Tender For Construction Of Veterinary Hospital Building At Rehra Bazar District Balrampur, Gonda-Uttar Pradesh

TDR : 39873095

Tender Notice
BOQ

Expired

Gonda , Uttar Pradesh

Tender Brief : Tender For Construction Of Veterinary Hospital Building At Rehra Bazar District Balrampur

Document Fees
₹ 11800 /-

EMD
₹ 100000.0 /-

Tender Value
₹ 49.44 Lakhs /-

Submission Date
03-10-2023

Competition Type
Indian

Bidding Type
Tender

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1	CONSTRUCTION OF VETENARY HOSPITAL BUILDING
2	Excavation in foundation in ordinary soil (loam clay or sand)includingfilling lift upto 1.5m (5 feets) & lead upto 30m (100 feets) & including filling ,watering & ramming of excavated earth in to the trenches or into the space b/w the building & the site offoundation trenches or into the plinth & removal & disposalof surplus earth as directed by the E/I uptp a distance of30M(100 fts.) from the foundation trenches
3	Fillingof carted earth.
4	Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8km from the site of work and including watering ,dressing etc rate to include cost of all materials, labour T&Petc. Required for proper completion of work (lead upto 30m & lift 1.5m)
5	Providing and layingin cement concrete 1:4:8 (1 cement :4 Coarse sand sand :8 graded bricks aggregate 40 mm nominal size) including supply of all materials & labours & T& P etc. required for proper completion of the work & curing complete, also including cost ofform-work,in foundation and floors.
6	Providing andinjectingchemical emulsion for preconstructional antitermite treatment andcreatinga chemical barrier underand alroundthe column pits wall trenches basement excavation top surface if plinth filling junctionofwall and floor, alongthe the external perimeter ofbinding expansionjoints, surrounding ofpipes andconduits etc, complete (plinth area of the building at groundflooronly shall be measured as per I.S.6313(PartII 1981)Alderine emulsifiable concentrate or anyotherapproved materialsuch as Heptrachlor or chordancewill be used Therateofapplicationofchemical emulsion shallbe asfollows : (1)Treatment for masonary & foundation 5 liters per/100 sqm.(2) Back fill inimmediate contact with foundation 7.5 liters/100sqm (3) Treatment of topsurfaceof plinth filling 5 liters/100 sqm (4)Treatmentjunction of wallandthe floor 7.5 liters /100 sqm (5)Treatmentofsoilalong external perimeter of building 7.5liters/100sqm. (6) Treatment of soil under apronalong external perimter 5 liters/100 sqm.
7	R.c.c. workwith cement approved coarse sandand2cm. (3/4\") guageapproved stoneballastin the proportion 1:1.5:3(M-20)in lintal of door & windows excluding supply of reinforcement and itsbending but including its fixing & bending the same with24 B WG GIbindingwireand including necessary centeringand shuttering etc.and also including supply of all materials,labour andtools and plants etc, required forproper completion of the works. Binding wire cost being included in the item
8	First Class brick(M-150) work in1:6cement and coarsesandof1.50 FM modulus mortar infoundation and plinth including supply ofall materials, labourand tools and plants etc.requiredforpropercompletion of the work.
9	Makingdrain along apron of size (150x150) withbase concrete & 1:4 (1 cement:4 Coarse sand) brick work and 25mm CC flooring as well as 12mm plaster as per direction of E/I
10	R.c.c. workwith cement approved coarse sandand2cm. (3/4\") guageapproved stoneballastin the proportion 1:1.5:3 (M-20) in slab excluding supply of reinforcement and itsbending but including its fixing & bending the same with24 B WG GIbindingwireand including necessary centeringand shuttering etc.and also including supply of all materials,labour andtools and plants etc, required forproper completion of the works. Binding wire cost being included in the item
11	R.c.c. workwith cement approved coarse sandand2cm. (3/4\") guageapproved stoneballastin the proportion 1:1.5:3 (M-20) in lighter beam excluding supply of reinforcement and itsbending but including its fixing & bending the same with24 B WG GIbindingwireand including necessary centeringand shuttering etc.and also including supply of all materials,labour andtools and plants etc, required forproper completion of the works. Binding wire cost being included in the item
12	First Class brick work (M-150) in1:6cement and coarsesandof1.5 Fine modulus mortarin super-structure including necessary cutting and mouldingofbrickworkas requiredandalsoincludinghoney combed brick work.Thickness of wall not to be less than 1.5 brick thick Add for extra labour to above items
13	(M-150) Same as in item no.11 but in1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below
14	Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b)Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5coarse sand) admixed with water proofing compound conformingto IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.After two days of proper curing applying a second coat of cementslurry using 2.75 kg/ sqm of cement admixed with water proofingcompound conforming to IS : 2645 and approved by Engineerin-charge.Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 m square 3 mm deep .The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-ChargeWith average thickness of 120 mm and minimum thickness at khurra as 65 mm.
15	Supply & fixing of flush door commercial quality conforming to IS 2202 part 1(1983) including fixing of wooden cleats & stoppers & including fixing & adjustment of hinges.Bolts locks,handles springs fitting with ecessary screws to be supplieddepartmently. 32mm thick
16	Mild steel or iron workofsmall sizes and sections suchas holding down bolts,holdfasttierods,gratings etc. ( when notincludedinan overall rates) wroughttorequiredfromincludingsupply ofsteel anditswastage includingcostof bolts, nuts if required forandwelding, grinding and making holes as required completion of workfabricationofholesdoors, chaukhats nosing.Fabrication of holdfastfordoor chaukhats and windows.
17	Fabrication of grill / staircase railing.
18	Fabrication of Z-section steel windows.
19	Angle iron chaukhats 40X40X5
20	Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work(whennot includedin anover all rates )wroughttorequired shape as necessary including bending for proper completion of thework andincluding supply of steel itswastage bendhooks andauthorisedover lappingshallbe measured upto floor two level. TMT Fe 500
21	Fixingofsteelorwoodenchaukhats in position. (a) Door chaukhats
22	(b) Window chaukhats
23	(c) Ventilator Chaukhats
24	12mm thick plaster with cement mortar in proportion of 1:6 consisting of one part cement & six parts of approved coarse sand.
25	15 mm cement plaster on rough side of single or half brick wall of mix:(1)1 cement:6 coarse sand
26	Providing and laying vitrified floor tiles Kajaria KERRO brand or Equivalent brand of super quality in different size (thickness specified by manufacturere) with water absorption less than 0.8% and conforming to IS 15622 of approved make in all colours & shade laid on 20mm thick cement mortar 1:4(1 cement :4 coarse sand) including grouting the joint white cement and matching pigments etc complete (Size of tiles 600x 600mm) (Flooring)
27	Providing and laying vitrified floor tiles Kajaria KERRO brand or Equivalent brand of super quality in different size (thickness specified by manufacturere) with water absorption less than 0.8% and conforming to IS 15622 of approved make in all colours & shade laid on 20mm thick cement mortar 1:4(1 cement :4 coarse sand) including grouting the joint white cement and matching pigments etc complete (Size of tiles 600x 600mm) (Skirting)
28	Supply & Fixing 6mm China White glazed tiles in flooring or in skirting or dado laid with 1:3 cement & approved coarse sand mortar finished with white cement slurry ,jointing and polishing complete including supply of all materials labour and T & P etc required of proper completion of the work.(Floor)
29	Supply & Fixing 6mm China White glazed tiles in flooring or in skirting or dado laid with 1:3 cement & approved coarse sand mortar finished with white cement slurry ,jointing and polishing complete including supply of all materials labour and T & P etc required of proper completion of the work.(Wall)
30	Painting or vanishing on iron work in small areas or new wood work with one cost of ready mixed priming paint & one coat of approved superior quality ready mixed paint of clear synthetic varnish including supply of all materials labour & T & P etc required for proper comp[letion of work paint to be used should confirm to the ISi No. 1031950
31	Same as item 28 abovebutonnew wood surface.
32	Finishing walls with water proofing cement paint of approved make & quality on new work with two coats to give an even shade including supply of all materials labour & T & P etc required for proper completion of the work with birla white putty
33	One priming coat & one coat oil distemper on new work including supply of all materials labour and T & P etc. required for proper completion of the workButfor every coat after the first coat with birla white putty
34	Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with 4.0 mm thick glass panes
35	Providing & Fixing oxidised sliding bolts16 mm dia with nuts and 300 mm long.ISI mark
36	Providing & Fixing oxidisedtowerbolt with 9 mm dia 250mm long and screw.ISI mark
37	Providing & Fixing oxidised doorhandleswith screws 100 mm long. ISI mark
38	Providing and fixing in position collapsible steel shutters with verticalchannels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 38 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved red laid paint
39	2.5cm thick 1:2:4 cement concrete floor with cement approved coarse sand & 2cm graded dala stone grit laid in planels finished with 3mm floating coat of neat cement bor cement and marble dust in ratio of 5:1 as specifiedover and excluding base concrete and removing any overlapping mortar at the joints of the panels if any giving them a uniform finish, including supply of all materisls labour, T&P etc. required for proper completion of work
40	25mm thick Kota Stone slab flooring over 20mm (average) thick base laid over and jointed with grey cement slurry mix pigment to match the shade of slab including rubbingwith polishing complete
41	SANITARY FIXTURES & ACCESSORIES : IProviding and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required Orissa Pattern W.C. pan of size580x 440mwith integral type foot rests flush pipe and over flow arrangement.
42	Providing & fixing white vitreous china wash basin with C.I. brackets painted white, 15mm C.P. brass pillar taps, C.P. brass chain with rubber plug, 32mmC.P. brass waste of standard pattern including cutting & making good the walls wherever required.a)Flat back wash Basin size 550x400 mm with single 15mm C.P. brass pillar tap.
43	Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete,including painting of fittings and brackets, cutting and making good the wall wherever required : Size 450x300x150 mm
44	Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. Semi rigid pipe a) 32mm dia
45	b) 40mm dia
46	Providing & fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick asbestos cement sheet ground fixed to wooden cleats with C.P. brass screws and washers.
47	Providing & fixing PTMT towl rail complete with brackets fixed to wooden cleats with cp brass screws with concealed fitting arrangement of approved quality and colour. 600 mm. long towl rail length of 645 mm. width 78 mm. and effective height of 88 mm, weighing not less than 190 gms.
48	Providing and fixing PTMT Liquid soap container 109 mm wide ,125 mm high and 112 mm distance from wall of standerd shape with bracket of the same material with snap fittings of approved quality and colour weighing not less than 105 gms
49	SOIL WASTE & VENT PIPES AND FITTINGS - IIProviding & fixing soil, waste and vent pipes. a) 100mm dia centrifugally cast iron S & S pipe.
50	b)75mm dia centrifugally cast iron S & S pipe.
51	Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of diameters. a) 100mm
52	b) 75mm
53	Providing & fixing cast iron trap of self cleansing design with or without ventarm complete, including cost of cutting & making good the walls & floors. a) 100mm inlet & 75mm outlet.
54	Providing & fixingcast iron coller. a) 100mm dia.
55	b)75mm dia.
56	Providing and fixing plaincast iron S & S sanitary bend. a) 100mm
57	b) 75mm
58	Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. a) 100mm
59	b) 75mm
60	Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion . (i) Single socketed pipes. a) 110mm diameter
61	Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over PVC sheet 1m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement,punning,rounding the edges and making and finishing the outlet complete. a) 110mm
62	Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. a) 110mm
63	WATER SUPPLY PIPES AND FITTINGS - IIIProviding & fixing G.I. pipes complete with G.I. fittings & clamps including cutting & making good the walls etc. (internal work) Exposed on wall a) 25mm dia nominal bore (medium duty)
64	Concealed pipe including painting with anticorrosive bitumatic paint, cutting chases and making good the wall. a) 15mm dia nominal bore
65	b) 20mm dia nominal bore
66	Painting G.I. pipes and fittings with two coats of anti corrosive bitumastic paint of approved quality. a) 15mm dia nominal bore.
67	b) 20mm dia nominal bore.
68	c) 25mm dia nominal bore.
69	Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions. a) 15mm nominal bore
70	Providing & fixing CP brass bib cock of approved quality conforming to IS 8931 a) 15mm nominal bore
71	Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.a) 15mm nominal bore
72	Providing and fixing gun metal gate valve with wheel of approved quality. a) 25mm dia nominal bore
73	Providing and fixing brass stop cock of approved quality.a) 20 mm nominal bore
74	Providing and placing on terrace (at all floor levels) polyethylene water storage tank of approved brand and manufacture 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. a) Circular Tank
75	SCHEDULE OF QUANTITIES FOR INTERNAL SEWERAGE SYSTEM - IVExcavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m.including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. a) Pipes 80mm to 300mm diameter.
76	Providing, laying and joining glazed stone ware pipes grade \"A\"with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete.a) 100mm diameter
77	b) 150mm diameter
78	Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design.a) 100mm diameterS.W. Pipe
79	b) 150mm diameterS.W. Pipe
80	Providing and fixing square mouth S.W. Gully trap grade \"A\" complete with C.I. grating brick masonry chamber with F.P.S. bricks of class designation 75 and water tight C.I. cover with frame of 300 x 300mm.size (inside) the weight of cover to be not less than 4.50 Kg and frame to be not less than 2.70 Kg as per standard design.a) 150 x 100 mm. size P type
81	Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design a) Inside size 90x80 cm & 45 cm deep including C.I. cover with frame (light duty) total wt. of cover & frame to be not less than 38 Kg (wt. of cover 23 Kg & wt. of frame 15 Kg.
82	b) Extra for depth of man hole size 90x80 cm
83	Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement:3 coarse sand :6graded stone aggregate 20 mm nominal size) as per standard design With 20x20 mm square bar
84	SEPTIC TANK WITH SOAK PITExcavation in foundation in ordinary soil (loam clay or sand)includingfilling lift upto 1.5m (5 feets) & lead upto 30m (100 feets) & including filling ,watering & ramming of excavated earth in to the trenches or into the space b/w the building & the site offoundation trenches or into the plinth & removal & disposalof surplus earth as directed by the E/I uptp a distance of30M(100 fts.) from the foundation trenches In all kind of soil upto 1.5m depth
85	In all kind of soil upto 1.5m to 3.0m. depth
86	Providing and layingin cement concrete 1:4:8 (1 cement :4Coarse sand sand :8graded stone aggregate 40 mm nominal size) including supply of all materials & labours & T& P etc. required for proper completion of the work & curing complete, also including cost ofform-work,in foundation and floors.
87	First Class brick work (M-150) in1:4cement and coarsesandof1.5 Fine modulus mortarin Foundation including necessary cutting and mouldingofbrickworkas requiredandalsoincludinghoney combed brick work.Thickness of wall not to be less than 1.5 brick thick Add for extra labour to above items
88	R.c.c. workwith cement approved coarse sandand2cm. (3/4\") guageapproved stoneballastin the proportion 1:1.5:3 (M-20) in slabsexcludingsupply of reinforcement and its fixing and binding the same with 24 B WG bindingwireand including necessary centeringand shuttering etc.and also including supply of all materials,labour andtools and plants etc, required forproper completion of the works. strength of the concrete shall not beless than M-20(1:1.5:3)
89	Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work(whennot includedin anover all rates )wroughttorequired shape as necessary including bending for proper completion of thework andincluding supply of steel itswastage bendhooks andauthorisedover lappingshallbe measured upto floor two level. TMT Fe 500
90	15mm cement plaster on rough side of mix 1:6 (1 cement : 6course sand)
91	Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars.
92	Providing and fixing C.I. tee at the inlet and outlet of septic tank.
93	Providing & fixing 75mm dia vent pipes.
94	Providing & fixing of 75mm dia cast iron terminal guard.
95	Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. M.D. -10- Circular shape 500mm internal diameter
96	L.D. -2.5- Circular shape 450mm internal diameter
97	Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design. With F.P.S. bricks
98	Constructing masonry Chamber 30x30x50 cm, inside with 150 class designation brick work in cement mortar 1:4 (1 cement :4 coarse sand ) for stop cock, withC.I. surface box 100x100x75mm(inside) with hinged cover fixed in cement concrete slab1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : With F.P.S. bricks
99	ELECTRICAL WORKSWiring point for light with 1.5 sq.mm FRLSH PVC insulated multistrandsingle core Copper Conductor cable in PVC conduit pipe partly concealedin wall&partlylaidin slab along with the reinforcement before concreting,complete with 1.5 sq.mm. FRLSH PVC insulated multistrand copper conductor cable earth continuity wire, piano type switches & ceiling rose / angle / batten holder on 3 mm thick phenolic paminated backelite sheet etc complete in all respects as directed, including matching color wash.
100	Wiring point for fan /fresh air fan (light duty exhaust fan) with 1.5 sq.mm FRLSH PVC insulated multistrandsingle core Copper Conductor cable in PVC conduit pipe partly concealedin wall&partlylaidin slab along with the reinforcement before concreting,complete with 1.5 sq.mm. FRLSH PVC insulated multistrand copper conductor cable as earthwire drawn inside the conduit continuity wire, piano type switch & ceiling rose on 3 mm thick phenolic paminated backelite sheet etc complete in all respects as directed, including matching color wash.
101	Wiring point for plug with 1.5 sq.mm FRLSH PVC insulated multistrandsingle core Copper Conductor cable in PVC conduit pipe partly concealedin wall&partlylaidin slab along with the reinforcement before concreting,complete with 1.5 sq.mm. FRLSH PVC insulated multistrand copper conductor cable as earthwire drawn inside the conduit continuity wire and piano type switches & socket etc., complete in all respects as directed, including matching color wash.
102	Supply & wiring of submains with two number4 sq.mm FRLSH PVC insulated 1100 V grade single core multistrand copper conductor cable in 20mm dia heavy duty (2mm thick)PVC conduit with 1 Number 2.5 sq.mm. FRLSH PVC insulated 1100 V grade multistrand copper conductor cable as earth continuity wire drawn inside the conduitcomplete in all respect.
103	Supply & fixing of single wall bracketon matching M.D.F.E.G.boardbase etc. complete in all required.
104	Supply and Fixing of water tight oblong 10 Watt LED bulkhead luminaire with driver set confirming to IP65 as above protection. complete in all respect.
105	Supply and Fixing of LED Tube Light with batten suitable for up to 1X22 watt LED tube light fitting complete including tube on surface complete in all respect. CAT-AAA
106	Supply and burying of 600mm x 600 mmx6mm G.I. plate, vertically for earthing with its top atleast 3 mts. below ground level complete with 20mm G.I.pipe and funnel for watering and two earthing leads of No.8to10SWG G.I.wire in 15mm diaG.I. pipe upto switch board (from apron to switch board the cost of G.I. pipe and G.I. wire will be extra) 30cm. square C.I. frame with hinged cover, masonary housing, alternate layers/of charcoal/ coke and salt at least 150mm thick alround etc. complete in all respects.
107	Supplying & Laying of 25mmx3mm G.I. Strip for earthing purpose as required complete in all respects.
108	Supply & fixing of two number 8 SWG G.I. wire for earthing purpose as required complete in all respects.
109	Supply and fixing of 6 Amp to 32 Amp MCB(10KA)C Curve5 - 32 amps.Cat. A
110	Supply and fixing of 6Amp to 32 Amp DP MCB(10KA)C Curve 32 Amp. DP MCB(10KA) C Curve-Cat. A
111	Construction of recess distribution board of all sizes including cutting of brick work providing lintel of suitable size & thickness plastering etc. with supply of all materials, labours, T & P etc. required for proper completion of work. 480x480x200 mm. size
112	Supply and fixing of factory fabricated M.S. box in existing sunk with Godrej type almirah cover with handle etc. fabricated from 18 SWG M.S. sheet duly painted with red oxide primer followedby two coats of synthetic enamel paint complete with necessary conduit entry and DP/TPN; fixing arrangement and provision for compartment for loose wires, openable housing on the top and hold fast etc. including supply of all material, labour and T & P etc. required for proper completion of the work. 480x480x200 mm. size
113	Supply and fixing of surface/ flush mounting TPN distribution boardwithout MCB complete in all respect, as directed at site by Engineer Incharge. 12 Way SPN Cat. A
114	Supply and fixing Single Pole MCBS Blanking Plate complete in all respects.
115	Supply and fixing of power plug with 15A/250 V flush type switch and 3 Pin 15 A/250V flush type socket in suitable M.S. box of 175mmx100x50mm size Switch bakellite sheet cover 3mm thick fixed with brass machine screws and cup washer.
116	Erection and testing of ceiling fan and regulator for room height upto 3.5mts. including supply of 3mm thick G.I. down rod 19mm dia duly painted, complete in all respects.
117	Supply & fixing hexagonal/Round G.P. Fan box of approved make made up of 1.0 mm thick ISI marked G.P. Sheet spot welded four to Eight holes of 25.4mm for pipe entry of the box. Holes should be semi-shuttered type with 0.5mm G.P. Sheet made upper & lower cover duly screwed fitted with 300mm round zink coated M.S. Bar x 12mm & brand name should be embossed. Fixing with wiring conduit laid in the R.C.C. roof before concreting alongwith supply of all material labour, T & P etc required for proper completion of the work.
118	Supplyfixingofelectronic fan regulator 120-280 V. ISImarked, on the existing switch board including making connetion, required material, labour T/P etc for proper completion of work to the satisfaction of Engineer in charge of work.
119	Erection and testing exhaust fan on the exhisting hole with suitable size of rag bolts nuts and washers etc. complete in all respects.
120	Supply & fixing of 16 gauge M.S.drum duly painted including making hole in the wall for exhaust fan and finishing properlyetc. complete as required.
121	Supply and laying of aluminium conducter, PVC insulated armoured, served, sheeted cable 1000 bolts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and top on surface, thecable run shall be fixed on M.S. clamps etc. of suitable size. 10 sqmm 2 core
122	PART B - NON - SCHEDULED ITEMS (AS PER MARKET RATES )Supply & erection of AC 1200mm Sweep, 230/250 Volts, 50 Hz ceilling fan with standard down rod, blades including connection etc. complete as required-Make: Usha Cat No.SONATA MAX
123	Supply & erection of AC 230/250 Volts, 50 Hz exhaust fans including providing nuts, bolts, mounting frame and other accessories including connections etc. complete as required-Make: USHA Cat No. TURBO JET DLX 300mm sweep.
124	VETENARY HOSPITAL BUILDINGExcavation in foundation in ordinary soil (loam clay or sand)includingfilling lift upto 1.5m (5 feets) & lead upto 30m (100 feets) & including filling ,watering & ramming of excavated earth in to the trenches or into the space b/w the building & the site offoundation trenches or into the plinth & removal & disposalof surplus earth as directed by the E/I uptp a distance of30M(100 fts.) from the foundation trenches
125	Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8km from the site of work and including watering ,dressing etc rate to include cost of all materials, labour T&Petc. Required for proper completion of work
126	Providing and layingin cement concrete 1:4:8 (1 cement :4 Coarse sand sand :8 graded bricks aggregate 40 mm nominal size) including supply of all materials & labours & T& P etc. required for proper completion of the work & curing complete, also including cost ofform-work,in foundation and floors.
127	Makingdrain along apron of size (150x150) withbase concrete & 1:4 (1 cement:4 Coarse sand) brick work and 25mm CC flooring as well as 12mm plaster as per direction of E/I
128	Providing andinjectingchemical emulsion for preconstructional antitermite treatment andcreatinga chemical barrier underand alroundthe column pits wall trenches basement excavation top surface if plinth filling junctionofwall and floor, alongthe the external perimeter ofbinding expansionjoints, surrounding ofpipes andconduits etc, complete (plinth area of the building at groundflooronly shall be measured as per I.S.6313(PartII 1981)Alderine emulsifiable concentrate or anyotherapproved materialsuch as Heptrachlor or chordancewill be used Therateofapplicationofchemical emulsion shallbe asfollows : (1)Treatment for masonary & foundation 5 liters per/100 sqm.(2) Back fill inimmediate contact with foundation 7.5 liters/100sqm (3) Treatment of topsurfaceof plinth filling 5 liters/100 sqm (4)Treatmentjunction of wallandthe floor 7.5 liters /100 sqm (5)Treatmentofsoilalong external perimeter of building 7.5liters/100sqm. (6) Treatment of soil under apronalong external perimter 5 liters/100 sqm.
129	R.c.c. workwith cement approved coarse sandand2cm. (3/4\") guageapproved stoneballastin the proportion 1:1.5:3(M-20) in lintal of doors & windows excluding supply of reinforcement and itsbinding the same with 24 B WG GIbindingwireand including necessary centeringand shuttering etc.and also including supply of all materials,labour andtools and plants etc, required forproper completion of the works. Binding wire cost being included in the item (M-20)
130	R.c.c. workwith cement approved coarse sandand2cm. (3/4\") guageapproved stoneballastin the proportion 1:1.5:3(M-20) in slab excluding supply of reinforcement and itsbinding the same with 24 B WG GIbindingwireand including necessary centeringand shuttering etc.and also including supply of all materials,labour andtools and plants etc, required forproper completion of the works. Binding wire cost being included in the item (M-20)
131	First Class brick(M-150) work in1:6cement and coarsesandof1.50 FM modulus mortar infoundation and plinth including supply ofall materials, labourand tools and plants etc.requiredforpropercompletion of the work.
132	First Class brick work (M-150) in1:6cement and coarsesandof1.5 Fine modulus mortarin super-structure including necessary cutting and mouldingofbrickworkas requiredandalsoincludinghoney combed brick work.Thickness of wall not to be less than 1.5 brick thick Add for extra labour to above items
133	(M-150) Same as in item no.11 but in1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below
134	Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b)Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5coarse sand) admixed with water proofing compound conformingto IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.After two days of proper curing applying a second coat of cementslurry using 2.75 kg/ sqm of cement admixed with water proofingcompound conforming to IS : 2645 and approved by Engineerin-charge.Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 m square 3 mm deep .The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-ChargeWith average thickness of 120 mm and minimum thickness at khurra as 65 mm.
135	Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work(whennot includedin anover all rates )wroughttorequired shape as necessary including bending for proper completion of thework andincluding supply of steel itswastage and over lapping and hookes. TMT Fe 500
136	12mm thick plaster with cement mortar in proportion of 1:6 consisting of one part cement & six parts of approved coarse sand.
137	15 mm cement plaster on rough side of single or half brick wallof mix:(1)1 cement:6 coarse sand
138	2.5cm thick 1:2:4 cement concrete floor with cement approved coarse sand & 2cm graded dala stone grit laid in planels finished with 3mm floating coat of neat cement bor cement and marble dust in ratio of 5:1 as specificover and excluding base concrete and removing any overlapping mortar at the joints of the panels if any giving them a uniform finish, including supply of all materisls labour, T&P etc. required for proper completion of work
139	2cm thickcementplasterindado/ skirting in 1:2 consistingof onepartof cement and 2 partsof aprovedcoarsesand laid inpanels,finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 5:1 including supply of all materials labour T & P etc. required forpropercompletionofthe work.
140	Finishing walls with water proofing cement paint of approved make & quality on new work with two coats to give an even shade including supply of all materials labour & T & P etc required for proper completion of the work
141	One priming coat & one coat oil distemper on new work including supply of all materials labour and T & P etc. required for proper completion of the work.
142	Indoor WardExcavation in foundation in ordinary soil (loam clay or sand)includingfilling lift upto 1.5m (5 feets) & lead upto 30m (100 feets) & including filling ,watering & ramming of excavated earth in to the trenches or into the space b/w the building & the site offoundation trenches or into the plinth & removal & disposalof surplus earth as directed by the E/I uptp a distance of30M(100 fts.) from the foundation trenches
143	Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8km from the site of work and including watering ,dressing etc rate to include cost of all materials, labour T&Petc. Required for proper completion of work
144	Providing and layingin cement concrete 1:4:8 (1 cement :4 Coarse sand sand :8 graded bricks aggregate 40 mm nominal size) including supply of all materials & labours & T& P etc. required for proper completion of the work & curing complete, also including cost ofform-work,in foundation and floors.
145	Makingdrain along apron of size (150x150) withbase concrete & 1:4 (1 cement:4 Coarse sand) brick work and 25mm CC flooring as well as 12mm plaster as per direction of E/I
146	Providing andinjectingchemical emulsion for preconstructional antitermite treatment andcreatinga chemical barrier underand alroundthe column pits wall trenches basement excavation top surface if plinth filling junctionofwall and floor, alongthe the external perimeter ofbinding expansionjoints, surrounding ofpipes andconduits etc, complete (plinth area of the building at groundflooronly shall be measured as per I.S.6313(PartII 1981)Alderine emulsifiable concentrate or anyotherapproved materialsuch as Heptrachlor or chordancewill be used Therateofapplicationofchemical emulsion shallbe asfollows : (1)Treatment for masonary & foundation 5 liters per/100 sqm.(2) Back fill inimmediate contact with foundation 7.5 liters/100sqm (3) Treatment of topsurfaceof plinth filling 5 liters/100 sqm (4)Treatmentjunction of wallandthe floor 7.5 liters /100 sqm (5)Treatmentofsoilalong external perimeter of building 7.5liters/100sqm. (6) Treatment of soil under apronalong external perimter 5 liters/100 sqm.
147	R.c.c. workwith cement approved coarse sandand2cm. (3/4\") guageapproved stoneballastin the proportion 1:1.5:3(M-20) in lintal of doors & windows excluding supply of reinforcement and itsbinding the same with 24 B WG GIbindingwireand including necessary centeringand shuttering etc.and also including supply of all materials,labour andtools and plants etc, required forproper completion of the works. Binding wire cost being included in the item (M-20)
148	R.c.c. workwith cement approved coarse sandand2cm. (3/4\") guageapproved stoneballastin the proportion 1:1.5:3(M-20) in slab excluding supply of reinforcement and itsbinding the same with 24 B WG GIbindingwireand including necessary centeringand shuttering etc.and also including supply of all materials,labour andtools and plants etc, required forproper completion of the works. Binding wire cost being included in the item (M-20)
149	First Class brick(M-150) work in1:6cement and coarsesandof1.50 FM modulus mortar infoundation and plinth including supply ofall materials, labourand tools and plants etc.requiredforpropercompletion of the work.
150	First Class brick work (M-150) in1:6cement and coarsesandof1.5 Fine modulus mortarin super-structure including necessary cutting and mouldingofbrickworkas requiredandalsoincludinghoney combed brick work.Thickness of wall not to be less than 1.5 brick thick Add for extra labour to above items
151	(M-150) Same as in item no.11 but in1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below
152	Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b)Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5coarse sand) admixed with water proofing compound conformingto IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.After two days of proper curing applying a second coat of cementslurry using 2.75 kg/ sqm of cement admixed with water proofingcompound conforming to IS : 2645 and approved by Engineerin-charge.Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 m square 3 mm deep .The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-ChargeWith average thickness of 120 mm and minimum thickness at khurra as 65 mm.
153	Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work(whennot includedin anover all rates )wroughttorequired shape as necessary including bending for proper completion of thework andincluding supply of steel itswastage and over lapping and hookes. TMT Fe 500
154	12mm thick plaster with cement mortar in proportion of 1:6 consisting of one part cement & six parts of approved coarse sand.
155	15 mm cement plaster on rough side of single or half brick wall of mix:(1)1 cement:6 coarse sand
156	2.5cm thick 1:2:4 cement concrete floor with cement approved coarse sand & 2cm graded dala stone grit laid in planels finished with 3mm floating coat of neat cement bor cement and marble dust in ratio of 5:1 as specificover and excluding base concrete and removing any overlapping mortar at the joints of the panels if any giving them a uniform finish, including supply of all materisls labour, T&P etc. required for proper completion of work
157	2cm thickcementplasterindado/ skirting in 1:2 consistingof onepartof cement and 2 partsof aprovedcoarsesand laid inpanels,finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 5:1 including supply of all materials labour T & P etc. required forpropercompletionofthe work.
158	Finishing walls with water proofing cement paint of approved make & quality on new work with two coats to give an even shade including supply of all materials labour & T & P etc required for proper completion of the work
159	One priming coat & one coat oil distemper on new work including supply of all materials labour and T & P etc. required for proper completion of the work.
160	Excavation in foundation in ordinary soil (loam clay or sand)includingfilling lift upto 1.5m (5 feets) & lead upto 30m (100 feets) & including filling ,watering & ramming of excavated earth in to the trenches or into the space b/w the building & the site offoundation trenches or into the plinth & removal & disposalof surplus earth as directed by the E/I uptp a distance of30M(100 fts.) from the foundation trenches
161	Fillingof carted earth.
162	Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8km from the site of work and including watering ,dressing etc rate to include cost of all materials, labour T&Petc. Required for proper completion of work
163	Providing and layingin cement concrete 1:4:8 (1 cement :4 Coarse sand sand :8 graded bricks aggregate 40 mm nominal size) including supply of all materials & labours & T& P etc. required for proper completion of the work & curing complete, also including cost ofform-work,in foundation and floors.
164	Makingdrain along apron of size (150x150) withbase concrete & 1:4 (1 cement:4 Coarse sand) brick work and 25mm CC flooring as well as 12mm plaster as per direction of E/I
165	Providing andinjectingchemical emulsion for preconstructional antitermite treatment andcreatinga chemical barrier underand alroundthe column pits wall trenches basement excavation top surface if plinth filling junctionofwall and floor, alongthe the external perimeter ofbinding expansionjoints, surrounding ofpipes andconduits etc, complete (plinth area of the building at groundflooronly shall be measured as per I.S.6313(PartII 1981)Alderine emulsifiable concentrate or anyotherapproved materialsuch as Heptrachlor or chordancewill be used Therateofapplicationofchemical emulsion shallbe asfollows : (1)Treatment for masonary & foundation 5 liters per/100 sqm.(2) Back fill inimmediate contact with foundation 7.5 liters/100sqm (3) Treatment of topsurfaceof plinth filling 5 liters/100 sqm (4)Treatmentjunction of wallandthe floor 7.5 liters /100 sqm (5)Treatmentofsoilalong external perimeter of building 7.5liters/100sqm. (6) Treatment of soil under apronalong external perimter 5 liters/100 sqm.
166	R.c.c. workwith cement approved coarse sandand2cm. (3/4\") guageapproved stoneballastin the proportion 1:1.5:3 (M-20)in slab excluding supply of reinforcement and itsbinding the same with 24 B WG GIbindingwireand including necessary centeringand shuttering etc.and also including supply of all materials,labour andtools and plants etc, required forproper completion of the works. Binding wire cost being included in the item (M-20)
167	R.c.c. workwith cement approved coarse sandand2cm. (3/4\") guageapproved stoneballastin the proportion 1:1.5:3 (M-20)in lighter beam excluding supply of reinforcement and itsbinding the same with 24 B WG GIbindingwireand including necessary centeringand shuttering etc.and also including supply of all materials,labour andtools and plants etc, required forproper completion of the works. Binding wire cost being included in the item (M-20)
168	R.c.c. workwith cement approved coarse sandand2cm. (3/4\") guageapproved stoneballastin the proportion 1:1.5:3 (M-20)in foundation excluding supply of reinforcement and itsbinding the same with 24 B WG GIbindingwireand including necessary centeringand shuttering etc.and also including supply of all materials,labour andtools and plants etc, required forproper completion of the works. Binding wire cost being included in the item (M-20)
169	R.c.c. workwith cement approved coarse sandand2cm. (3/4\") guageapproved stoneballastin the proportion 1:1.5:3 (M-20)in Column excluding supply of reinforcement and itsbinding the same with 24 B WG GIbindingwireand including necessary centeringand shuttering etc.and also including supply of all materials,labour andtools and plants etc, required forproper completion of the works. Binding wire cost being included in the item (M-20)
170	Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b)Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5coarse sand) admixed with water proofing compound conformingto IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.After two days of proper curing applying a second coat of cementslurry using 2.75 kg/ sqm of cement admixed with water proofingcompound conforming to IS : 2645 and approved by Engineerin-charge.Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 m square 3 mm deep .The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-ChargeWith average thickness of 120 mm and minimum thickness at khurra as 65 mm.
171	Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work(whennot includedin anover all rates )wroughttorequired shape as necessary including bending for proper completion of thework andincluding supply of steel itswastage and over lapping and hookes. TMT Fe 500
172	12mm thick plaster with cement mortar in proportion of 1:6 consisting of one part cement & six parts of approved coarse sand.
173	2.5cm thick 1:2:4 cement concrete floor with cement approved coarse sand & 2cm graded dala stone grit laid in planels finished with 3mm floating coat of neat cement bor cement and marble dust in ratio of 5:1 as specificover and excluding base concrete and removing any overlapping mortar at the joints of the panels if any giving them a uniform finish, including supply of all materisls labour, T&P etc. required for proper completion of work
174	Finishing walls with water proofing cement paint of approved make & quality on new work with two coats to give an even shade including supply of all materials labour & T & P etc required for proper completion of the work
175	One priming coat & one coat oil distemper on new work including supply of all materials labour and T & P etc. required for proper completion of the work. Butfor every coat after the first coat
176	CATTLE TROUGHWiring point for light with 1.5 sq.mm FRLSH PVC insulated multistrandsingle core Copper Conductor cable in PVC conduit pipe partly concealedin wall&partlylaidin slab along with the reinforcement before concreting,complete with 1.5 sq.mm. FRLSH PVC insulated multistrand copper conductor cable earth continuity wire, piano type switches & ceiling rose / angle / batten holder on 3 mm thick phenolic paminated backelite sheet etc complete in all respects as directed, including matching color wash.
177	Supply and Fixing of water tight oblong 10 Watt LED bulkhead luminaire with driver set confirming to IP65 as above protection. complete in all respect.
178	Supply and fixing of 6 Amp to 32 Amp MCB(10KA)C Curve5 - 32 amps.Cat. A
179	Supply & wiring of submains with 2 nos. 2.5 sq.mm & with 1 no. earth wire of 1.5 sq.mm FR PVC insulated 1100 V grade single core multistrand copper conductor cable in20mm dia heavy guage rigid steel conduitpipe partly concealed in wall , with one no.14 SWG copper earth contunity wire etc. complete in all respects.as directed including matching colour wash.
180	ELECTRICAL WORKS INDOOR WARDWiring point for light with 1.5 sq.mm FRLSH PVC insulated multistrandsingle core Copper Conductor cable in PVC conduit pipe partly concealedin wall&partlylaidin slab along with the reinforcement before concreting,complete with 1.5 sq.mm. FRLSH PVC insulated multistrand copper conductor cable earth continuity wire, piano type switches & ceiling rose / angle / batten holder on 3 mm thick phenolic paminated backelite sheet etc complete in all respects as directed, including matching color wash.
181	Supply and Fixing of water tight oblong 10 Watt LED bulkhead luminaire with driver set confirming to IP65 as above protection. complete in all respect.
182	Supply and fixing of 6 Amp to 32 Amp MCB(10KA)C Curve5 - 32 amps.Cat. A
183	Supply & wiring of submains with 2 nos. 2.5 sq.mm & with 1 no. earth wire of 1.5 sq.mm FR PVC insulated 1100 V grade single core multistrand copper conductor cable in20mm dia heavy guage rigid steel conduitpipe partly concealed in wall , with one no.14 SWG copper earth contunity wire etc. complete in all respects.as directed including matching colour wash.
184	TOILET BLOCKBUILDING Excavation in foundation in ordinary soil (loam clay or sand)includingfilling lift upto 1.5m (5 feets) & lead upto 30m (100 feets) & including filling ,watering & ramming of excavated earth in to the trenches or into the space b/w the building & the site offoundation trenches or into the plinth & removal & disposalof surplus earth as directed by the E/I uptp a distance of30M(100 fts.) from the foundation trenches
185	Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8km from the site of work and including watering ,dressing etc rate to include cost of all materials, labour T&Petc. Required for proper completion of work (lead upto 30m & lift 1.5m)
186	Providing and layingin cement concrete 1:4:8 (1 cement :4 Coarse sand sand :8 graded bricks aggregate 40 mm nominal size) including supply of all materials & labours & T& P etc. required for proper completion of the work & curing complete, also including cost ofform-work,in foundation and floors.
187	Providing andinjectingchemical emulsion for preconstructional antitermite treatment andcreatinga chemical barrier underand alroundthe column pits wall trenches basement excavation top surface if plinth filling junctionofwall and floor, alongthe the external perimeter ofbinding expansionjoints, surrounding ofpipes andconduits etc, complete (plinth area of the building at groundflooronly shall be measured as per I.S.6313(PartII 1981)Alderine emulsifiable concentrate or anyotherapproved materialsuch as Heptrachlor or chordancewill be used Therateofapplicationofchemical emulsion shallbe asfollows : (1)Treatment for masonary & foundation 5 liters per/100 sqm.(2) Back fill inimmediate contact with foundation 7.5 liters/100sqm (3) Treatment of topsurfaceof plinth filling 5 liters/100 sqm (4)Treatmentjunction of wallandthe floor 7.5 liters /100 sqm (5)Treatmentofsoilalong external perimeter of building 7.5liters/100sqm. (6) Treatment of soil under apronalong external perimter 5 liters/100 sqm.
188	R.c.c. workwith cement approved coarse sandand2cm. (3/4\") guageapproved stoneballastin the proportion 1:1.5:3(M-20)in lintal of door & windows excluding supply of reinforcement and itsbending but including its fixing & bending the same with24 B WG GIbindingwireand including necessary centeringand shuttering etc.and also including supply of all materials,labour andtools and plants etc, required forproper completion of the works. Binding wire cost being included in the item
189	First Class brick(M-150) work in1:6cement and coarsesandof1.50 FM modulus mortar infoundation and plinth including supply ofall materials, labourand tools and plants etc.requiredforpropercompletion of the work.
190	Makingdrain along apron of size (150x150) withbase concrete & 1:4 (1 cement:4 Coarse sand) brick work and 25mm CC flooring as well as 12mm plaster as per direction of E/I
191	R.c.c. workwith cement approved coarse sandand2cm. (3/4\") guageapproved stoneballastin the proportion 1:1.5:3 (M-20) in slab excluding supply of reinforcement and itsbending but including its fixing & bending the same with24 B WG GIbindingwireand including necessary centeringand shuttering etc.and also including supply of all materials,labour andtools and plants etc, required forproper completion of the works. Binding wire cost being included in the item
192	First Class brick work (M-150) in1:6cement and coarsesandof1.5 Fine modulus mortarin super-structure including necessary cutting and mouldingofbrickworkas requiredandalsoincludinghoney combed brick work.Thickness of wall not to be less than 1.5 brick thick Add for extra labour to above items
193	Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b)Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5coarse sand) admixed with water proofing compound conformingto IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.After two days of proper curing applying a second coat of cementslurry using 2.75 kg/ sqm of cement admixed with water proofingcompound conforming to IS : 2645 and approved by Engineerin-charge.Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 m square 3 mm deep .The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-ChargeWith average thickness of 120 mm and minimum thickness at khurra as 65 mm.
194	Supply & fixing of flush door commercial quality conforming to IS 2202 part 1(1983) including fixing of wooden cleats & stoppers & including fixing & adjustment of hinges.Bolts locks,handles springs fitting with ecessary screws to be supplieddepartmently. 32mm thick
195	Mild steel or iron workofsmall sizes and sections suchas holding down bolts,holdfasttierods,gratings etc. ( when notincludedinan overall rates) wroughttorequiredfromincludingsupply ofsteel anditswastage includingcostof bolts, nuts if required forandwelding, grinding and making holes as required completion of workfabricationofholesdoors, chaukhats nosing.Fabrication of holdfastfordoor chaukhats and windows.
196	Angle iron chaukhats 40X40X5
197	Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work(whennot includedin anover all rates )wroughttorequired shape as necessary including bending for proper completion of thework andincluding supply of steel itswastage bendhooks andauthorisedover lappingshallbe measured upto floor two level. TMT Fe 500
198	Fixingofsteelorwoodenchaukhats in position. (a) Door chaukhats
199	12mm thick plaster with cement mortar in proportion of 1:6 consisting of one part cement & six parts of approved coarse sand.
200	15 mm cement plaster on rough side of single or half brick wall of mix:(1)1 cement:6 coarse sand
201	Supply & Fixing 6mm China White glazed tiles in flooring or in skirting or dado laid with 1:3 cement & approved coarse sand mortar finished with white cement slurry ,jointing and polishing complete including supply of all materials labour and T & P etc required of proper completion of the work.(Floor)
202	Supply & Fixing 6mm China White glazed tiles in flooring or in skirting or dado laid with 1:3 cement & approved coarse sand mortar finished with white cement slurry ,jointing and polishing complete including supply of all materials labour and T & P etc required of proper completion of the work.(Wall)
203	Painting or vanishing on iron work in small areas or new wood work with one cost of ready mixed priming paint & one coat of approved superior quality ready mixed paint of clear synthetic varnish including supply of all materials labour & T & P etc required for proper comp[letion of work paint to be used should confirm to the ISi No. 1031950
204	Same as item 28 abovebutonnew wood surface.
205	Finishing walls with water proofing cement paint of approved make & quality on new work with two coats to give an even shade including supply of all materials labour & T & P etc required for proper completion of the work with birla white putty
206	One priming coat & one coat oil distemper on new work including supply of all materials labour and T & P etc. required for proper completion of the workButfor every coat after the first coat with birla white putty
207	Providing & Fixing oxidised sliding bolts16 mm dia with nuts and 300 mm long.ISI mark
208	Providing & Fixing oxidisedtowerbolt with 9 mm dia 250mm long and screw.ISI mark
209	Providing & Fixing oxidised doorhandleswith screws 100 mm long. ISI mark
210	2.5cm thick 1:2:4 cement concrete floor with cement approved coarse sand & 2cm graded dala stone grit laid in planels finished with 3mm floating coat of neat cement bor cement and marble dust in ratio of 5:1 as specifiedover and excluding base concrete and removing any overlapping mortar at the joints of the panels if any giving them a uniform finish, including supply of all materisls labour, T&P etc. required for proper completion of work
211	SANITARY FIXTURES & ACCESSORIES : IProviding and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required Orissa Pattern W.C. pan of size580x 440mwith integral type foot rests flush pipe and over flow arrangement.
212	SOIL WASTE & VENT PIPES AND FITTINGS - IIProviding & fixing soil, waste and vent pipes. a) 100mm dia centrifugally cast iron S & S pipe.
213	b)75mm dia centrifugally cast iron S & S pipe.
214	Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of diameters. a) 100mm
215	b) 75mm
216	Providing & fixing cast iron trap of self cleansing design with or without ventarm complete, including cost of cutting & making good the walls & floors. a) 100mm inlet & 75mm outlet.
217	Providing & fixingcast iron coller. a) 100mm dia.
218	b)75mm dia.
219	Providing and fixing plaincast iron S & S sanitary bend. a) 100mm
220	b) 75mm
221	Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. a) 100mm
222	b) 75mm
223	Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion . (i) Single socketed pipes. a) 110mm diameter
224	Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over PVC sheet 1m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement,punning,rounding the edges and making and finishing the outlet complete. a) 110mm
225	Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. a) 110mm
226	WATER SUPPLY PIPES AND FITTINGS - IIIProviding & fixing G.I. pipes complete with G.I. fittings & clamps including cutting & making good the walls etc. (internal work) Exposed on wall a) 25mm dia nominal bore (medium duty)
227	Concealed pipe including painting with anticorrosive bitumatic paint, cutting chases and making good the wall. a) 15mm dia nominal bore
228	b) 20mm dia nominal bore
229	Painting G.I. pipes and fittings with two coats of anti corrosive bitumastic paint of approved quality. a) 15mm dia nominal bore.
230	b) 20mm dia nominal bore.
231	c) 25mm dia nominal bore.
232	Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions. a) 15mm nominal bore
233	Providing & fixing CP brass bib cock of approved quality conforming to IS 8931a) 15mm nominal bore
234	Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.a) 15mm nominal bore
235	Providing and fixing gun metal gate valve with wheel of approved quality. a) 25mm dia nominal bore
236	Providing and fixing brass stop cock of approved quality. 20 mm nominal bore
237	Providing and placing on terrace (at all floor levels) polyethylene water storage tank of approved brand and manufacture 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. a) Circular Tank
238	SCHEDULE OF QUANTITIES FOR INTERNAL SEWERAGE SYSTEM - IVExcavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m.including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. a) Pipes 80mm to 300mm diameter.
239	Providing, laying and joining glazed stone ware pipes grade \"A\"with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. a) 100mm diameter
240	b) 150mm diameter
241	Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. a) 100mm diameterS.W. Pipe
242	b) 150mm diameterS.W. Pipe
243	Providing and fixing square mouth S.W. Gully trap grade \"A\" complete with C.I. grating brick masonry chamber with F.P.S. bricks of class designation 75 and water tight C.I. cover with frame of 300 x 300mm.size (inside) the weight of cover to be not less than 4.50 Kg and frame to be not less than 2.70 Kg as per standard design. a) 150 x 100 mm. size P type
244	Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard designa) Inside size 90x80 cm & 45 cm deep including C.I. cover with frame (light duty) total wt. of cover & frame to be not less than 38 Kg (wt. of cover 23 Kg & wt. of frame 15 Kg.
245	Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement:3 coarse sand :6graded stone aggregate 20 mm nominal size) as per standard design With 20x20 mm square bar
246	SEPTIC TANK WITH SOAK PITExcavation in foundation in ordinary soil (loam clay or sand)includingfilling lift upto 1.5m (5 feets) & lead upto 30m (100 feets) & including filling ,watering & ramming of excavated earth in to the trenches or into the space b/w the building & the site offoundation trenches or into the plinth & removal & disposalof surplus earth as directed by the E/I uptp a distance of30M(100 fts.) from the foundation trenches In all kind of soil upto 1.5m depth
247	In all kind of soil upto 1.5m to 3.0m. depth
248	Providing and layingin cement concrete 1:4:8 (1 cement :4Coarse sand sand :8graded stone aggregate 40 mm nominal size) including supply of all materials & labours & T& P etc. required for proper completion of the work & curing complete, also including cost ofform-work,in foundation and floors.
249	First Class brick work (M-150) in1:4cement and coarsesandof1.5 Fine modulus mortarin Foundation including necessary cutting and mouldingofbrickworkas requiredandalsoincludinghoney combed brick work.Thickness of wall not to be less than 1.5 brick thick Add for extra labour to above items
250	R.c.c. workwith cement approved coarse sandand2cm. (3/4\") guageapproved stoneballastin the proportion 1:1.5:3 (M-20) in slabsexcludingsupply of reinforcement and its fixing and binding the same with 24 B WG bindingwireand including necessary centeringand shuttering etc.and also including supply of all materials,labour andtools and plants etc, required forproper completion of the works. strength of the concrete shall not beless than M-20(1:1.5:3)
251	Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work(whennot includedin anover all rates )wroughttorequired shape as necessary including bending for proper completion of thework andincluding supply of steel itswastage bendhooks andauthorisedover lappingshallbe measured upto floor two level. TMT Fe 500
252	15mm cement plaster on rough side of mix 1:6 (1 cement : 6course sand)
253	Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars.
254	Providing and fixing C.I. tee at the inlet and outlet of septic tank.
255	Providing & fixing 75mm dia vent pipes.
256	Providing & fixing of 75mm dia cast iron terminal guard.
257	Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. M.D. -10- Circular shape 500mm internal diameter
258	L.D. -2.5- Circular shape 450mm internal diameter
259	Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design. With F.P.S. bricks
260	Constructing masonry Chamber 30x30x50 cm, inside with 150 class designation brick work in cement mortar 1:4 (1 cement :4 coarse sand ) for stop cock, withC.I. surface box 100x100x75mm(inside) with hinged cover fixed in cement concrete slab1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : With F.P.S. bricks
261	ELECTRICAL WORKS TOILET BLOCKWiring point for light with 1.5 sq.mm FRLSH PVC insulated multistrandsingle core Copper Conductor cable in PVC conduit pipe partly concealedin wall&partlylaidin slab along with the reinforcement before concreting,complete with 1.5 sq.mm. FRLSH PVC insulated multistrand copper conductor cable earth continuity wire, piano type switches & ceiling rose / angle / batten holder on 3 mm thick phenolic paminated backelite sheet etc complete in all respects as directed, including matching color wash.
262	Wiring point for fan /fresh air fan (light duty exhaust fan) with 1.5 sq.mm FRLSH PVC insulated multistrandsingle core Copper Conductor cable in PVC conduit pipe partly concealedin wall&partlylaidin slab along with the reinforcement before concreting,complete with 1.5 sq.mm. FRLSH PVC insulated multistrand copper conductor cable as earthwire drawn inside the conduit continuity wire, piano type switch & ceiling rose on 3 mm thick phenolic paminated backelite sheet etc complete in all respects as directed, including matching color wash.
263	Wiring point for plug with 1.5 sq.mm FRLSH PVC insulated multistrandsingle core Copper Conductor cable in PVC conduit pipe partly concealedin wall&partlylaidin slab along with the reinforcement before concreting,complete with 1.5 sq.mm. FRLSH PVC insulated multistrand copper conductor cable as earthwire drawn inside the conduit continuity wire and piano type switches & socket etc., complete in all respects as directed, including matching color wash.
264	Supply & wiring of submains with two number4 sq.mm FRLSH PVC insulated 1100 V grade single core multistrand copper conductor cable in 20mm dia heavy duty (2mm thick)PVC conduit with 1 Number 2.5 sq.mm. FRLSH PVC insulated 1100 V grade multistrand copper conductor cable as earth continuity wire drawn inside the conduitcomplete in all respect.
265	Supply & fixing of single wall bracketon matching M.D.F.E.G.boardbase etc. complete in all required.
266	Supply and Fixing of water tight oblong 10 Watt LED bulkhead luminaire with driver set confirming to IP65 as above protection. complete in all respect.
267	Supply and fixing of 6 Amp to 32 Amp MCB(10KA)C Curve5 - 32 amps.Cat. A
268	Supply and fixing of 6Amp to 32 Amp DP MCB(10KA)C Curve 32 Amp. DP MCB(10KA) C Curve-Cat. A
269	Construction of recess distribution board of all sizes including cutting of brick work providing lintel of suitable size & thickness plastering etc. with supply of all materials, labours, T & P etc. required for proper completion of work. 480x480x200 mm. size
270	Supply and fixing of surface/ flush mounting TPN distribution boardwithout MCB complete in all respect, as directed at site by Engineer Incharge. 12 Way SPN Cat. A
271	Supply and fixing Single Pole MCBS Blanking Plate complete in all respects.
272	Supply and fixing of power plug with 15A/250 V flush type switch and 3 Pin 15 A/250V flush type socket in suitable M.S. box of 175mmx100x50mm size Switch bakellite sheet cover 3mm thick fixed with brass machine screws and cup washer.
273	Erection and testing exhaust fan on the exhisting hole with suitable size of rag bolts nuts and washers etc. complete in all respects.
274	Supply & fixing of 16 gauge M.S.drum duly painted including making hole in the wall for exhaust fan and finishing properlyetc. complete as required.
275	Supply and laying of aluminium conducter, PVC insulated armoured, served, sheeted cable 1000 bolts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and top on surface, the cable run shall be fixed on M.S. clamps etc. of suitable size.10 sqmm 2 core
276	Supply & erection of AC 230/250 Volts, 50 Hz exhaust fans including providing nuts, bolts, mounting frame and other accessories including connections etc. complete as required-Make: USHA Cat No. TURBO JET DLX 300mm sweep.
277	Cost of Earth Filling
278	BOUNDARY WALLExcavation in foundation in ordinary soil (loam clay or sand)includingfilling lift upto 1.5m (5 feets) & lead upto 30m (100 feets) & including filling ,watering & ramming of excavated earth in to the trenches or into the space b/w the building & the site offoundation trenches or into the plinth & removal & disposalof surplus earth as directed by the E/I uptp a distance of30M(100 fts.) from the foundation trenches
279	Providing and layingin cement concrete 1:4:8 (1 cement :4 Coarse sand sand :8 graded bricks aggregate 40 mm nominal size) including supply of all materials & labours & T& P etc. required for proper completion of the work & curing complete, also including cost ofform-work,in foundation and floors.
280	Brick(M-150) brick workin1:6cement and coarsesandof modulus mortar infoundation and plinth including supply ofall materials, labourand tools and plants etc.requiredforpropercompletion of the work.
281	Brick(M-150) brick workin1:6cement and coarsesandof modulus mortarin super-structure including necessary cutting and mouldingofbrickworkas requiredandalsoincludinghoney combed brick work.Thickness of wall not to be less than 1.5 brick thick Add for extra labour to above items.
282	Same as in item no.4 but in1:4 (M-150) cement and coarse sand mortar in superstructure for wall thickness 12 cms & below
283	12mm rhick plaster with cement mortar in proportion of 1:6 consisting of one part cement & six parts of approved coarse sand. (1)1 cement:6 coarse san
284	Finishing walls with water proofing cement paint of approved make & quality on new work with two coats to give an even shade including supply of all materials labour & T & P etc required for proper completion of the work
285	R.c.c. workwith cement approved coarse sandand2cm. (3/4\") guageapproved stoneballastin the proportion 1:1.5:3 (M-20) in lintal of door & windows excluding supply of reinforcement and itsbending but including its fixing & bending the same with24 B WG GIbindingwireand including necessary centeringand shuttering etc.and also including supply of all materials,labour andtools and plants etc, required forproper completion of the works. Binding wire cost being included in the item
286	Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work(whennot includedin anover all rates )wroughttorequired shape as necessary including bending for proper completion of thework andincluding supply of steel itswastage and over lapping and hookes. TMT Fe 500
287	M.S. GATE Excavation in foundation in ordinary soil (loam clay or sand)includingfilling lift upto 1.5m (5 feets) & lead upto 30m (100 feets) & including filling ,watering & ramming of excavated earth in to the trenches or into the space b/w the building & the site offoundation trenches or into the plinth & removal & disposalof surplus earth as directed by the E/I uptp a distance of30M(100 fts.) from the foundation trenches
288	Providing and layingin cement concrete 1:4:8 (1 cement :4 Coarse sand sand :8 graded bricks aggregate 40 mm nominal size) and curing complete,including cost ofform-work,in foundation and floors.
289	R.c.c. workwith cement approved coarse sandand2cm. (3/4\") guageapproved stoneballastin the proportion 1:1.5:3 excluding supply of reinforcement and itsbinding the same with 24 B WG GIbindingwireand including necessary centeringand shuttering etc.and also including supply of all materials,labour andtools and plants etc, required forproper completion of the works. Binding wire cost being included in the item (M-20) 1:1.5:3 As above but for foundation( Using 1 : 1.5 : 3 Mix concrete ).
290	As above but for Column( Using 1 : 1.5 : 3 Mix concrete)
291	Mild Steel or iron in plain work such as reinforced brick work( when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorized overlapping shall be measuredTMT Fe500
292	Finishing walls with water proofing cement paint of approved make & quality on new work with two coats to give an even shade including supply of all materials labour & T & P etc required for proper completion of the work
293	Painting or vanishing on iron work in small areas or new wood work with one cost of ready mixed priming paint & one coat of approved superior quality ready mixed paint of clear synthetic varnish including supply of all materials labour & T & etc required for proper comp[letion of work paint to be used should confirm to the ISi No. 1031950
294	Mild Steel or iron work in heavy sizes such as trusses,built up gates,door frames record racks roof work,gates etc. wrought to required form including drilling holes rivetting or welding where necessary and also including supply of steel bolts nuts etc & their required for proper completion of the work
295	Brick on Edge Road Excavation in foundation in ordinary soil (loam clay or sand)includingfilling lift upto 1.5m (5 feets) & lead upto 30m (100 feets) & including filling ,watering & ramming of excavated earth in to the trenches or into the space b/w the building & the site offoundation trenches or into the plinth & removal & disposalof surplus earth as directed by the E/I uptp a distance of30M(100 fts.) from the foundation trenches.(PWD-251)
296	Providing and layingin cement concrete 1:4:8 (1 cement :4 Coarse sand sand :8 graded bricks aggregate 40 mm nominal size) including supply of all materials & labours & T& P etc. required for proper completion of the work & curing complete, also including cost ofform-work,in foundation and floors.(PWD-281)
297	First Class brick(M-150) work in1:4cement and coarsesandof 1.50 FMmodulus mortar infoundation and plinth including supply ofall materials, labourand tools and plants etc.requiredforpropercompletion of the work.Pwd 305b
298	First Class brick (M-150) on edge flooring laid dry joints sand filled including prepartion of base to proper slope and ramming and including supply of all material labour and T & P etc required for proper completion of the work PWD 615
299	India mark-II Hand PumpIndia marks-II hand ISI market with Cylinder & Conection road complete
300	Supply of 110mm dia plain PVC (6 kg/sqcm) Pressure
301	Supply of 63mm dia plain PVC (6 kg/sqcm) Pressure
302	50mm dia PVC strainer 4mt Long ridded with stander trap & Spaciales
303	Supply of PVC Soket 110m dia
304	Nylon mesh narial rope around stariner
305	Supply of medium class GI pipe 32mm B class
306	Providing necessary boaring T&P including making arrangement of water for boaring 200mm dia bore hole by Rig machine in all type of starta complete item 30 metre B.G.L
307	Beyond 30 metre
308	Supply of labour T&P and jointing & lowering of PVC pipe consisting of 110mm & 50 mm dia bore long ribbed PVC Strainer & Cavity complete 30 metre B.G.L
309	Beyond 30 metre
310	Supply of labour T &P and jointing & lowering of PVC pipe consisting of110mm & 50mm dia bore ribbed PVC strainer & cavity complete
311	Development of bore by manual labour till discharge is free from turbity complete item
312	Supply & using of PVC cemnt solvent
313	Supply of all material labour T & P required for proper completion of work to construct cement concrete (1:2:4) platform of 1.50 mt dia for hand pump as per drawing with
314	Supply of steel wire rope
315	Installation of India Marka-II hand pump over the bore hole as per direction of E/I and Installtion
316	GST EXTRA AS PER APPLICABLE

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Tender For Construction Of Veterinary Hospital Building At Rehra Bazar District Balrampur, Gonda-Uttar Pradesh

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