Development of Govt Maharajas Taluk Hospital Karuvelippady Kochi Package I Building works etc

Amount

APP: A- BUILDING WORK

2.33.2 : Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 60 cm girth up to and including 120 cm girth

2.33.3 : Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyond 120 cm girth up to and including 240 cm girth

15.2.2 : Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 leaner mix ( including equivalent design mix)

15.3 : Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.

15.5 : Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work ( Payment shall be made on the cross sectional area of R.C.C. or R.B work) as per direction of Engineer-in-charge.

15.7.4 : Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar

15.9.2 : Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar

15.12.1 : Dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead:Of area 3 sq. metres and below

20.2.4 : Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap).500 mm dia piles

20.2.5 : Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap).600 mm dia piles

od304117/2020_2021 : Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap).<br>700 mm dia piles

od304128/2020_2021 : 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. compete as per specification.

2.6.1 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil

5.31 : Extra for laying reinforced cement concrete in or under water and /or liquid mud including cost of pumping or bailling out water and removing slush etc., complete.Note:- The quantity will be calculated by multiplying the depth measured from the subsoil water level upto the centre of gravity of the R.C.C. under subsoil water with the quantity of R.C.C. in cubic metre executed under subsoil water. The depth of centre of gravity shall be reconed correct to 0.1m. 0.05 m or more shall be taken as 0.1 and less than 0.05 m ignored. No extra payment shall be made for placing reinforcement or centering & shuttering under subsoil water conditions.

4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

50.6.1.4 : Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete

5.37.1 : Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in -charge. Note:- Cement content considered in this item is @330 kg/cum. Excess /less cement used as per design mix is payable/recoverable separately.All wiork upto plinth level

5.34.1 : Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement content used is payable/ recoverable separately.Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum).

11.4 : 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete

5.33.1 : Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work upto plinth level

od304168/2020_2021 : Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.<br>All work upto plinth level

2.25 : Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.

50.5.33.2 : Providing and laying in position machine batched and machine mixed design mix M-20 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.Note:- Cement content considered in this item is @ 330 kg/cum. Excess or less cement used as per design mix is payable or recoverable separately. All work above plinth level upto floor V level

5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform

5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

5.9.2 : Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers

5.9.7 : Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases)

5.33.2 : Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work above plinth level upto floor V level

od304179/2020_2021 : Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.<br>All work above floor V level

5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts

5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

5.22A.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more

50.6.2.2 : Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete

50.6.2.3 : Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure above floor two level upto floor five level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete

50.6.1.5 : Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete

50.6.1.6 : Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure above floor two level upto floor five level thickness 20cm and above in : CM 1:6 ( 1 cement : 6 coarse sand sand) etc complete

od304190/2020_2021 : Solid block masonry using 30 x 20 x 20 cm size or available nearest size confirming to IS 2185 part I of 1979 for super structure above floor five level up to floor eight level , thickness 20 cm and above in CM 1:6 etc. complete

13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

13.16.1 : 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)

13.46.1 : Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

11.36 : Providing and fixing I st 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 @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.

22.3 : Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C. kitchen and the like consisting of : i) I 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) II 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) III course of applying blown or residual bitumen applied hot at 1.7 kg per sqm of area. iv) IV 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.

11.41.2 : Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm.

11.46.2 : Providing and laying Vitrified tiles indifferent sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 600x600 mm

od304143/2020_2021 : Providing and laying anti-skid ceramic floor tiles like Khajariah or equivalent (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.<br>Size of Tile 600 x 600 mm.

8.2.2.1 : Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Granite of any colour and shadeArea of slab upto 0.50 sqm

8.3.2 : Providing edge moulding to 18 mm thick marble stone counters, vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer -in-Charge.Granite work

21.1.1.2 : 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, Aluminnium 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):For fixed portionPowder coated aluminium (minimum thickness of powder coating 50 micron)

21.1.2.2 : 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)Powder coated aluminium (minimum thickness of powder coating 50 micron)

21.3.1 : 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):With float glass panes of 4.0 mm thickness

od304166/2020_2021 : Providing and fixing Stainless steel Grills of required pattern in frames of windows etc. with SS hollow sections etc. including welding etc. complete

9.83 : Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete.

9.100.1 : Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete:125 mm

9.101.1 : Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.Single rubber stopper

21.2.1 : Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS : 12823 Grade I Type II, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of Engineer - in- Charge.Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side

21.3.2 : 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):With float glass panes of 5.50 mm thickness

od304191/2020_2021 : Providing and fixing 8 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge ( Door handle, lock and stopper etc to be paid separately)

9.117.1 : Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1 mm), with wall thickness 2.0mm (±0.2 mm), corners of the door frame to be jointed with galvanized brackets and stainless steel screws, joints mitred and plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 x 19 mm and 1 mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer's specification and direction of Engineer-in-chargeExtruded section profile size 48x40 mm

9.118.1 : Providing and fixing to existing door frames24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness,fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge( For W.C. and bathroom door shutter).

9.105.2 : Providing and fixing partition upto ceiling height consisting of G.I. frame and required board, including providing and fixing of frame work made of special section power pressed/ roll form G.I. sheet with Zinc coating of 120 gms/ (both side inclusive), consisting of floor and ceiling channel 50 mm wide having equal flanges of 32 mm and 0.50 mm thick, fixed to the floor and ceiling at the spacing of 610 mm centre to centre with dash fastener of 12.5 mm dia meter 50 mm length or suitable anchor fastener or metal screws with nylon plugs and the studs 48 mm wide having one flange of 34 mm and other flange 36 mm and 0.50 mm thick fixed vertically within flanges of floor and ceiling channel and placed at a spacing of 610 mm centre to centre by 6 mm dia bolts and nuts, including fixing of studs along both ends of partition fixed flush to wall with suitable anchor fastener or metal screws with nylon plugs at spacing of 450 mm centre to centre, and fixing of boards to both side of frame work by 25 mm long dry wall screws on studs, floor and ceiling channels at the spacing of 300 mm centre to centre. The boards are to be fixed to the frame work with joints staggered to avoid through cracks, M.S. fixing channel of 99 mm width (0.9 mm thick having two flanges of 9.5 mm each) to be provided at the horizontal joints of two boards, fixed to the studs using metal to metal flat head screws, including jointing and finishing to a flush finish with recommended jointing compound, jointing tape, angle beads at corners (25 mm x 25 mm x0.5 mm), joint finisher and two coats of primer suitable for board as per manufacture's specification and direction of engineer in charge all complete.75 mm overall thickness partition with 12.5 mm thick double skin tapered edged plain Gypsum board conforming to IS : 2095 : part I

od304192/2020_2021 : Providing 60cmm SS door handle of approved quality for the glass doors

9.76 : Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete.

od304193/2020_2021 : Providing patch type locking arrangement on glass doors of approved quality.

12.52.3 : Providing and fixing tiled false ceiling of approved materials of size 595 x 595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections (galvanized @ 120 grams per 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 1200mm 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 x 1.6 mm fixed to ceiling with 12.5mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85x 30x 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.12.5 mm thick square edge PVC Laminated Gypsum Tile 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 polyster 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 polyster film so as to make the tile a completely sealed unit.

10.28 : 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.)

od304194/2020_2021 : Providing & fixing 18 mm thick marine plywood (Century gold or equivalent) for reception table with nuts and bolts, washers, locking arrangements, hinges, handle etc complete as per the direction of departmental officers.

9.18.1 : Providing and fixing Pre- laminated flat pressed 3 layer ( medium density) particle board or graded wood particle board IS : 3087 marked, with one side decorative and other side balancing lamination Grade I, Type II exterior grade IS : 12823 marked, in shelves with screws and fittings wherever required, edges to be painted with polyurethane primer ( fittings to be paid separately)18 mm thick

od304195/2020_2021 : Providing and fixing laminated sheet of 1.5mm thick or nearest available size of required colour and quality in the reception table with necessary fixing arrangement and screws etc. complete :

16.68 : Providing and laying 60 mm thick factory 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 fine sand etc. all complete as per the direction of Engineer-in-charge.

18.48 : Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.

50.12.2.5 : Providing & fixing Poly carbonate multi wall plain sheet 8 mm thick as approved by the Engineer in charge and should be supplied in a single length of 12 M or as decide by the Engineer in charge. The sheets shall be fixed using self drilling/ self tapping screw of size ( 5.5x55mm) with EPDM seal complete upto any pitch in horizontal /vertical / curved surface, but excluding the cost of purlins, rafters, trusses, and including cutting to size and shapes where ever required.

10.16.3 : Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Electric resistance or induction butt welded tubes

od304196/2020_2021 : Providing GI plain ridge having a thickness of 0.35 mm or nearest available size of approved colour fixed with polymer coated J or L hooks bolts and nuts 8 mm diameter with bitumen and GI limpet washers etc.

od304197/2020_2021 : Providing Trafford G I Sheet roofing of approved make and colour having a thickness of 0.45 mm or nearest available size including vertical/curved surface fixed with polymer coated J Or L hooks, bolts and nuts 8 mm diameter with bitumen and GI limpet washers or with GI limpets washers filled with white lead, excluding the cost of purlins, rafters and trusses and including cutting to and size and shape where ever required.

od304198/2020_2021 : Providing and fixing G.I. pipes complete with G.I fittings including base plate , painting with synthetic enamel paint over a priming coat etc. complete for supporting the truss with 65 mm dia, External work<br>

13.52.1 : Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work

5.45.3 : Providing and fixing of expansion joint system related with wall joint (internal/ external) location as per drawings and direction of Engineer-In-Charge. The joints shall be of extruded aluminum base members, self aligning / centering arrangement and support plates as per ASTM B221-02. The material shall be such that it provides an Expansion Joints System suitable for vertical wall to wall/ wall to corner application, both new and existing construction in office Buildings & complexes with no slipping down tendency amongst the components of the Joint System. The Joint System shall utilize light weight aluminum profiles exhibiting minimal exposed aluminum surfaces mechanically snap locking the multicellular to facilitate movement. (Material shall confirm to ASTM 6063).Wall Joint of 200 mm gap.

5.46.3 : Providing and fixing of expansion joint system of approved make and manufactures for various roof locations as per approved drawings and direction of Engineer-In- Charge. The joints shall be of extruded aluminum base members with, self aligning and self centering arragement support plates asper ASTM B221-02. The system shall be such that it provides watertight roof to roof/roof to corner joint cover expansion control system that is capable of accommodating multidirectional seismic movement without stress to its components. System shall consist of metal profile that incorporates a universal aluminum base member designed to accommodate various project conditions and roof treatments. The cover plate shall be designed of width and thickness required to satisfy movement and loading requirements and secured to base members by utilizing manufacturer’s preengineered self-centering arrangement that freely rotates / moves in all directions. The Self centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. The Joint System shall resists damage or deterioration from the impact of falling ice, exposure to UV, airborne contaminants and occasional foot traffic from maintenance personnel. Provision of Moisture Barrier Membrane in the Joint System to have water tight joint is mandatory requirement. Material shall confirm to ASTM 6063.Roof Joint of 200 mm gap.

App B: Electrical Room

2.33.2 : Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 60 cm girth up to and including 120 cm girth

2.33.3 : Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyond 120 cm girth up to and including 240 cm girth

2.6.1 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil

4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)

4.1.2 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size)

5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers

2.25 : Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.

50.2.25.1 : Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge

50.6.1.5 : Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete

13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

13.33.1 : Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing

11.3.1 : Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate)finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate

od304143/2020_2021 : Providing and laying anti-skid ceramic floor tiles like Khajariah or equivalent (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.<br>Size of Tile 600 x 600 mm.

10.16.1 : Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes

od304145/2020_2021 : Providing GI plain ridge having a thickness of 0.35mm or nearest available size of approved colour fixed with polymer coated J or L hooks bolts and nuts 8mm diameter with bitumen and GI impet washers / self drilling screws etc. complete

od304147/2020_2021 : Providing Trafford G I Sheet roofing of approved make and colour having a thickness of 0.45 mm or nearest available size including vertical/curved surface fixed with polymer coated J Or L hooks, bolts and nuts 8 mm diameter with bitumen and GI limpet washers or with GI limpets washers filled with white lead, excluding the cost of purlins, rafters and trusses and including cutting to and size and shape where ever required including fixing best quality rain gutter to suit the roof sheet with MS clamps etc. complete.<br>

10.6.1 : Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top cover

10.5.1 : Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using M.S. angels 40x40x6 mm for diagonal braces

10.13.1 : Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee- sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 ( 1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

od304166/2020_2021 : Providing and fixing Stainless steel Grills of required pattern in frames of windows etc. with SS hollow sections etc. including welding etc. complete

21.1.1.2 : 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, Aluminnium 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):For fixed portionPowder coated aluminium (minimum thickness of powder coating 50 micron)

21.1.2.2 : 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)Powder coated aluminium (minimum thickness of powder coating 50 micron)

21.3.1 : 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):With float glass panes of 4.0 mm thickness

13.46.1 : Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

50.18.9.9.1 : Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of Joints complete as per direction of engineer in charge.110 mm dia 6Kgf/cm2

50.18.9.22.1 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 110 mm dia Elbow

50.18.9.19.1 : Providing and fixing PVC pipes including fixing the pipe with clamps/ clips/ at 1.00 m spacing . This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 110 mm dia 6 Kgf/cm2 - External work- Exposed on wall

50.18.9.22.5 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes including jointing with PVC solvent cement 110x110x110 mm dia Tee

50.18.9.22.4 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement- 110 mm dia Bend

App C : UG sump,STP & Pump Room

2.6.1 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil

od304087/2020_2021 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift from 1.50m and upto 3.0 m, as directed by Engineer-in-charge in all kinds of soil.

od304089/2020_2021 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift from 3.00m and upto 4.50 m, as directed by Engineer-in-charge in all kinds of soil.

od304092/2020_2021 : Shoring the sides of trenches using MS sheets of 4 mm thick connected each other and supporting the sheet with 175 x 75 x 6 mm channels vertically into the soil at 1.00 m c/c and erected the sheet etc. complete including cost, conveyance of all materials and labour etc complete as per the direction of department officers.

2.25 : Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.

4.1.3 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

od304112/2020_2021 : Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 340 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately. All work upto plinth level

5.31 : Extra for laying reinforced cement concrete in or under water and /or liquid mud including cost of pumping or bailling out water and removing slush etc., complete.Note:- The quantity will be calculated by multiplying the depth measured from the subsoil water level upto the centre of gravity of the R.C.C. under subsoil water with the quantity of R.C.C. in cubic metre executed under subsoil water. The depth of centre of gravity shall be reconed correct to 0.1m. 0.05 m or more shall be taken as 0.1 and less than 0.05 m ignored. No extra payment shall be made for placing reinforcement or centering & shuttering under subsoil water conditions.

4.12 : Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification .

5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

5.9.2 : Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform

5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers

5.9.7 : Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases)

50.6.1.5 : Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete

5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

13.7.1 : 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)

13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

13.46.1 : Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

10.25.1 : Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In stringers, treads,landings etc. of stair cases, including use of chequered plate wherever required, all complete

od304161/2020_2021 : Supplying and fixing C.I. cover with frame for manholes 455x610 mm rectangular C.I. cover (light duty) etc. complete

10.5.1 : Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using M.S. angels 40x40x6 mm for diagonal braces

10.13.1 : Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee- sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 ( 1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

10.30.1 : Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows all complete with :4.0 mm thick glass panes

13.52.1 : Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work

App D: Site Development & Internal Roads

2.6.1 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil

2.25 : Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.

16.1 : 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 earth with lead upto 50 metres.

16.3.2 : Supplying and stacking at site.63 mm to 45 mm size stone aggregate

16.3.7 : Supplying and stacking at site.Stone screening 11.2 mm nominal size (Type B)

od304098/2020_2021 : Laying water bound macadam sub- base with aggregate and blinding material, earth etc. including screening, sorting and spreading to template and consolidation with light power road-roller etc. complete. (payment for aggregate and moorum etc. to be made separately).<br>Over burnt (Jhama) brick aggregate 120 mm to 40 mm

16.4 : Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/ vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.

16.3.3 : Supplying and stacking at site.53 mm to 22.4 mm size stone aggregate

16.91.2 : Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.

App.E - Compound Wall & Watchman's Cabin

2.6.1 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil

4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)

2.25 : Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.

5.33.1 : Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work upto plinth level

5.33.2 : Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work above plinth level upto floor V level

5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform

5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers

5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts

5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

50.6.1.5 : Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete

13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

13.16.1 : 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)

13.33.1 : Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing

13.46.1 : Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

13.52.1 : Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work

11.41.2 : Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm.

11.46.2 : Providing and laying Vitrified tiles indifferent sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 600x600 mm

21.1.1.2 : 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, Aluminnium 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):For fixed portionPowder coated aluminium (minimum thickness of powder coating 50 micron)

21.1.2.2 : 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)Powder coated aluminium (minimum thickness of powder coating 50 micron)

21.2.1 : Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS : 12823 Grade I Type II, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of Engineer - in- Charge.Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side

21.3.1 : 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):With float glass panes of 4.0 mm thickness

21.3.2 : 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):With float glass panes of 5.50 mm thickness

21.13 : Providing and fixing 100 mm brass locks ( best make of approved quality ) for aluminium doors including necessary cutting and making good etc. complete

9.48.2 : 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.Fixed to openings/ wooden frames with rawl plugs screws etc

9.70.2 : Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete:100x58x1.90 mm

9.97.3 : Providing and fixing aluminium tower bolts, ISI marked, anodised(anodic coating not less than grade AC 10 as per : 1868), transparent or dyed to required colour or shade, with necessary screws complete:200x10 mm

9.100.1 : Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete:125 mm

10.16.1 : Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes

10.17 : 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 design complete.

App.F - SANITARY FIXTURES

17.78 : Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/6 litre (adjustable to 4 litre /8 litres), including seat cover, and cistern fittings, nuts bolts and gasket etc complete.

od304077/2020_2021 : Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube up to 1 meter long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge.

17.7.2 : 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:White Vitreous China Wash basin size 630 x 450 mm with a single 15 mm C.P. brass pillar tap

17.7.4 : 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:White Vitreous China Flat back wash basin size 550x400mm with single 15 mm C.P.brasspillar taps

17.7.9 : 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:White Vitreous China Surgeon Type wash basin of size 660x460 mm with single 15 mm C P. brass pillar taps with elbow operated levers ISI marked

17.8 : Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.

18.21.2.1 : Providing and fixing uplasticised PVC connection pipe with brass unions:45 cm length15 mm nominal bore

17.28.2.1 : Flexible pipe32 mm dia

17.28.2.2 : Flexible pipe40 mm dia

18.53.1 : Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS: 893115 mm nominal bore

od304106/2020_2021 : Providing and fixing white vitreous china urinal of approx. size 610 x 390 x 370 mm with auto closing flush valve, having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge.

18.51.1 : Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.15 mm nominal bore

od304111/2020_2021 : Providing & fixing at site in position shower assembly units comprising of concealed single lever divertor , spout with wall flange , shower arm 450 mm long heavy casted with wall flange and rain shower - 100 mm dia., complete including cutting and making good the walls wherever required.

18.52.1 : Providing and fixing C.P brass stop cock ( concealed) of standard design and of approved make conforming to IS: 893115 mm nominal bore

od304121/2020_2021 : Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.<br>20 mm nominal bore

17.10.1.1 : Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required:Kitchen sink with drain board510x1040 mm bowl depth 250 mm

17.10.2.1 : Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required:Kitchen sink without drain board610x510 mm bowl depth 200 mm

od304131/2020_2021 : Providing and fixing at site CP wall mounted sink cock with wall flange complete in all respect to the satisfaction of the engineer in charge.

od304135/2020_2021 : Providing and fixing at site CP wall mounted elbow operated sink cock with wall falnge complete in all respect to the satisfaction of the engineer in charge.

od304136/2020_2021 : Providing and fixing at site C - Type grab bars made out of rust proof material (ABS), circular cross-section with diameter between 30 mm to 40 mm, Non slip finish, antimicrobial surface, minimum load bearing capacity 1100 N in any direction, 50 mm to 60 mm clearance between grab bar and adjacent wall, exposed edge and corner radius not less than 5 mm complete in all respect to the satisfaction of the engineer in charge. Installation shall comply with the drawings/relevant healthcare standards.<br>600 mm long

od304138/2020_2021 : Providing and fixing at site C - Type grab bars made out of rust proof material (ABS), circular cross-section with diameter between 30 mm to 40 mm, Non slip finish, antimicrobial surface, minimum load bearing capacity 1100 N in any direction, 50 mm to 60 mm clearance between grab bar and adjacent wall, exposed edge and corner radius not less than 5 mm complete in all respect to the satisfaction of the engineer in charge. Installation shall comply with the drawings/relevant healthcare standards.<br>350 mm long

od304140/2020_2021 : Providing and fixing at site Hinged type grab bars made out of rust proof material (ABS), circular cross-section with diameter between 30 mm to 40 mm, Non slip finish, antimicrobial surface, minimum load bearing capacity 1100 N in any direction, exposed edge and corner radius not less than 5 mm, provision to lock in vertical position complete in all respect to the satisfaction of the engineer in charge. Installation shall comply with the drawings/relevant healthcare standards.<br>800 mm length<br>

17.34.1 : Providing and fixing toilet paper holder:C.P. brass

18.65 : Providing and fixing PTMT Soap Dish Holder having length of 138 mm, breadth 102 mm, height of 75 mm with concealed fittings arrangements, weighing not less than 106 gms.

17.73.2 : Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fitting arrangement of approved quality and colour600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighting not less than 190 gms

17.72 : Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms

17.71 : Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms

17.32.1 : Providing and fixing mirror of superior glass ( of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing :Circular shape 450 mm dia

17.32.4 : Providing and fixing mirror of superior glass ( of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing :Rectangular shape 1500x450 mm

17.33 : 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.

od304149/2020_2021 : Provide and fixing at site Stainless steel 304 Sluice Sink to enable safe and hygenic disposal of vomit bowls, drainage bags,bed pans,urine bottles, including conical flusing bowl with continues flushing rim having whirl effect, Square sink with tap for washing the utensils and hand washing ,P/S trap for drainage, Health faucet,and flush valve complete in all respect to the satisfaction of the engineer in charge.

od304152/2020_2021 : Providing and fixing at site Stainless Steel  Surgical Scrub Sink fabricated from type 304 heavy gauge stainless steel. The stainless steel sink to be  polished to a satin finish.The scrub sink is fitted out with & nbsp; sensor operated tap[2 nos] and Betadine dispensers & nbsp; working on AC power supply complete in all respect & lt; br> Double Station Surgical Scrub

od304154/2020_2021 : Providing and fixing at site Stainless Steel  Surgical Scrub Sink fabricated from type 304 heavy gauge stainless steel. The stainless steel sink to be  polished to a satin finish.The scrub sink is fitted out with sensor operated tap[2 nos] and Betadine dispensers working on AC power supply complete in all respect.<br>Triple Station Surgical Scrub

od304155/2020_2021 : Provide and fixing at site Janitor Sink made of Stainelss Steel (304 Grade) with two sink bowls one at top and other at bottom for mop wash application complete with detachable perforated SS drain panel, adjustable sink cock, whole mounted on height adjustable foot studs complete in all respect.

od304157/2020_2021 : Providing and fixing drinking water dispenser with inbuilt RO purification system, provision for cold and normal water, 40 LPH capacity and 80 liters storage, stainless steel construction complete in all respect to the satisfaction of the engineer in charge.

App.G - Internal Drainage

od304073/2020_2021 : Providing and fixing at site in position uPVC pipe (SWR) of Type B (6 kg/cm2) (IS:13592) including SWR fittings such as tees, bends, clamps, couplings,adapters, cowls etc. complete in all respect for soil and waste drains including cutting and making good the walls and floors as required at site. <br>Clamping details - For Vertical Shafts<br>G.I "U" bolts (8 mm thick) on G.I slotted rails (1.6 / 2.5 mm thick) , Rail legs (2.5 mm thick)<br>Clamping details - For Suspended lines<br>G.I "U" bolts (8 mm thick) on Heavy Duty G.I-slotted rails(2.0 mm thick) or Clamping with Universal clamps, Anchor fastners (10mm), Threaded Rod(10mm), nuts, washers etc complete.<br>160 mm dia

od304076/2020_2021 : Providing and fixing at site in position uPVC pipe (SWR) of Type B (6 kg/cm2) (IS:13592) including SWR fittings such as tees, bends, clamps, couplings,adapters, cowls etc. complete in all respect for soil and waste drains including cutting and making good the walls and floors as required at site. <br>Clamping details - For Vertical Shafts<br>G.I "U" bolts (8 mm thick) on G.I slotted rails (1.6 / 2.5 mm thick) , Rail legs (2.5 mm thick)<br>Clamping details - For Suspended lines<br>G.I "U" bolts (8 mm thick) on Heavy Duty G.I-slotted rails(2.0 mm thick) or Clamping with Universal clamps, Anchor fastners (10mm), Threaded Rod(10mm), nuts, washers etc complete.<br>110 mm dia

od304080/2020_2021 : Providing and fixing at site in position uPVC pipe (SWR) of Type B (6 kg/cm2) (IS:13592) including SWR fittings such as tees, bends, clamps, couplings,adapters, cowls etc. complete in all respect for soil and waste drains including cutting and making good the walls and floors as required at site. <br>Clamping details - For Vertical Shafts<br>G.I "U" bolts (8 mm thick) on G.I slotted rails (1.6 / 2.5 mm thick) , Rail legs (2.5 mm thick)<br>Clamping details - For Suspended lines<br>G.I "U" bolts (8 mm thick) on Heavy Duty G.I-slotted rails(2.0 mm thick) or Clamping with Universal clamps, Anchor fastners (10mm), Threaded Rod(10mm), nuts, washers etc complete.<br>75 mm dia

od304085/2020_2021 : Providing and fixing at site in position uPVC pipe (SWR) of Type B (6 kg/cm2) (IS:13592) including SWR fittings such as tees, bends, clamps, couplings,adapters, cowls etc. complete in all respect for soil and waste drains including cutting and making good the walls and floors as required at site. <br>Clamping details - For Vertical Shafts<br>G.I "U" bolts (8 mm thick) on G.I slotted rails (1.6 / 2.5 mm thick) , Rail legs (2.5 mm thick)<br>Clamping details - For Suspended lines<br>G.I "U" bolts (8 mm thick) on Heavy Duty G.I-slotted rails(2.0 mm thick) or Clamping with Universal clamps, Anchor fastners (10mm), Threaded Rod(10mm), nuts, washers etc complete.<br>63 mm dia

od304088/2020_2021 : Providing and fixing at site in position uPVC pipe (SWR) of Type B (6 kg/cm2) (IS:13592) including SWR fittings such as tees, bends, clamps, couplings,adapters, cowls etc. complete in all respect for soil and waste drains including cutting and making good the walls and floors as required at site. <br>Clamping details - For Vertical Shafts<br>G.I "U" bolts (8 mm thick) on G.I slotted rails (1.6 / 2.5 mm thick) , Rail legs (2.5 mm thick)<br>Clamping details - For Suspended lines<br>G.I "U" bolts (8 mm thick) on Heavy Duty G.I-slotted rails(2.0 mm thick) or Clamping with Universal clamps, Anchor fastners (10mm), Threaded Rod(10mm), nuts, washers etc complete.<br>50 mm dia

od304090/2020_2021 : Providing and fixing at site in position uPVC pipe (SWR) of Type A (4 kg/cm2) pipes (For Vent Pipes & Rainwater Pipes) (IS:13592) including SWR fittings such as tees, bends, clamps, couplings,adapters, cowls etc. complete in all respect for soil and waste drains including cutting and making good the walls and floors as required at site. <br>Clamping details - For Vertical Shafts<br>G.I "U" bolts (8 mm thick) on G.I slotted rails (1.6 / 2.5 mm thick) , Rail legs (2.5 mm thick)<br>Clamping details - For Suspended lines<br>G.I "U" bolts (8 mm thick) on Heavy Duty G.I-slotted rails(2.0 mm thick) or Clamping with Universal clamps, Anchor fastners (10mm), Threaded Rod(10mm), nuts, washers etc complete.<br>160 mm dia

od304093/2020_2021 : Providing and fixing at site in position uPVC pipe (SWR) of Type A (4 kg/cm2) pipes (For Vent Pipes & Rainwater Pipes) (IS:13592) including SWR fittings such as tees, bends, clamps, couplings,adapters, cowls etc. complete in all respect for soil and waste drains including cutting and making good the walls and floors as required at site. <br>Clamping details - For Vertical Shafts<br>G.I "U" bolts (8 mm thick) on G.I slotted rails (1.6 / 2.5 mm thick) , Rail legs (2.5 mm thick)<br>Clamping details - For Suspended lines<br>G.I "U" bolts (8 mm thick) on Heavy Duty G.I-slotted rails(2.0 mm thick) or Clamping with Universal clamps, Anchor fastners (10mm), Threaded Rod(10mm), nuts, washers etc complete.<br>110 mm dia

od304096/2020_2021 : Providing and fixing at site in position uPVC pipe (SWR) of Type A (4 kg/cm2) pipes (For Vent Pipes & Rainwater Pipes) (IS:13592) including SWR fittings such as tees, bends, clamps, couplings,adapters, cowls etc. complete in all respect for soil and waste drains including cutting and making good the walls and floors as required at site. <br>Clamping details - For Vertical Shafts<br>G.I "U" bolts (8 mm thick) on G.I slotted rails (1.6 / 2.5 mm thick) , Rail legs (2.5 mm thick)<br>Clamping details - For Suspended lines<br>G.I "U" bolts (8 mm thick) on Heavy Duty G.I-slotted rails(2.0 mm thick) or Clamping with Universal clamps, Anchor fastners (10mm), Threaded Rod(10mm), nuts, washers etc complete.<br>75 mm dia

od304099/2020_2021 : Providing and fixing at site in position uPVC pipe (SWR) of Type A (4 kg/cm2) pipes (For Vent Pipes & Rainwater Pipes) (IS:13592) including SWR fittings such as tees, bends, clamps, couplings,adapters, cowls etc. complete in all respect for soil and waste drains including cutting and making good the walls and floors as required at site. <br>Clamping details - For Vertical Shafts<br>G.I "U" bolts (8 mm thick) on G.I slotted rails (1.6 / 2.5 mm thick) , Rail legs (2.5 mm thick)<br>Clamping details - For Suspended lines<br>G.I "U" bolts (8 mm thick) on Heavy Duty G.I-slotted rails(2.0 mm thick) or Clamping with Universal clamps, Anchor fastners (10mm), Threaded Rod(10mm), nuts, washers etc complete.<br>63 mm dia

od304102/2020_2021 : Providing and fixing at site in position uPVC pipe (SWR) of Type A (4 kg/cm2) pipes (For Vent Pipes & Rainwater Pipes) (IS:13592) including SWR fittings such as tees, bends, clamps, couplings,adapters, cowls etc. complete in all respect for soil and waste drains including cutting and making good the walls and floors as required at site. <br>Clamping details - For Vertical Shafts<br>G.I "U" bolts (8 mm thick) on G.I slotted rails (1.6 / 2.5 mm thick) , Rail legs (2.5 mm thick)<br>Clamping details - For Suspended lines<br>G.I "U" bolts (8 mm thick) on Heavy Duty G.I-slotted rails(2.0 mm thick) or Clamping with Universal clamps, Anchor fastners (10mm), Threaded Rod(10mm), nuts, washers etc complete.<br>50 mm dia

od304104/2020_2021 : Providing and fixing at site in position Hubless Cast Iron Pipes (ISO 6594, DIN 19522, IS 15905) of approved make for drainage, complete with all necessary fittings of approved make, leak proof joints made of SS Couplings (IS 1570 Part 5) with EPDM gaskets.<br>100 mm nominal dia

od304110/2020_2021 : Providing and fixing at site in position Hubless Cast Iron Pipes (ISO 6594, DIN 19522, IS 15905) of approved make for drainage, complete with all necessary fittings of approved make, leak proof joints made of SS Couplings (IS 1570 Part 5) with EPDM gaskets.<br>75 mm nominal dia

od304113/2020_2021 : Providing and fixing at site in position Hubless Cast Iron Pipes (ISO 6594, DIN 19522, IS 15905) of approved make for drainage, complete with all necessary fittings of approved make, leak proof joints made of SS Couplings (IS 1570 Part 5) with EPDM gaskets.<br>50 mm nominal dia

od304118/2020_2021 : Providing and fixing at site deep seal Cast Iron 'P' trap for with access cap Including all necessary fittings & supports complete.<br>100 mm dia

od304122/2020_2021 : Providing and fixing at site deep seal Cast Iron 'P' trap for with access cap Including all necessary fittings & supports complete.<br>75 mm dia

od304124/2020_2021 : Providing and fixing at site deep seal Cast Iron 'P' trap for with access cap Including all necessary fittings & supports complete.<br>50 mm dia

od304129/2020_2021 : Providing and fixing at site in position uPVC Deep seal Floor trap (Height - 7") with Floor Drain (Lock Type), SS 304 grade material, 125 mm x 125 mm square - 1.2 mm thick of approved make complete in all respect with all necessary supports to the satisfaction of the engineer in charge.<br>110 X 75mm dia outlet Multi Floor Trap

od304132/2020_2021 : Providing and fixing at site in position uPVC Deep seal Floor trap (Height - 7") with Floor Drain (Lock Type), SS 304 grade material, 125 mm x 125 mm square - 1.2 mm thick of approved make complete in all respect with all necessary supports to the satisfaction of the engineer in charge.<br>110 X 75mm dia outlet Single Floor Trap

od304134/2020_2021 : Supply & Fixing at site in position 150x150 mm SS 304 grade floor cleanout with teflon gasket and SS key for opening complete in all respect.

od304137/2020_2021 : Supply and fixing at site in position PVC Rodding Eye (6 kg/cm2) complete in all respects.<br>160 mm dia.

od304139/2020_2021 : Supply and fixing at site in position PVC Rodding Eye (6 kg/cm2) complete in all respects.<br>110 mm dia.

od304141/2020_2021 : Supply and fixing at site in position PVC Rodding Eye (6 kg/cm2) complete in all respects.<br>75 mm dia.

od304142/2020_2021 : Providing and fixing at site in position side outlet type parapet roof drain made of aluminum complete in all respect including cuting and making good walls and floors to the satisfaction of the engineer in charge.<br>110 mm dia outlet

App.H - Water Supply

od304075/2020_2021 : Providing and fixing at site in position uPVC unthreaded pipes (As per ASTM D - 1785 ,Sch.40) of approved make for water supply, complete with all necessary Sch-80 Fittings (elbows, unions, tees, reducers, couplings, nipples etc.) complete with clamping in position with G.I. "U" bolts (8 mm thick) on G.I. slotted rails (1.6 mm thick) , Rail legs (2.5 mm thick) of approved make, as per drawings to the satisfaction of the Engineer in charge.<br>100 mm dia.

od304079/2020_2021 : Providing and fixing at site in position uPVC unthreaded pipes (As per ASTM D - 1785 ,Sch.40) of approved make for water supply, complete with all necessary Sch-80 Fittings (elbows, unions, tees, reducers, couplings, nipples etc.) complete with clamping in position with G.I. "U" bolts (8 mm thick) on G.I. slotted rails (1.6 mm thick) , Rail legs (2.5 mm thick) of approved make, as per drawings to the satisfaction of the Engineer in charge.<br>80 mm dia.

od304082/2020_2021 : Providing and fixing at site in position uPVC unthreaded pipes (As per ASTM D - 1785 ,Sch.40) of approved make for water supply, complete with all necessary Sch-80 Fittings (elbows, unions, tees, reducers, couplings, nipples etc.) complete with clamping in position with G.I. "U" bolts (8 mm thick) on G.I. slotted rails (1.6 mm thick) , Rail legs (2.5 mm thick) of approved make, as per drawings to the satisfaction of the Engineer in charge.<br>65 mm dia.

od304083/2020_2021 : Providing and fixing at site in position uPVC unthreaded pipes (As per ASTM D - 1785 ,Sch.40) of approved make for water supply, complete with all necessary Sch-80 Fittings (elbows, unions, tees, reducers, couplings, nipples etc.) complete with clamping in position with G.I. "U" bolts (8 mm thick) on G.I. slotted rails (1.6 mm thick) , Rail legs (2.5 mm thick) of approved make, as per drawings to the satisfaction of the Engineer in charge.<br>50 mm dia.

od304086/2020_2021 : Providing and fixing at site in position uPVC unthreaded pipes (As per ASTM D - 1785 ,Sch.40) of approved make for water supply, complete with all necessary Sch-80 Fittings (elbows, unions, tees, reducers, couplings, nipples etc.) complete with clamping in position with G.I. "U" bolts (8 mm thick) on G.I. slotted rails (1.6 mm thick) , Rail legs (2.5 mm thick) of approved make, as per drawings to the satisfaction of the Engineer in charge.<br>40 mm dia.

od304091/2020_2021 : Providing and fixing at site in position uPVC unthreaded pipes (As per ASTM D - 1785 ,Sch.40) of approved make for water supply, complete with all necessary Sch-80 Fittings (elbows, unions, tees, reducers, couplings, nipples etc.) complete with clamping in position with G.I. "U" bolts (8 mm thick) on G.I. slotted rails (1.6 mm thick) , Rail legs (2.5 mm thick) of approved make, as per drawings to the satisfaction of the Engineer in charge.<br>32 mm dia.

od304094/2020_2021 : Providing and fixing at site in position uPVC unthreaded pipes (As per ASTM D - 1785 ,Sch.40) of approved make for water supply, complete with all necessary Sch-80 Fittings (elbows, unions, tees, reducers, couplings, nipples etc.) complete with clamping in position with G.I. "U" bolts (8 mm thick) on G.I. slotted rails (1.6 mm thick) , Rail legs (2.5 mm thick) of approved make, as per drawings to the satisfaction of the Engineer in charge.<br>25 mm dia.

od304095/2020_2021 : Providing and fixing at site in position uPVC unthreaded pipes (As per ASTM D - 1785 ,Sch.40) of approved make for water supply, complete with all necessary Sch-80 Fittings (elbows, unions, tees, reducers, couplings, nipples etc.) complete with clamping in position with G.I. "U" bolts (8 mm thick) on G.I. slotted rails (1.6 mm thick) , Rail legs (2.5 mm thick) of approved make, as per drawings to the satisfaction of the Engineer in charge.<br>20 mm dia.

od304097/2020_2021 : Providing and fixing at site in position uPVC unthreaded pipes (As per ASTM D - 1785 ,Sch.40) concealing through the walls / floors including cutting and making good the wall to line and level. approved make for water supply, complete with all necessary Sch-80 Fittings (elbows, unions, tees, reducers, couplings, nipples etc.) complete with clamping in position with G.I. "U" bolts (8 mm thick) on G.I. slotted rails (1.6 mm thick) , Rail legs (2.5 mm thick) of approved make, as per drawings to the satisfaction of the Engineer in charge.<br>32 mm dia.

od304101/2020_2021 : Providing and fixing at site in position uPVC unthreaded pipes (As per ASTM D - 1785 ,Sch.40) concealing through the walls / floors including cutting and making good the wall to line and level. approved make for water supply, complete with all necessary Sch-80 Fittings (elbows, unions, tees, reducers, couplings, nipples etc.) complete with clamping in position with G.I. "U" bolts (8 mm thick) on G.I. slotted rails (1.6 mm thick) , Rail legs (2.5 mm thick) of approved make, as per drawings to the satisfaction of the Engineer in charge.<br>25 mm dia.

od304107/2020_2021 : Providing and fixing at site in position uPVC unthreaded pipes (As per ASTM D - 1785 ,Sch.40) concealing through the walls / floors including cutting and making good the wall to line and level. approved make for water supply, complete with all necessary Sch-80 Fittings (elbows, unions, tees, reducers, couplings, nipples etc.) complete with clamping in position with G.I. "U" bolts (8 mm thick) on G.I. slotted rails (1.6 mm thick) , Rail legs (2.5 mm thick) of approved make, as per drawings to the satisfaction of the Engineer in charge.<br>20 mm dia.

od304108/2020_2021 : Providing and fixing uPVC unthreaded pipes (As per ASTM D - 1785 ,Sch.40) including all SCH-80 fittings. This includes jointing of pipes & fittings with one step uPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.<br>65 mm dia.

od304114/2020_2021 : Providing and fixing uPVC unthreaded pipes (As per ASTM D - 1785 ,Sch.40) including all SCH-80 fittings. This includes jointing of pipes & fittings with one step uPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.<br>50 mm dia.

od304116/2020_2021 : Providing and fixing uPVC unthreaded pipes (As per ASTM D - 1785 ,Sch.40) including all SCH-80 fittings. This includes jointing of pipes & fittings with one step uPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.<br>40 mm dia.

od304120/2020_2021 : Providing and fixing uPVC unthreaded pipes (As per ASTM D - 1785 ,Sch.40) including all SCH-80 fittings. This includes jointing of pipes & fittings with one step uPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.<br>32 mm dia.

od304125/2020_2021 : Providing and fixing uPVC unthreaded pipes (As per ASTM D - 1785 ,Sch.40) including all SCH-80 fittings. This includes jointing of pipes & fittings with one step uPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.<br>25 mm dia.

od304130/2020_2021 : Providing and fixing uPVC unthreaded pipes (As per ASTM D - 1785 ,Sch.40) including all SCH-80 fittings. This includes jointing of pipes & fittings with one step uPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.<br>20 mm dia.

18.7.1 : Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer -in-Charge. Internal work - Exposed on wall15 mm nominal outer dia pipes

18.7.2 : Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer -in-Charge. Internal work - Exposed on wall20 mm nominal outer dia pipes

18.7.3 : Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer -in-Charge. Internal work - Exposed on wall25 mm nominal outer dia pipes

18.7.4 : Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer -in-Charge. Internal work - Exposed on wall32 mm nominal outer dia pipes

18.7.5 : Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer -in-Charge. Internal work - Exposed on wall40 mm nominal outer dia pipes

18.7.6 : Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer -in-Charge. Internal work - Exposed on wall50 mm nominal outer dia pipes

18.8.1 : 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 wall etc.15 mm nominal outer dia pipes

18.8.2 : 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 wall etc.20 mm nominal outer dia pipes

18.8.3 : 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 wall etc.25 mm nominal outer dia pipes

18.8.4 : 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 wall etc.32 mm nominal outer dia pipes

od304144/2020_2021 : Supply, Store, Installation, Testing & Commisioning at site in position micro cellular closed cell Nitrile rubber elastomeric insulation (UL-94 Approved) tubes/ sheets(9mm thick) for the hot water supply pipes with protective glass fabric & co-extruded polymeric covering for UV & mechanical protection. <br>15 mm

od304146/2020_2021 : Supply, Store, Installation, Testing & Commisioning at site in position micro cellular closed cell Nitrile rubber elastomeric insulation (UL-94 Approved) tubes/ sheets(9mm thick) for the hot water supply pipes with protective glass fabric & co-extruded polymeric covering for UV & mechanical protection. <br>20 mm

od304148/2020_2021 : Supply, Store, Installation, Testing & Commisioning at site in position micro cellular closed cell Nitrile rubber elastomeric insulation (UL-94 Approved) tubes/ sheets(9mm thick) for the hot water supply pipes with protective glass fabric & co-extruded polymeric covering for UV & mechanical protection. <br>25 mm

od304150/2020_2021 : Supply, Store, Installation, Testing & Commisioning at site in position micro cellular closed cell Nitrile rubber elastomeric insulation (UL-94 Approved) tubes/ sheets(9mm thick) for the hot water supply pipes with protective glass fabric & co-extruded polymeric covering for UV & mechanical protection. <br>32 mm

od304151/2020_2021 : Supply, Store, Installation, Testing & Commisioning at site in position micro cellular closed cell Nitrile rubber elastomeric insulation (UL-94 Approved) tubes/ sheets(9mm thick) for the hot water supply pipes with protective glass fabric & co-extruded polymeric covering for UV & mechanical protection. <br>40 mm

od304153/2020_2021 : Supply, Store, Installation, Testing & Commisioning at site in position micro cellular closed cell Nitrile rubber elastomeric insulation (UL-94 Approved) tubes/ sheets(9mm thick) for the hot water supply pipes with protective glass fabric & co-extruded polymeric covering for UV & mechanical protection. <br>50 mm

od304156/2020_2021 : Providing and fixing at site in position full way lever operated Forged Brass Ball valve of brass body with forged brass hard chrome plate (PN 25) of approved make with necessary Male Adapter (Brass Threads) fittings in position as per drawings.<br>15 mm dia.

od304158/2020_2021 : Providing and fixing at site in position full way lever operated Forged Brass Ball valve of brass body with forged brass hard chrome plate (PN 25) of approved make with necessary Male Adapter (Brass Threads) fittings in position as per drawings.<br>20 mm dia.

od304159/2020_2021 : Providing and fixing at site in position full way lever operated Forged Brass Ball valve of brass body with forged brass hard chrome plate (PN 25) of approved make with necessary Male Adapter (Brass Threads) fittings in position as per drawings.<br>25 mm dia.

od304160/2020_2021 : Providing and fixing at site in position full way lever operated Forged Brass Ball valve of brass body with forged brass hard chrome plate (PN 25) of approved make with necessary Male Adapter (Brass Threads) fittings in position as per drawings.<br>32 mm dia.

od304162/2020_2021 : Providing and fixing at site in position full way lever operated Forged Brass Ball valve of brass body with forged brass hard chrome plate (PN 25) of approved make with necessary Male Adapter (Brass Threads) fittings in position as per drawings.<br>40 mm dia.

od304163/2020_2021 : Providing and fixing at site in position full way lever operated Forged Brass Ball valve of brass body with forged brass hard chrome plate (PN 25) of approved make with necessary Male Adapter (Brass Threads) fittings in position as per drawings.<br>50 mm dia.

od304164/2020_2021 : Providing and fixing at site in position Butterfly valve (PN 16) wafer type of approved make with necessary PVC flanges, gaskets, nuts and bolts etc complete within position as per drawings.<br>65 mm dia.

od304165/2020_2021 : Providing and fixing at site in position Butterfly valve (PN 16) wafer type of approved make with necessary PVC flanges, gaskets, nuts and bolts etc complete within position as per drawings.<br>80 mm dia.

od304167/2020_2021 : Providing and fixing at site in position Butterfly valve (PN 16) wafer type of approved make with necessary PVC flanges, gaskets, nuts and bolts etc complete within position as per drawings.<br>100 mm dia.

18.18.3 : Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete:25 mm nominal bore

18.19.3.1 : Providing and fixing gun metal non-return valve of approved quality (screwed end):40 mm nominal boreHorizontal

18.19.4.1 : Providing and fixing gun metal non-return valve of approved quality (screwed end):50 mm nominal boreHorizontal

18.19.4.2 : Providing and fixing gun metal non-return valve of approved quality (screwed end):50 mm nominal boreVertical

18.19.5.1 : Providing and fixing gun metal non-return valve of approved quality (screwed end):65 mm nominal boreHorizontal

18.19.5.2 : Providing and fixing gun metal non-return valve of approved quality (screwed end):65 mm nominal boreVertical

18.19.6.1 : Providing and fixing gun metal non-return valve of approved quality (screwed end):80 mm nominal boreHorizontal

od304169/2020_2021 : Providing and fixing at site in position spring loaded vertically mounted brass Air Release Valves, Ball valve of approved quality and make on the top of the vertical water supply pipes as per specification and drawings.<br>20mm dia

od304170/2020_2021 : Supply, Store, Install,Test and Commission of CI Y-type strainer with drain plug, SS screen 304 complete in all respects.<br>80mm dia

od304171/2020_2021 : Supply, Store, Install,Test and Commission of CI Y-type strainer with drain plug, SS screen 304 complete in all respects.<br>100mm dia

18.60.1 : Providing and fixing enclosed type water meter (bulk type) conforming to IS: 2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions etc. ( The tail pieces if required will be paid separately):80 mm dia nominal bore

18.61.1 : Providing and fixing C.I dirt box strainer for bulk type water meter with nuts, bolts, rubber insertions etc. complete conforming to IS : 2373 :80 mm dia

od304172/2020_2021 : Supply, Store, Installation, Testing & Commissioning at site in position Fabricated uPVC Astm Sch 40 Puddle flanges in the underground and overhead water tanks as per the drawings and the requirement of the Project Manager.<br>100 mm dia

od304173/2020_2021 : Supply, Store, Installation, Testing & Commissioning at site in position Fabricated uPVC Astm Sch 40 Puddle flanges in the underground and overhead water tanks as per the drawings and the requirement of the Project Manager.<br>80mm dia

od304174/2020_2021 : Supply, Store, Installation, Testing & Commissioning at site in position Fabricated uPVC Astm Sch 40 Puddle flanges in the underground and overhead water tanks as per the drawings and the requirement of the Project Manager.<br>65mm dia

od304175/2020_2021 : Supply, Store, Installation, Testing & Commissioning at site in position Fabricated uPVC Astm Sch 40 Puddle flanges in the underground and overhead water tanks as per the drawings and the requirement of the Project Manager.<br>50mm dia

od304176/2020_2021 : Supply, Store, Installation, Testing & Commissioning of 800mm long MS puddle flanges fabricated out of 6 mm thick M.S. plates along with flanges of suitable size properly fixed in walls & top slabs of underground and overhead tanks.<br>250mm dia

od304177/2020_2021 : Supply, Store, Installation, Testing & Commissioning of 800mm long MS puddle flanges fabricated out of 6 mm thick M.S. plates along with flanges of suitable size properly fixed in walls & top slabs of underground and overhead tanks.<br>200mm dia

od304178/2020_2021 : Supply, Store, Installation, Testing & Commissioning of 800mm long MS puddle flanges fabricated out of 6 mm thick M.S. plates along with flanges of suitable size properly fixed in walls & top slabs of underground and overhead tanks.<br>150mm dia<br>

od304188/2020_2021 : Providing and fixing at site in position self pigmented type double seal (air & water tight) FRP manhole cover and frame with closed bottom (not thru & thru) lifting key holes & load tested as per IS:1726/BS EN:124 for under ground sump tanks and over head tanks.<br>600x600mm -Light Duty for OHT (05 MT)<br>

od304189/2020_2021 : Providing and fixing at site in position self pigmented type double seal (air & water tight) FRP manhole cover and frame with closed bottom (not thru & thru) lifting key holes & load tested as per IS:1726/BS EN:124 for under ground sump tanks and over head tanks.<br>600x600mm -Heavy Duty for Sump Tanks (40MT)<br>

App.I - External Drainage

od304074/2020_2021 : Providing and fixing of pipes and conveying to position and jointing to true lines and gradients, PVC pipe of IS 4985(6kg/cm2), jointing the pipe line as per specification, testing the pipe line after installation to the specified hydrostatic test pressure including Supplying, Supplying, Installing specials like bends, couplers, sockets, connections etc. as per provisions of IS: 1742-1983 (Code of practice for building drainage) complete.<br>200 mm dia.

od304078/2020_2021 : Providing and fixing of pipes and conveying to position and jointing to true lines and gradients, PVC pipe of IS 4985(6kg/cm2), jointing the pipe line as per specification, testing the pipe line after installation to the specified hydrostatic test pressure including Supplying, Supplying, Installing specials like bends, couplers, sockets, connections etc. as per provisions of IS: 1742-1983 (Code of practice for building drainage) complete.<br>160 mm dia.

od304081/2020_2021 : Providing and fixing of pipes and conveying to position and jointing to true lines and gradients, PVC pipe of IS 4985(6kg/cm2), jointing the pipe line as per specification, testing the pipe line after installation to the specified hydrostatic test pressure including Supplying, Supplying, Installing specials like bends, couplers, sockets, connections etc. as per provisions of IS: 1742-1983 (Code of practice for building drainage) complete.<br>110 mm dia.

od304084/2020_2021 : Providing and fixing of pipes and conveying to position and jointing to true lines and gradients, PVC pipe of IS 4985(6kg/cm2), jointing the pipe line as per specification, testing the pipe line after installation to the specified hydrostatic test pressure including Supplying, Supplying, Installing specials like bends, couplers, sockets, connections etc. as per provisions of IS: 1742-1983 (Code of practice for building drainage) complete.<br>75 mm dia.

2.10.1.1 : Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil. and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m:All kinds of soilPipes, cables etc, not exceeding 80 mm dia

2.10.1.2 : Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil. and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m:Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia

2.1.1 : Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil

4.1.5 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

od304100/2020_2021 : Constructing R.C.C. manhole with 100 mm thick walls with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :<br>60 X 60 cms (24" X 24") internal dimensions and depth upto 1 m complete with 60 X 60 cms self pigmented type double seal (air & water tight) FRP manhole cover and frame (25 MT) with closed bottom (not thru & thru) lifting key holes & load tested as per BS EN:124..

od304103/2020_2021 : Constructing R.C.C. manhole with 100 mm thick walls with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :<br>60 X 60 cms (24" X 24") internal dimensions and depth upto 1 m complete with 60 X 60 cms self pigmented type double seal (air & water tight) FRP manhole cover and frame (40 MT) with closed bottom (not thru & thru) lifting key holes & load tested as per BS EN:124.

od304105/2020_2021 : Constructing R.C.C. manhole with 100 mm thick walls with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :<br>90 X 60 cms (24" X 24") internal dimensions and depth upto 1.5 m complete with 60 X 60 cms self pigmented type double seal (air & water tight) FRP manhole cover and frame (25 MT) with closed bottom (not thru & thru) lifting key holes & load tested as per BS EN:124.

od304109/2020_2021 : Constructing R.C.C. manhole with 100 mm thick walls with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :<br>90 X 60 cms (24" X 24") internal dimensions and depth upto 1.5 m complete with 60 X 60 cms self pigmented type double seal (air & water tight) FRP manhole cover and frame (40 MT) with closed bottom (not thru & thru) lifting key holes & load tested as per BS EN:124.

od304115/2020_2021 : Constructing R.C.C. manhole with 100 mm thick walls with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :<br>120 X 90 cms (24" X 24") internal dimensions and depth upto 2.5 m complete with 60 X 60 cms self pigmented type double seal (air & water tight) FRP manhole cover and frame (40 MT) with closed bottom (not thru & thru) lifting key holes & load tested as per BS EN:124.

od304119/2020_2021 : Supply, installation, testing & commissioning at site in position best quality PVC gully trap with 110mm dia outlet embedded in plain cement concrete 1:4:8 (20mm metal), all the above encased in a chamber built with 100 mm thick RCC walls, a bed of CC 1:4:8 using 40mm size metal 100mm thick ,plastering with CM1:3,13mm thick inside, outside, exposed top surfaces and internal and top exposed surface finished smooth with a floating coat of neat cement, providing and fixing FRP cover and frame load tested as per BS EN:124 of size as given below, fixing the frame in PCC 1:2:4 using 20mm stone metal complete in all respect to the satisfaction of the Engineer in charge.<br>30 cm x 30 cm clear internal dimension with 0.6 m (average) deep and 30 cm x 30 cm FRP cover and frame ( 25 MT) load tested as per BS EN:124

od304123/2020_2021 : Supply, installation, testing & commissioning at site in position best quality PVC gully trap with 110mm dia outlet embedded in plain cement concrete 1:4:8 (20mm metal), all the above encased in a chamber built with 100 mm thick RCC walls, a bed of CC 1:4:8 using 40mm size metal 100mm thick ,plastering with CM1:3,13mm thick inside, outside, exposed top surfaces and internal and top exposed surface finished smooth with a floating coat of neat cement, providing and fixing FRP cover and frame load tested as per BS EN:124 of size as given below, fixing the frame in PCC 1:2:4 using 20mm stone metal complete in all respect to the satisfaction of the Engineer in charge.<br>30 cm x 30 cm clear internal dimension with 0.6 m (average) deep and 30 cm x 30 cm FRP cover and frame ( 40 MT) load tested as per BS EN:124

od304126/2020_2021 : Supply, installation, testing & commissioning at site in position best quality Cast Iron gully trap with 110mm dia outlet embedded in plain cement concrete 1:4:8 (20mm metal), all the above encased in a chamber built with 115mm thick brick masonry using first class country bricks in CM 1:3 over a bed of CC 1:4:8 using 40mm size metal 100mm thick ,plastering with CM1:3,13mm thick inside, outside, exposed top surfaces and internal and top exposed surface finished smooth with a floating coat of neat cement, providing and fixing cast iron gratings and frame load tested as per IS 1726 / BS EN:124 of size as given below, fixing the frame in PCC 1:2:4 using 20mm stone metal including painting the frame and cover with 2 coats of anticorrosive black bitumastic painting etc. complete all as specified and directed.<br>45 cm x 45 cm clear internal dimension with 0.6 m (average) deep and 30 cm x 30 cm cast iron gratings and frame ( 40 MT)

od304127/2020_2021 : Constructing RCC holding tank for clinical waste with 100 mm thick walls, with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and finished with a floating coat of neat cement complete in all respect to the satisfaction of the Engineer in charge.<br>100 cm x 100 cm clear internal dimension with depth upto 1.5 m and 60 cm x 60 cm FRP manhole cover and frame (25 MT) load tested as per BS EN 124.

od304133/2020_2021 : Constructing RCC holding tank for clinical waste with 100 mm thick walls, with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and finished with a floating coat of neat cement complete in all respect to the satisfaction of the Engineer in charge.<br>100 cm x 100 cm clear internal dimension with depth upto 1.5 m and 60 cm x 60 cm FRP manhole cover and frame (40 MT) load tested as per BS EN 124.

RAIN WATER FILTRATION SYSTEM

od304309/2020_2021 : Supply, installation, testing & commissioning of rain water filtration system complete with inline rain water filters, necessary supports, mounting arrangements, clean and drain water pipings, valves for first flush etc. complete in all respect mounted as per manufacturer specifications. <br>Inline rain water filter - 450 to 500 LPM capacity<br>

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