i) 40% payment will made after proper transplanting of trees. (ii) 30% payment will be made after maintenance of 6 months for survived trees. (iii) 30% payment will be made after maintenance of one year for survived trees. The trees transplanted under this item will not be considered for payment under item 19 for cutting. |
| 447 | Obtaining administrative approval from tree authority for the cutting/transplanting of trees coming in the way of proposed work including preparation of drawing showing the details of trees, processing for the sanction etc. complete. Note:- 1. Fees for obtaining permission of tree cutting/transplanting etc. will be paid separately by MRVC. 2. The required permission/all formalities from concerned tree authority will be obtained by contractor. 3. One job means permission for tree cutting/transplanting in all locations of the Lot as applicable and specified by Engineer |
| 448 | Credit for taking away already cut wood.Note: The payment of the item will be paid on the basis of difference of weight of empty truck and loaded truck with cut woodl. The cut woodl will be taken away by the agency under proper authority letter from MRVC authorized representative at site. Loading/unloading of cut woodl should be arranged by the contractor, and no extra payment will be made for the same. Regarding taking permission from local concerned authorities, the same will be done by the agency at their level and no extra payment will be made for this. However,permission of cutting tress/branches will be obtained by the agency and necessary charges levied by local bodies for cutting of trees will be arranged by MRVC as stated in the relevant item.. |
| 449 | To carry out Plate Load Test as per IS Specifications to determine the Bearing Capacity of soil as directed by Railway Engineer at the locations of bridges and to supply detailed report in 3 (Three)copies giving full analysis for determination of bearing capacity. Note: The requirement of this test at various locations will be decided by Engineer-in-charge. |
| 450 | Conducting Static Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Load testing on any pile by static load test as per IS Code method including making all arrangement, machineries like Piling Winch, Chisel, covering plate on test pile, Emitter, Reflector and other instruments required for displacement measuring tool and plant, labour etc. complete & submitting the test result as required in acceptable form to the satisfaction of Engineer-in- Charge. |
| 451 | Initial load test up to 100 ton capacity pile |
| 452 | Extra for every increase of 50 ton in pile capacity or part thereof over 100 ton |
| 453 | Conducting High strain Dynamic testing as per ASTM D 4945-89 (Code of American Society for Testing and Material) on cast-in -situ RCC pile of 600 mm diameter inclusive of analysis including all contractor's equipments, manpower, site preparation, build up of pile head, lead and lifts etc complete as per standard procedure, and as directed by the Engineer in Charge. Note :- Rate is inclusive of1)All equipment such as hammer, crane, steel plate, plywood, fuel, power, water etc. 2)All labour and consumable required 3)Mobilisation of equipments, staff etc.4)Preparation and submission of Reports in 3 copies.5)Site preparation6)Extra length of pile head to be casted for dynamic testing and also dismantling of the same after test. |
| 454 | Conducting low strain pile integrity test on RCC bored piles of any dia, using standard equipment confirming to ASTM- D5882. The rate includes submission of reports in 4 copies including one soft copy. |
| 455 | Providing cast-in-situ vertical bored piles in design mix reinforced cement concrete of M-35 Grade with 20 mm graded machine crushed stone aggregate through all types of soils, boulders, soft rock and hard rock including boring, chiselling and socketing in rock with all contractor's labour, material (except reinforcement steel), tools and plants, chemicals, admixtures, all lead and lift, crossing of tracks etc. as per specifications, weigh batching of ingredients, mechanical mixing, placing, providing permanent / temporary liners (payment of permanent liners will be made separately) disposal of excavated materials within railway premises as per direction of Engineer-in-charge, levelling of ground, chipping off pile top to remove laitance concrete above cut-off level including cutting and removing liner above cut-off level etc. complete as per direction of Engineer-in charge. (Minimum Cement (OPC) content 400 kg/Cum, Fly Ash 50 Kg/Cum and Maximum Water Cement ratio 0.40)Notes:1. Steel reinforcement and permanent MS liners will only be paid separately.2. Length of piles shall be measured from the cut off level upto the founding level.3. Rate is inclusive of chloride free admixture such as super plasticizer and cover blocks.4. The rate is inclusive of chipping of pile top to remove laitance and concrete above cut off level.5. The rate is inclusive of any levelling of ground or filling required to make working platform for piling and removing the platform and cleaning of site after piling work to its original condition.6. No empty boring shall be payable.7. The guidelines for deciding depth of embedment are given in specification.8. Minimum depth of embedment in rock shall be as per approved drawing. |
| 456 | 600 mm dia. |
| 457 | Supplying, fabricating, fixing, driving and providing mild steel liners 6 mm to 8 mm thick as per directions of Engineer-in-charge and permanently left in place for piles with bending to shape, welding, with all contractor's materials, labour, tool & plant etc. complete as per specifications and direction of Engineer-in-charge.Note:1. Liners shall be provided for full height of pile or upto the depth of refusal of liners including the height of pile to be chipped off or as per the instructions of the Engineer. Liner shall be paid only upto cut off level of pile. Liner above cut off level, if initially provided, shall not be paid. Contractor will be allowed to take away liner-wastage above cut off level.2. Nothing extra shall be payable for any wastage, fabrication tolerances etc.3. Depth of liner shall be decided by Engineer-in-charge at site and his decision shall be final and binding on the contractor. |
| 458 | Providing Two Coats of Coal Tar Epoxy of Anticorrosive coal tar epoxy Hi Build Compound over one primer coat of epoxy zinc phosphate with all lead and lift including all contractors labour, material, tools & plants etc. complete. |
| 459 | Providing and applying epoxy paint of approved quality as per CECRI, Karaikudi Integrated 4 coat system on exposed surfaces of concrete structures confirming to specifications as mentioned in technical specifications with contractors own paint, materials, labour, lead & lift, crossing of track, scaffolding, staging etc. Complete. |
| 460 | Providing and fixing machine moulded factory made Precast cement concrete solid block Grade C (5.0) with block density more than 1800 Kg/cum in substructure and super-structure including platform walling, conforming to IS: 2185 (Pt. I) as per approved drawing including hoisting and setting in position with cement mortar 1:3 including centering, shuttering, curing and finishing with all lead and lift including crossing of tracks with all safety precautions for working close to track with contractors labour, materials, tools and plants etc complete to the specification & finish as directed by engineer in charge. |
| 461 | Providing and fixing Precast cement Siporex block in substructure and super-structure in all floors of approved size for wall and raising of area including hoisting and setting in position with cement mortar 1:3 including centring, shuttering, curing and finishing with all lead and lift with contractor’s labour, material, tools and plants etc complete to the specification & finish as directed by engineer in charge. |
| 462 | Providing and laying ready mix concrete (RMC) M-20 grade PCC with well graded machine crushed stone aggregate of size not more than 20 mm of approved quality with minimum cement content of 340 Kg/cum & maximum water cement ratio of 0.4, including form work wherever necessary. Note: 1. Rate is inclusive of Chloride free admixture such as super plasticizer. 2. Only construction joint shall be permitted. 3. Form work shall be approved by Engineer- in -charge before use. 4. The contractor shall install automatic batching plant of suitable capacity or use RMC for the concreting work, except for the location and components of work permitted by engineer in charge for use of mechanical mixer at site. For such concreting without RMC, deduction at the rate of Rs. 500 per cum will be made from payment. |
| 463 | Providing RCC, ready mix concrete (RMC) M35 grade with 20 mm size graded machine crushed stone aggregate with minimum cement content of 400 Kg/cum & maximum water cement ratio of 0.4. Note: - 1. Rate is inclusive of Chloride free admixture such as super plasticizer. 2. Only construction joint shall be permitted. 3. Form work shall be approved by Engineer- in -charge before use. 4. The contractor shall install automatic batching plant of suitable capacity or use RMC for the concreting work, except for the location and components of work permitted by engineers in charge for use of mechanical mixer at site. For such concreting without RMC, deduction at the rate of Rs. 500 per cum will be made from payment. 5. Steel reinforcement will be paid separately. 6. Rates are excluding of permanent shuttering and permanent form work in case of item no. 14(d) for deck slabs/ extension to deck slabs of FOBs, elevated decks, skywalks, staircases, etc. where the decking sheet/ steel sheet are provided for safety in OHE and crowded area in this case decking sheet/steel sheet paid separately in relevant items. 7. Rates are inclusive of temporary form work of approved quality and material for temporary side/bottom shuttering, staging and scaffolding, dewatering, placing using pumps/placer boom/crane & bucket, compaction, finishing the surface and curing of concrete with all contractors’ tools, plants, labours and materials of approved quality, all lead and lift, crossing of track, etc complete as per specification & direction of Engineer -In-Charge. |
| 464 | Reinforced Cement Concrete of M-35 grade in pile caps, footings, Raft and foundations, etc., of all types of structures like FOBs, Decks, Skywalks, Staircases, Escalators, lifts etc. |
| 465 | Reinforced Cement Concrete of M-35 grade for columns, column caps, beams, pedestals, piers, pier caps etc., of all types of structures like FOBs, Decks, Skywalks, Staircases, Escalators, lifts etc. |
| 466 | Reinforced Cement Concrete of M-35 grade for all type of RCC Walls (i.e., Lift walls, Escalators pit walls etc.) |
| 467 | Reinforced Cement Concrete, of M35 grade for deck slabs/extension to deck slabs of FOBs, Decks, Skywalks, Staircase waist slabs, etc., to be casted with permanent Decking Sheet/ permanent shuttering at all height. |
| 468 | Providing RCC, Ready Mix Concrete (RMC) of M25 grade with 20 mm size graded machine crushed stone aggregate with minimum cement content of 375 Kg/cum. Note: - 1. Rate is inclusive of Chloride free admixture such as super plasticizer. 2. Only construction joint shall be permitted. 3. Form work shall be approved by Engineer- in -charge before use. 4. The contractor shall install automatic batching plant of suitable capacity or use RMC for the concreting work, except for the location and components of work permitted by engineers in charge for use of mechanical mixer at site. For such concreting without RMC, deduction at the rate of Rs. 500 per cum will be made from payment. 5. Steel reinforcement will be paid separately. 6. Rates are inclusive of temporary form work of approved quality and material for temporary side and bottom shuttering, staging and scaffolding, dewatering, placing using pumps/placer boom/crane & bucket, compaction, finishing the surface and curing of concrete with all contractors’ tools, plants, labours and materials of approved quality, all lead and lift, crossing of track, etc complete as per specification & direction of Engineer -In-Charge. |
| 469 | Providing and placing in position high yield strength deformed TMT bars of Fe 500D grade procured from primary manufacturer such as SAIL, JINDAL, TISCO or Rashtriya Ispat Nigam Ltd. conforming to IS 1786 of all diameters in RCC works. The rates includes supply, loading, unloading, transporting to site, cutting, bending, hooking, placing and fixing in position with contractor’s galvanized binding wire of 18 SWG, cover block of same grade concrete, labour, tools & plants all lead & lift, crossing of tracks etc. as per the approved drawings as directed by the Engineer. Note: 1. The item will be paid only for quantities used actually excluding overlaps other than designed and as indicated in technical specifications. 2. The wastage, cut pieces shall be taken away by the contractor and the same will not be paid. |
| 470 | STEEL WORK & ROOFING |
| 471 | Providing, Fabricating, Assembling and erecting in position built up structural steel members from standard structural steel sections procured from primary manufacturer such as SAIL, TISCO, RashtriyaIspat Nigam LTD, Jindal & Essar confirming to IS 2062-2006 (including latest amendment) including welding with approved quality, bolting in foot over bridge, skywalks, columns, ramps, stair cases, sheds, track dividers, fencing etc. with all contractor's material, labours, tool, plant , Equipments, labours, consumables etc. complete with all lead and lift as directed by Engineer. |
| 472 | Note: 1. Payment will be made for standard weight of structural steel sections.2. Rate includes supply of HSFG / Service bolts / HTS bolts etc as may be required (except foundation bolt), nuts, washers, welding, tools & plants, loading & unloading, transport & fuel, labours, all lead and lift, crossing of track if required etc. and item is payable as per weight assessment based on standard sectional weights of members. Weight of bolts & nuts etc. shall not be considered for payment.3. Stages of Payments :-a. 40% of the payment will be made on receipt of supply of material duly accepted by MRVC at welding depot/ workshop.b. 30% of the payment will be made on fabrication of steel elements and bringing it to the site of work.c. 20% of the payment will be released on erection of steel work at proper location.d. 10% of payment will be released on completion of line and level work of erection and on completion of painting.4. For welding of FOB/Skywalk girders, submerged arc welding and for columns CO2 welding is to be used and HSFG/HTS bolts of Grade 8.8/ 10.9 to be used for bolting in splicing.5. An addition in weight for welds and bolts are to be made as follows:a. 3% in case of bolted workb. 2% in case of composite (bolted and welded) workc. 1 % in case of purely welded work.6. Metalizing and Painting of all structural members will be paid separately under relevant item in the schedule. |
| 473 | Structural Members Not requiring any traffic or power block for erection/launching - Working on ramps/staircase of FOBs on either ends (not on platforms), skywalks away from track and fencing of boundary and for green patches shall be paid under this item. |
| 474 | Structural Members requiring traffic or power block on Railway track for erection/launching and erected Under traffic and power block or under special safety precautions such as – Working on all platforms and working across tracks, close to tracks and above OHE for FOBs and Skywalks and working for track divider shall be paid under this item. |
| 475 | Extra for using high grade structural steel plates/sections of YST 350 from SAILMA conforming to IS 8500 or S 355 grade conforming to EN 10025 from TATA/ JINDAL or similar equivalent as approved in relevant Items. |
| 476 | Supply fabrication and Erection of Square Hollow Section/Rectangular Hollow Section & Circular Hollow Section structural steel conforming to IS 4923 and IS 1161 respectively of YST 310 grade of Tata Structura or JSW or Apollo or similar equivalent and thickness as indicated in drawing including required profile, shape and using structural sections including anchor bolts fabricated/ procured to the required profile and shape as called for, hoisted, installed in position including all cutting, welding, grinding & all operations, necessary templates and zigs, adequate temporary supports, scaffolding, staging, etc. including all tests on material required as per specifications. This item is primarily for roofing and its supporting frame work for FOBs, Skywalks and column and roofing of cover over platforms etc. as indicated in approved drawings. Every precaution to be taken against rusting of section. Necessary precaution to be taken during welding to avoid distortions and residual stresses.Notes:1. Payment will be made for standard weight of structural steel sections.2. Rate includes supply of bolts including HSFG/HTS bolts of grade 8.8 / 10.9 (except foundation bolt), nuts, washers including plain washers, packing washers, hardened washers, tapered washers including Direct Tension Indicators (DTI), as per provisions of IS: 4000 and RDSO specifications BS 111, welding, tools & plants, loading & unloading, transport & fuel, labours, all lead and lift, crossing of track if required etc. and item is payable as per weight assessment based on standard sectional weights of members. Weight of bolts & nuts etc shall not be considered for payment. Nothing extra will be paid for Railway traffic block working.3. Stages of Payments :-a. 40% of the payment will be made on receipt of supply of material at welding depot/ workshop duly accepted by MRVC.b. 30% of the payment will be made on fabrication of steel elements and bringing it to the site of work.c. 20% of the payment will be released on erection of steel work at proper location.d. 10% of payment will be released on completion of line and level work of erection and on completion of painting.4. Metalizing and Painting of all members will be paid separately under relevant item in the schedule. |
| 477 | Providing Aluminium Spray Metalizing including applying one coat of etch primer to various members of FOB/Skywalk across the track such as main girders, cross girders, stiffeners, bracings, etc in two layers after preparing surface by sand/grit blasting as per provisions laid in Appendix VII of IRS B-1-2001 code (latest edition) and provisions of bridge manuals with contractor's own materials, tools, plants, labour, loading, unloading, transportation, handling, re-handling, if any including all lead, lifts, descents, crossing of track, etc. complete in all respect and as per direction of the engineer-in-charge. |
| 478 | Providing and applying Epoxy zinc phosphate Primer of \\"ASIAN\\" or similar brand of approved standard and quality on steel works as per specification attached, including cleaning as may be required with all contractors material, labours, tools & plants, machineries, consumables etc. complete as directed by Engineer-in-charge. |
| 479 | Providing and applying with Micaceous Iron Oxide intermediate coat of \\"ASIAN\\" or similar brand of approved standard and quality on steel works as per specification attached, with all contractors material, labours, tools & plants, machineries, consumables etc. complete as directed by Engineer-in-charge. |
| 480 | Providing and applying two coat of Polyurethane Aluminium paint of \\"ASIAN\\" or similar brand of approved standard and quality on steel works as per specification attached, with all contractors material, labours, tools & plants, machineries, consumables etc. complete as directed by Engineer-in-charge. |
| 481 | Providing, fabricating and supplying Hot-Dip Galvanized (300 gm/sqm), Holding Down Bolts of grade 8.8 conforming to IS:1367 (part3) -1991 (including latest amendment) and as per the detailed shop drawing including all assemblies and accessories that are required to be embedded in concrete work. Bolts shall be of sufficient length to ensure that a minimum 40 mm length of threaded portion is embedded in concrete. Threaded portion to be left projecting outside the concrete surface shall be as per requirement of supplier's design and approved drawings and shall be protected from damage. Cost of fabricated, assembled and supplied bolts shall include all necessary expenses incurred, including costs of all washers, nuts, lock nuts and pins that may be required for securing the structural member with the embedded bolts. |
| 482 | Providing and fixing on previously erected purlins or wall framework, colour bond (Zincalume/galvalume) sheet of 0.5mm TCT with feed material of 0.45 mm BMT of XRW steel-high tensile with minimum 550 MPA yield strength as per specifications of Tata BlueScope or equivalent make with corrugated or Trafford design approved by Engineer-in-charge for roofing, walling, etc. The Polyester coating shall be 20 microns (DFT) on exposed surface and 5 microns (DFT) on unexposed surface over 5 microns (DFT) of polyester primer on both surfaces on CRCA steel with hot dip coating of 150 gsm mass alloy of 55% Aluminium + 43.5% Zinc and 1.5% silicon (AZ 150) as per ASTM A792M. The sheets shall be fixed with SDST Screws confirming to AS 356 class 3, with EDPM washers. Fixtures used for fixing the sheets shall be as per manufacturer's specification. Rate is inclusive of overlaps, all fixtures like bolts, washers, screws etc. complete as per drawing, with all contractor's material, labours, tools & plants, lead & lifts, crossing of tracks, transportation, machineries, consumables etc. complete as directed by Engineer-In-charge. |
| 483 | Providing and fixing in position colourless corrugated polycarbonate sheet of approved quality 2 mm thick, GE lexan with 80% of light transmission with profile to matching with existing sheets used in roof/north light truss with side top of 150 mm if required with water proofing joints with all materials, tools, plants, fuel, labours leads & lifts complete in all respect as per instructions and to the satisfaction of Engineer-in-charge. |
| 484 | FLOORING |
| 485 | Providing and fixing 18 mm thick granite gang saw cut mirror polished pre-moulded and pre-polished) machine cut for booking counters and window sills, facias and similar locations of required size of approved shade, colour and texture ,laid over 20 mm thick base cement mortar 1:3 (1 cement :3 course sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edge to give high gloss finish etc complete at all levels with all contractor’s material, labour, tools and plants with all lead and lifts, transportation etc complete. |
| 486 | Extra for providing edge moulding to 16 mm to 20 mm thick marble/granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by the Engineer-in-Charge. |
| 487 | Extra for cutting groove in granite provided in tread of steps upto 5mm wide and 6mm deep with all contractor's labour, tools, plant, consumable etc. complete with all lead and lift |
| 488 | Supplying and fixing in position Kota stone slabs 25 mm thick in flooring for stores and depots, etc. of approved quality, good polish including Titanium oxide waxing, etc. laid over 20 mm thick base of cement mortar and jointing with cement slurry mixed with pigments to match the shade of tiles with contractor's own labour, materials, all leads & lift etc. complete. The rate also includes provision of rounding edges wherever required. Please Enable Macros to View BoQ information |
| 489 | Supplying and fixing in position Kota stone slabs 25 mm thick in flooring for stores and depots, etc. of approved quality, good polish including Titanium oxide waxing, etc. laid over 20 mm thick base of cement mortar and jointing with cement slurry mixed with pigments to match the shade of tiles with contractor's own labour, materials, all leads & lift etc. complete. The rate also includes provision of rounding edges wherever required. Please Enable Macros to View BoQ information |
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