Tender For Construction Of Sports Stadium Satoj, Distt. Sangrur (Punjab), Sangrur-Punjab

TDR : 56069504

Tender Notice
BOQ

13 Days Left

Sangrur , Punjab

Tender Brief : Tender For Construction Of Sports Stadium Satoj, Distt. Sangrur (Punjab)

Document Fees
₹ 50000 /-

EMD
₹ 2347000.0 /-

Tender Value
₹ 11.73 Crore /-

Submission Date
03-07-2026

Competition Type
Indian

Bidding Type
Tender

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1	CIVIL WORKS:-CONSTRUCTION OF BUILDING OF INDOOR SPORT'S HALL:-Earth work in exavation in foundations, trenches, etc. in all kinds of soil where pick jumper work is not involved and not exeeding 2.0 Mtr. depth and subsequent filling around masonary in 15 cm layers with compaction including disposal of all surplus soil as directed within a lead of 30 Mtr. complete in all respect as per specifcation, drawing and to the entire satisfication of Engineer In-Charge.
2	Cement concrete 1:5:10 with 40 mm gauge stone ballast. using concrete mixing volumetric type
3	Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. (10.16)
4	Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
5	First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth. (11.3 i)
6	Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in supersturcture. (10.21)
7	Extra Rate for First Floor
8	Extra Rate for Second Floor
9	Extra for using computerised concrete batch mixing plant including carriage by transit mixer within 3 km lead (note: where concrete mixer is already included in the rate the same shall be deducted )
10	Extra for carriage of RMC/batch mixed concrete with transit mixture beyond 1st km .
11	Extra for pumping charges of Batch Mix Concrete / Ready mix conrete work (RMC)
12	Extra rate for enhancement in pumping power, addition of pipe length, scaffolding for handling the pipe arrangement for pumping of concrete in subsequent storey above the below storey up to height of 4 meters or part there of up to the roof top level of that storey
13	First Floor
14	Second Floor
15	Centring and shuttering for Columns ( Square or Rectangular or plygonal in plain) in superstructure
16	Extra Rate for First Floor
17	Extra Rate for Second Floor
18	Centring and shuttering for sides and soffits of beam, beams launchingsgirders bressumers, lintels
19	Extra Rate for First Floor
20	Extra Rate for Second Floor
21	Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.
22	Extra Rate for First Floor
23	Centring and shuttering for stair cases with sloping with soffits including risers and stringers.
24	Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering including attached pilasters buttresses etc.
25	Extra Rate For First Floor
26	Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete
27	Extra Rate for First Floor
28	Extra Rate for Second Floor
29	Extra rate for using steel from Integrated plant marked as primary Producer steel.
30	First class burnt brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level. (11.6)
31	Extra rate for First Floor
32	Extra rate for Second Floor
33	115 mm thick brick wall with every fourth course reinforced with hoop iron laid in 1:4 cement sand mortar in super structure.
34	Damp proof course 4cm thick of cement concrete 1:2:4 with water proofing compound as per manufactures guidelines. (10.27)
35	12.5 mm thick cement plaster 1:5 (15.10)
36	Extra Rate for First Floor (50% Quantity)
37	Extra Rate for Second Floor (50% Quantity)
38	20mm thick cement plaster 1:5 in two coat work (15.21)
39	Extra Rate for First Floor (50% Quantity)
40	Extra Rate for Second Floor (50% Quantity)
41	Providing and fixing 110 mm dia . U.P.V.C Rain water pipe of 4 kgf./sqm as per IS:4985 including jointing during masonary complete as per specifications and to the entire satisfaction of Engineer-in- charge.
42	Providing and fixing 110 mm dia. U.P.V.C bend for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge. UPVC 110 mm bend
43	Providing and fixing 110 mm dia SWR U.P.V.C Coupling/Sockete for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge.
44	Top khurra 0.6m x 0.6m for rain water pipe in 25mm thick cement concrete 1:2:4 over 50mm thick cement concrete 1:8:16. (13.45)
45	Providing and fixing in position gratings 150mmx150mm for gully trap. PVC grating
46	Bottom Khurra on ground 1.2m. x 0.6m. consisting of brick on-edge laid in cement mortar 1:3 over 75mm cement concrete 1:8:16 including 12.5m.m. thick cement plaster 1:3. (13.51)
47	Terracing consiting of tiles 22.86x11.43x3.83cm laid over 25 mm mud plaster 7.5 cm mud filling on another layer of 25mm mud plaster including two coats of bitumen laid hot at 1.65 Kg. /Sqm top of R.C.C. slab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing (13.13 (i))
48	Cement concrete 1:2:4 gola 10cm x 10cm concave quadrant along junction of roofs with parapet wall finished smooth, where specially specified. (13.55)
49	Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres
50	Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% taking outside the premises in 15 cm layers incluidng ramming, watering and consolidated all lead .
51	Base course of floor consisting of 100mm thick cement concrete 1:8:16 and 100mm sand filling using mechanical mixer for mixing of material (14.3)
52	Screed of 50mm thick cement concrete 1:8:16 with stone aggregate 40mm gauge to be laid below the topping using mechanical mixer for mixing of material (14.11)
53	Extra Rate for First Floor
54	Marble stone flooring with 12-15 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with :Udaipur Green Marble Tiles of thickness 12mm to 15mm Slabs sizes above 0.50 sqm
55	Extra Rate for First Floor
56	Providing and laying vitrified floor tiles in different size in light colour shades made using Full Body Technology (thickness to specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement :4 fine sand ), complete. (Full body vitirified tiles have pigment in entire body/ thickness of which make chips and scratches less noticeable and na ideal choice for high traffic zones) Size 600x600 mm CSR 14.115 a
57	Extra Rate for First Floor
58	Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge. Size 600x600 mm.
59	Kota stone slab 20-25 mm thick flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : (14.84)
60	Extra Rate for First Floor
61	Kotah stone tiles 20mm thick in skirting risers of steps, dado walls and pillars laid in 12.5mm thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with neat cement slurry mixed with pigment to match the shade of stone, including rubbing and polishing (14.86)
62	Providing and fixing Morwad Marble Strip 12mm to 15mm thick and 100 mm wide in kotah stone flooring over 12.50mm thickness base of cement mortar 1:3 jointed with cement slurry including cost of additional mortar equivalent to the kota stone thickness and colouring pigment to match the colour rubbed and polished to granolithic finish complete in all respects. (14.142)
63	Providing and laying Polished Granite stone 18 mm thick flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. (14.89 b)
64	Providing and laying Laminate wooden flooring (Grade AC4 or AC4+ laminates) 6 mm to 12 mm thick, having a good backing layer made up of plastic laminate or melamine, core made up of medium-density fiberboard (MDF),which is less resistant to impact damage and less resistant to being dented by heavy furniture, having a décor layer to give each floor its appearance and consisting of one or more sheets of paper impregnated with melamine resin and top wear layer having clear aluminum oxide finish that protects the decorative layer & imparts the desired level of sheen, from full gloss to low gloss, duly fixed to the base floor using adhesive as approved by the manufacturer.
65	Extra for pre finished nosing to treads of steps of marble stone. ( Full gola, half round gola etc.)
66	Providing and Laying Out Door precast designer chequered tiles of any size & any shape 25mm thickness having top layer of white cement mixed with pigment, laid on 20mm thick bed of ordinary cement mortar 1:3 (1 ordinary cement: 3 fine sand), joints grouted with white cement slurry containing pigment to match the shade complete in all respect as per specifications and to the entire satisfaction of engineer-in-charge. (14.135)
67	Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate z sections and other sections conforming to Is: 733 and IS : 1285 of Jindal, Hindalco, Mahavir or equivalent make approved by Engineer in Charge , fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC Plug/neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitered and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/paneling, C.P.brass/stainless steel screws, all complete as per architectural drawings and the directions of Engineer-In-Charge. (Glazing and paneling to be paid for separately) :
68	Supplying and fixing of Japani sheet frames (Chowkat) consisting of 18 gauge (1.25mm) thick steel sheet of the specified section (standard design latest), including iron lugs (hold fasts) iron hinges conforming to PWD specifications including bolts for fixing steps, lock notch provision for receiving tower bolts and finished, fixed in position including the cost of cement concrete 1:3:6 for filling in the frame and cement concrete 1:2:4 for lugs complete to the satisfaction of Engineer-in-charge. ( 620+20%)
69	Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC Plug/ 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)Float glass panes of 5 mm thickness
70	Providing & Fixing glass panes with nails and putty or wooden strip complete in all respect. Glazing area above 0.09 sqm 5.0mm thick Plate glass (INDIAN)
71	For shutters of doors, windows & ventilators including providing and fixing hinges/pivots and labour for fixing of fittings wherever required including the cost of PVC Plug / neoprene gasket required
72	Providing Polyster Powder coating 50 micron any coloured specrified to aluminium section of various sizes including carrriage of material from marktet to workshop ..
73	Wire gauge fixed in steel windows, of standard rolled steel section with 3mm thick flat iron cover moulding of 12.5 mm width, fixed with machine screws, complete in all respects.(755+20%)
74	Wrought iron & Mild steel ladders, framed grills, gratings etc. with ends of bars riveted or molded forged framed window guards, barred iron doors stair case iron railing etc. including cost of bolts and nuts, screws, welding rod complete fixing in position (18.4)
75	Providing & fixing factory made Solid PVC Chowkhat Door frame of the size 50mm x 47mm with a wall thickness of 5mm made out of extruded 5mm PVC foam sheet, mitre cut at 2 corners & joined with 2Nos of 150mm long brackets of 15 x 15mm M.S square tube. the two vertical doors profiles are to be reinforced with 19 x 19mm M.S square tube of 19 guage, the door framed shall be fixed to the wall using 65/100mm long M.S screws through the frame by using fasteners. a minimum of 4 nos of screws to be provided for each vertical member & minimum 2nos for horizontal member etc. as per manufacturer's specification,conforming to test criteria specified in IS:4020-1998, Drawings and to the entire satisfaction of engineer-in-charge.
76	Providing & fixing 30mm thick Factory Made solid Panel PVC Door shutter (Pannel thickness 5mm) Consisting of frame made out of M.S tubes of 19 guage thickness and size of 19mm x 19mm for styles & 15mm x 15mm for top & bottom rails. M.S frame shall have a coat of steel primers of approved make & manufacture. M.S frame shall be covered with 5mm thick heat moulded PVC 'C' Channel of size 30 x 50mm forming styles, and 5mm thick, 75mm wide PVC sheets for top rail, lock rail & bottom rail on either side, and 10mm (5mm x 2) thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail. Panneling of 5mm thick PVC sheet to be fitted in the M.S Frame welded/Sealed to the styles & Rails with 30mm wide x 5mm thick PVC sheet beading on either side and joined together with solvent cement adhesive.an additional 5mm thick PVC strips of 20mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent cement adhesive etc. complete as per manufacturer's specification, conforming to test criteria specified in IS:4020-1998,Drawings and to the entire satisfaction of engineer-in-charge.
77	Factory manufactured flush door fixed in position iron hinges, etc (excluding the cost of any fittings other than specified above but including labour for fixing the same in position (Code : II Revision IS-2191 Part-I) 1973 Commercial with elm or gurjan facing on both \ Sides with laminated core and lipped edges:- 35mm thick
78	Cost of aluminum fittings complete for doors, windows such as tower bolts, handles,Stoppers and screw etc. for these fittings (Excluding sliding bolt) For shutter area above 0.50 sqm
79	Providing and fixing aluminum sliding door bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete : 300mm x 16mm
80	Providing and fixing hydraulic door closer ISI mark with necessary screw etc. completeISI designation no I (Size of door up to 700mm)
81	Providing & fixing 16 guage stainless steel pipe railing of grade 304 duly fixed on steps with the help of bolts grouted on steps with hand rail and newel post of 50mm dia Stainles steel pipe, Balusters of 40mm dia stainless steel pipe complete in all respects.
82	Preparation of plastered or concrete surface for painting (including sand papering the surface) using ready mixed cement based wall putty by applying two or more coats to get required finish
83	Providing and applying plaster of paris (ISI marked such as JK, Kohinoor, Maharaja etc.) punning 6mm thickness over plastered surface to prepare the surface even and smooth complete in all respect as per the directions of Engineer-in-charge.
84	Distempering with Acrylic washable oil bound distemper (of approved manufacture) two or more coats over one priming coat to give an even shade
85	Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface
86	Extra Rate for First Floor
87	Extra Rate for Second Floor
88	Finishing walls with acrylic smooth exterior paint of required shade with two or more coats applied @ 1.67 litre/10Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm
89	Preparation of plywood surface for painting including sand papering the surface and applying filling with approved quality fillers consisting of white lead, linseed oil, Varnish, and Chalk Mitti ncluding finishing the surface to required finish complete.
90	Applying pink primer or aluminum priming coat on wood work including preparation of surface knotting and stopping etc.
91	Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade.
92	Applying priming coat with metal primer on new steel or iron work including preparation of surface.
93	Providing and fixing ( PPGL) precoated painted galvalume sheet roofing (size, shape and pitch of corrugation as approved by Engineer-in-charge) The end rib shall have anti cappillary groove and return leg. The steel sheet must be having yield strength of 550 MPa ( Fy= 550 MPa) metallic coated with Zinc- Aluminium alloy ( i.e. 55% Al, 43.4%Zinc, 1.6% Si-Zincalume) AZ150 ( Min. 150 bm/mm2 total on both sides), pre painted with super Durable Polyster XRW quality paint includes inorganic infrared reflective pigment. The sheet confirms to general requirement of AS/NZS 2728 type 4/ IS 15965 class 3 durability and gloss value of 25% -40%. should be supplied in single length upto 12 metre or as desired by Engineer-incharge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost ofpurlins, rafters and trusses and including cutting to size and shape wherever required.0.60 mm (+ 0.05 %) thick (712+30%)
94	Steel work in built up tubular (round, square or rectangular hollow tubes etc. ISI Marked) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete having span:-Above 15.00 mt. Span including the cost for machinery i.e. Hydra cranes etc. for hoisting in position.
95	Providing and Fixing multilayer Polyuerthane flooring (10+2mm) consisting of primer on asphault surface, elastic layer SBR matt (5-12mm), Pore sealer(0.1mm), Cast coating (2-3mm), Antiskid multitop (0.5mm) incliding making of Ground Approved by ITF on already laid Flooring System complete in all respect
96	Providing and instalation of integrally weighted movable Badminton Posts. The badminton posts shall allows regulation net height to be achieved detachable front upright. It shall be manufacture from 47x47mm square pipe 4mm thick. Base shall made up of strong pipe and shall have weight stock of cast/mild steel 70kg each side. Wheels shall non marking with bearing inside and the wheel shall have 100 mm dia. Complete with rubber feet to protect the playing surface and grip on wooden & synthetic floor. The poles shall either powder coated or spray painted.The net shall made up of nylon material ,suitable for all weather use.The four sides of net shall be covered with white waterproof vinyl tapes.
97	Supply of set of Moveble Basket Ball Poles having minimum weight 600kg on each side of pole and having adjustable height extension. Each Pole shall consist of Fibre board of size 1.05x1.8mtr and 25mm thick and shall consist of 2 nos dunking rings with net as per Standard Design
98	Providing and Fixing of Turbo Fan /Non Electric Exhaust Fan 21\\"/22\\" dia to be fitted on roof top/shed etc. with imported polycarbonate body base complete in all respects upto to the entire satisfaction of the Engineer-In-Charge of the work
99	Providing and fixing tiled false ceiling at height upto 4 mtr of specified materials of size 595x595 mm ( GI Metal Ceiling Lay in plain Tegular edge Global white color tiles of size 595x595 mm, and 0.5 mm thick with 8 mm drop; made of G I sheet having galvanizing of 100 gms/sqm (both sides inclusive) and electro statically polyester powder coated of thickness 60 microns(minimum), including factory painted after bending.) in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main \\"T\\" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross \\"T\\" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main \\"T\\" at 600 mm center to center to form a grid of 1200x600 mm and secondary cross \\"T\\" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main \\"T\\" runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all Tsections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge.
100	Earth work in exavation in foundations, trenches, etc. in all kinds of soil where pick jumper work is not involved and not exeeding 2.0 Mtr. depth and subsequent filling around masonary in 15 cm layers with compaction including disposal of all surplus soil as directed within a lead of 30 Mtr. complete in all respect as per specifcation, drawing and to the entire satisfication of Engineer In-Charge.
101	Cement Concrete 1:8:16 with 40mm guage stone aggregate using mechanical mixer. (10.6 b ii)
102	First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth. (11.3 (i))
103	Base course of floor consisting of 100mm thick cement concrete 1:8:16 with stone aggregate 40mm guage and 100mm fine sand filling using mechanical mixer for mixing of material (14.3)
104	Conglomerate floor 40mm thick cement concrete topping 1:2:4 (Using mechanical mixer for mixing of material). (14.6)
105	12.5 mm thick cement plaster 1:5 complete in all respect as per specifcation, drawing and to the entire satisfication of Engineer-In-Charge. (15.10)
106	CONSTRUCTION OF BUILDINGS WITH SWIMMING POOL
107	Earth work in exavation in foundations, trenches, etc. in all kinds of soil where pick jumper work is not involved and not exeeding 2.0 Mtr. depth and subsequent filling around masonary in 15 cm layers with compaction including disposal of all surplus soil as directed within a lead of 30 Mtr. complete in all respect as per specifcation, drawing and to the entire satisfication of Engineer In-Charge.
108	Cement concrete 1:5:10 with 40 mm gauge stone ballast. using concretemixing volumetric type
109	Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. (10.16)
110	Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
111	First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth. (11.3 i)
112	Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in supersturcture. (10.21)
113	Extra for using computerised concrete batch mixing plant including carriage by transit mixer within 1 km lead (note: where concrete mixer is already included in the rate the same shall be deducted )
114	Extra for carriage of RMC/batch mixed concrete with transit mixture beyond 1st km .
115	Extra for pumping charges of Batch Mix Concrete / Ready mix conrete work (RMC)
116	Centring and shuttering for Columns ( Square or Rectangular or plygonal in plain) in superstructure
117	Centring and shuttering for sides and soffits of beam, beams launchingsgirders bressumers, lintels
118	Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.
119	Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete
120	Extra rate for using steel from Integrated plant marked as primary Producer steel.
121	First class burnt brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level. (11.6)
122	Extra rate for First Floor
123	Extra for c above 4 meters (where any single storey exceeds 4metres in height) for every additional height of 2 metres or part there of for Brick Work/ Concrete Block/ Clay Block.
124	115 mm thick brick wall with every fourth course reinforced with hoop iron laid in 1:4 cement sand mortar in super structure.
125	Damp proof course 4cm thick of cement concrete 1:2:4 with water proofing compound as per manufactures guidelines. (10.27)
126	12.5 mm thick cement plaster 1:5 (15.10)
127	Extra Rate for First Floor (50% Quantity)
128	20mm thick cement plaster 1:5 in two coat work (15.21)
129	Extra Rate for First Floor (50% Quantity)
130	12.5mm thick cement plaster 1:4.
131	Extra Rate for First Floor (50% Quantity)
132	20mm thick cement plaster 1:4 in two coat work.
133	Extra Rate for First Floor (50% Quantity)
134	Providing and fixing 110 mm dia . U.P.V.C Rain water pipe of 4 kgf./sqm as per IS:4985 including jointing during masonary complete as per specifications and to the entire satisfaction of Engineer-in- charge.
135	Providing and fixing 110 mm dia. U.P.V.C bend for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge. UPVC 110 mm bend
136	Providing and fixing 110 mm dia SWR U.P.V.C Coupling/Sockete for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge.
137	Top khurra 0.6m x 0.6m for rain water pipe in 25mm thick cement concrete 1:2:4 over 50mm thick cement concrete 1:8:16. (13.45)
138	Providing and fixing in position gratings 150mmx150mm for gully trap. PVC grating
139	Bottom Khurra on ground 1.2m. x 0.6m. consisting of brick on-edge laid in cement mortar 1:3 over 75mm cement concrete 1:8:16 including 12.5m.m. thick cement plaster 1:3. (13.51)
140	Terracing consiting of tiles 22.86x11.43x3.83cm laid over 25 mm mud plaster 7.5 cm mud filling on another layer of 25mm mud plaster including two coats of bitumen laid hot at 1.65 Kg. /Sqm top of R.C.C. slab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing (13.13 (i))
141	Cement concrete 1:2:4 gola 10cm x 10cm concave quadrant along junction of roofs with parapet wall finished smooth, where specially specified. (13.55)
142	Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres
143	Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% taking outside the premises in 15 cm layers incluidng ramming, watering and consolidated all lead .
144	Base course of floor consisting of 100mm thick cement concrete 1:8:16 and 100mm sand filling using mechanical mixer for mixing of material (14.3)
145	Marble stone flooring with 12-15 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with :Udaipur Green Marble Tiles of thickness 12mm to 15mm Slabs sizes above 0.50 sqm
146	Providing and laying vitrified floor tiles in different size in light colour shades made using Full Body Technology (thickness to specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement :4 fine sand ), complete. (Full body vitirified tiles have pigment in entire body/ thickness of which make chips and scratches less noticeable and na ideal choice for high traffic zones) Size 600x600 mm CSR 14.115 a
147	Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge. Size 600x600 mm.
148	Kota stone slab 20-25 mm thick flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : (14.84)
149	Extra Rate for First Floor
150	Kotah stone tiles 20mm thick in skirting risers of steps, dado walls and pillars laid in 12.5mm thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with neat cement slurry mixed with pigment to match the shade of stone, including rubbing and polishing (14.86)
151	Providing and fixing Morwad Marble Strip 12mm to 15mm thick and 100 mm wide in kotah stone flooring over 12.50mm thickness base of cement mortar 1:3 jointed with cement slurry including cost of additional mortar equivalent to the kota stone thickness and colouring pigment to match the colour rubbed and polished to granolithic finish complete in all respects. (14.142)
152	Coloured Granite stone tiles 15mm to 20mm thick in skirting, risers of steps, dado walls and pillars laid in 12.5mm thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with neat cement slurry mixed with pigment to match the shade of stone, including rubbing and polishing including labour for fixing dowel pins and cramps..
153	Extra for pre finished nosing to treads of steps of marble stone. ( Full gola, half round gola etc.)
154	Supplying and fixing of Japani sheet frames (Chowkat) consisting of 18 gauge (1.25mm) thick steel sheet of the specified section (standard design latest), including iron lugs (hold fasts) iron hinges conforming to PWD specifications including bolts for fixing steps, lock notch provision for receiving tower bolts and finished, fixed in position including the cost of cement concrete 1:3:6 for filling in the frame and cement concrete 1:2:4 for lugs complete to the satisfaction of Engineer-in-charge. Doors and windows frame of size 151mm x 60mm with 35 mm wide double rebate weighing 3.95 kg per meter.
155	Supplying and fixing of Japani sheet frames (Chowkat) consisting of 18 gauge (1.25mm) thick steel sheet of the specified section (standard design latest), including iron lugs (hold fasts) iron hinges conforming to PWD specifications including bolts for fixing steps, lock notch provision for receiving tower bolts and finished, fixed in position including the cost of cement concrete 1:3:6 for filling in the frame and cement concrete 1:2:4 for lugs complete to the satisfaction of Engineer-in-charge. ( 620+20%) Door and window frame of size 113mmx60mmx with 35mm wide single rebate.
156	Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate z sections and other sections conforming to Is: 733 and IS : 1285 of Jindal, Hindalco, Mahavir or equivalent make approved by Engineer in Charge , fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC Plug/neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitered and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/paneling, C.P.brass/stainless steel screws, all complete as per architectural drawings and the directions of Engineer-In-Charge. (Glazing and paneling to be paid for separately) :
157	For shutters of doors, windows & ventilators including providing and fixing hinges/pivots and labour for fixing of fittings wherever required including the cost of PVC Plug / neoprene gasket required
158	Providing Polyster Powder coating 50 micron any coloured specrified to aluminium section of various sizes including carrriage of material from marktet to workshop ..
159	Providing & fixing ACP Sheets of various thickness High Class ISI marked complete in all respect as per the directions of Engineer-in-charge. 6mm thick ACP Sheet
160	Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC Plug/ 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) Float glass panes of 5 mm thickness
161	Providing & Fixing glass panes with nails and putty or wooden strip complete in all respect 5.0mm thick Plate glass (INDIAN)
162	Providing & fixing of Box type steel windows, made of various ERW section outer 60mm x 25mm, central mullion 60mm x 25mm, for shutter 50mm x 20mm having thickness of 1.25mm (18 gauge), shash bar MS Tee 25mm x 3mm where required joints mitered and electrically flash-welded, with iron fittings including necessary iron handles, hinged cleat, tower bolts, iron hold fast and pintle hinges complete (excluding glazing and wire gauge) and finished with ready mixed paint red lead non setting primer complete as per specification, Drawings and to the entire satisfaction of engineer- in-charge. (Note:- Glazing, wire gauge and grill will be paid as per respective items)
163	Wire gauge fixed in steel windows, of standard rolled steel section with 3mm thick flat iron cover moulding of 12.5 mm width, fixed with machine screws, complete in all respects.(755+20%)
164	Providing & fixing 16 gauge stainless steel pipe railing of grade 304 duly fixed on steps with the help of bolts grouted on steps with hand rail and newel post of 50mm dia Stainless steel pipe, Balusters of 40mm dia Stainless steel pipe and guard 3 Nos of 15mm dia Stainless Steel pipe complete in all respect
165	Factory manufactured flush door fixed in position iron hinges, etc (excluding the cost of any fittings other than specified above but including labour for fixing the same in position (Code : II Revision IS-2191 Part-I) 1973 Commercial with elm or gurjan facing on both \ Sides with laminated core and lipped edges:- 35mm thick
166	Cost of aluminum fittings complete for doors, windows such as tower bolts, handles,Stoppers and screw etc. for these fittings (Excluding sliding bolt) For shutter area above 0.50 sqm
167	Providing and fixing aluminum sliding door bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete : 300mm x 16mm
168	Providing and fixing hydraulic door closer ISI mark with necessary screw etc. complete ISI designation no I (Size of door up to 700mm)
169	Preparation of plastered or concrete surface for painting (including sand papering the surface) using ready mixed cement based wall putty by applying two or more coats to get required finish
170	Providing and applying plaster of paris (ISI marked such as JK, Kohinoor, Maharaja etc.) punning 6mm thickness over plastered surface to prepare the surface even and smooth complete in all respect as per the directions of Engineer-in-charge.
171	Distempering with Acrylic washable oil bound distemper (of approved manufacture) two or more coats over one priming coat to give an even shade
172	Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface
173	Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade.
174	Finishing walls with acrylic smooth exterior paint of required shade with two or more coats applied @ 1.67 litre/10Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm
175	Preparation of plywood surface for painting including sand papering the surface and applying filling with approved quality fillers consisting of white lead, linseed oil, Varnish, and Chalk Mitti ncluding finishing the surface to required finish complete.
176	Applying pink primer or aluminum priming coat on wood work including preparation of surface knotting and stopping etc.
177	Construction of Plinth protection complete
178	Earth work in exavation in foundations, trenches, etc. in all kinds of soil where pick jumper work is not involved and not exeeding 2.0 Mtr. depth and subsequent filling around masonary in 15 cm layers with compaction including disposal of all surplus soil as directed within a lead of 30 Mtr. complete in all respect as per specifcation, drawing and to the entire satisfication of Engineer In-Charge.
179	Cement Concrete 1:8:16 with 40mm guage stone aggregate using mechanical mixer. (10.6 b ii)
180	First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth. (11.3 (i))
181	Base course of floor consisting of 100mm thick cement concrete 1:8:16 with stone aggregate 40mm guage and 100mm fine sand filling using mechanical mixer for mixing of material (14.3)
182	Conglomerate floor 40mm thick cement concrete topping 1:2:4 (Using mechanical mixer for mixing of material). (14.6)
183	12.5 mm thick cement plaster 1:5 complete in all respect as per specifcation, drawing and to the entire satisfication of Engineer-In-Charge. (15.10)
184	Construction of Swimming Pool
185	Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres.
186	Cement concrete 1:4:8 With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type
187	First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth
188	Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth
189	Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
190	Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering including attached pilasters buttresses etc.
191	Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete
192	Waterproofing of wet areas (Concrete/ Masonary Surface ) and any water retaining structures such as swimming pools, water tanks, Bathrooms, toilets, balconies, planters etc with high performance polymer modified cementitionous coating ( DR. FIXIT FASTFLEX / Equivalent ) to provide tough film build up and highly elastic film formation, which accommodates thermal movements so as to provide seamless coating without any joints to prevents water leakage. The scope of work also includes surface prepration and cleaning, washing and removing dust,dirt and loose particles from concrete / masonary surface complete in all respects.
193	Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% taking outside the premises in 15 cm layers incluidng ramming, watering and consolidated all lead .
194	Base course of floor consisting of 100mm thick cement cocrete 1:8:16 and 100mm sand or stone filling.
195	Conglomerate floor 40mm thick cement concrete topping 1:2:4 (Using mechanical mixer for mixing of material).
196	Providing and fixing 1st quality ceramic glazed wall tiles Matt/Semi Matt/Glosy/Highly Gloss finish/Highlighter/emboss conforming to IS : 15622 (thickness to be specified by the manufacture of approved make in all colours, shades except burgundy, bottle green, blackof size 600 x 300 mm as approved by Engineer-in- Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:4 (1 cement: 4 fine sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete.
197	Providing and laying Anti skid Ceramic floor tiles of size 300x300 mm x 10 mm thick of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on flooring skirting and dado in 12.5mm thick cement plaster 1:3 in base and jointed with @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., completewhite cement slurry in joints including corners angles and beading.
198	Providing & fixing 16 gauge stainless steel pipe railing of grade 304 duly fixed on steps with the help of bolts grouted on steps with hand rail and newel post of 50mm dia Stainless steel pipe, Balusters of 40mm dia Stainless steel pipe and guard 3 Nos of 15mm dia Stainless Steel pipe complete in all respect
199	Supply and Fixing of Tensile Sheet Shed 650GSM sheet with M.S Iron pipe sqm 0 5194 5194 Frame Pole 125mm Heavy Truss M.S Pipe 60mm Heavy, Membrane M.S Pipe 50mm Heavy, Complete With cost of Painting and Labour for FixingPaint Complete in all respects
200	200 mtr Track
201	Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m.
202	Cement Concrete 1:8:16 with 40mm guage Stone Ballast Using Concrete Mixture Volumetrictype
203	First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth.
204	Providing and Laying Brick bats in 115 mm layers grouted with sand, including all leads Complete as per Specifications and to the entire specification of engineer-in-charge
205	Lime Concrete (1:2:8) (0.13 cum lime, 0.26 cum surkhi one cum brick blast) 40mm Gauge
206	Providing & laying Coal cinder mixed with earth in (70:30) ratio in 10cm layers ramming, watering, & Consolidating with road roller including all leads complete in all respect as per specification and as desired by Engineer in charge.
207	Precast Cement Concrete KerbsProviding and laying factory made rubber moulded smooth finish cement concrete Kerb M-20 grade 250mm high with bottom width 165mm and top width 115mm made over strong vibratory table and fixing with cement mortar 1:2 as per MORT&H specifications
208	Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surfaces
209	Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade
210	CONSTRUCTION OF PAVILLION
211	Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm. layers with compaction including disposal of all surplus soil as directed within a lead of 30 metres.
212	Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type
213	Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.
214	First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth.
215	Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
216	First class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level..
217	Extra rate for First Floor
218	Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in supersturcture.
219	Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.
220	Centring and shuttering for sides and soffits of beam, beamslaunchings girders bressumers, lintels
221	Centring and shuttering for columns (Square or rectangular or poly gonal in plain)
222	Providing and fixing on walls face unplasticised rigid PVC rain water pipes single socketed (working pressure 4 Kgf/cm2 ) confirming to IS : 4985 including fixing with MS clamps U-PVC pipes (working pressure 4 kgf/cm2) pipes 100 mm dia
223	Providing and fixing 110 mm dia SWR U.P.V.C Coupling/Sockete for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge.
224	Providing and fixing 110 mm dia SWR U.P.V.C bend for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge.
225	Top khurra 0.6m x 0.6m for rain water pipe in 25mm thick cement concrete 1:2:4 over 50mm thick cement concrete 1:8:16.
226	Providing and fixing in position gratings 150mm x 150mm for gully trap.PVC grating
227	Bottom Khurra on ground 1.2m. x 0.6m. consisting of brick on-edge laid in cement mortar 1:3 over 75mm cement concrete 1:8:16 including 12.5m.m. thick cement plaster 1:3.
228	Terracing consiting of tiles 22.86x11.43x3.83cm laid over 25 mm mud plaster 7.5 cm mud filling on another laver of 25mm mud plaster including two coats of bitumen laid hot at 1.65 Kg/sqm top of RCC slab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing etc.
229	Cement concrete 1:2:4 gola 10cm x 10cm concave quadrant along junction of roofs with parapet wall finished smooth, where specially specified.
230	Construction of embankment with good quality earth obtained from borrow pit including compensasion of earth, bading deenage to sine of work spreading, grading to required slope and compacting to meet requirement table 300-2 as per technical clause 305 of MORT&H specificatioms
231	Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from foundation and taken only from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres.
232	Base course of floor consisting of 100mm thick cement concrete 1:8:16 with stone aggregate and 100mm sand filling (Using mechanical mixer for mixing of material)
233	Providing and applying plaster of paris (ISI marked such as JK, Kohinoor, Maharaja etc.) punning 6mm thickness over plastered surface to prepare the surface even and smooth complete in all respect as per the directions of Engineer-in-charge.
234	12.5mm thick cement plaster 1:5.
235	20 mm thick cement plaster 1:5 in two coats work.
236	12.5 mm thick cement plaster 1:4.
237	20mm thick cement plaster 1:4 in two coat work.
238	Kota stone tile flooring 20mm to 25 mm thick over 20mm thick base of cement mortar 1:4 (1 cement, 4 Sand) laid and jointed with neat cement slurry, mixed with pigment to match the shade of stone including rubbing and polishing.
239	Kotah stone tile 20mm thick in skirting, riser of steps, dado walls and pillars laid in 12.5mm thick cement mortar 1:3 (1 Cement and 3 Sand) and jointed with neat cement slurry mixed with pigment to match the shade of stone including rubbing and polishing
240	Providing and fixing Morwad marble strip 12mm to 15mm thick and 100mm wide in Kotah Stone Flooring over 12.50 mm thick base of cement mortar 1:3 jointed with cement slurry including cost of aditional mortar equivallent to the kotah stone thickness and colouring pigment to match the colour rubbed and polished to granolithic finish complete in all respects.
241	Providing and Laying Out Door Precast Designer chequered tiles of any size & any shape 25mm thickness having top layer of white cement mixed with pigment, laid on 20mm thick bed of ordinary cement mortar 1:3(1 ordinary cement :3 fine sand), joints grouted with white cement slurry containing pigment to match the shade complete in all respect as per specifications and to the entire satisfaction of engineer- in- charge.
242	Supplying and fixing of Japani sheet frames (Chowkat) consisting of 18 gauge (1.25mm) thick steel sheet of the specified section (standard design latest), including iron lugs (hold fasts) iron hinges conforming to PWD specifications including bolts for fixing steps, lock notchprovision for receiving tower bolts and finished, fixed in position including the cost of cement concrete 1:3:6 for filling in the frame and cement concrete 1:2:4 for lugs complete to the satisfaction of Engineer-in-charge.Door and window frame of size 113mmx60mmx with 35mm widesingle rebate
243	Wire gauge fixed on steel windows of standard rolled steel section, with 3mm thick flat iron cover moulding of 12.5mm width, fixed with machine screws, complete in all respects.
244	Supplying and fixing glass panes with glazing clips and special metal sash putty of approved make. Glass panes 4mm thick above 0.40 sqm area.
245	Providing and fixing stair case railing made out of M.S. square bars 20mm x 20mm as vertical part 0.70 m high fixed with M.S. base plate of 40mm x 40mm x 6mm and flat iron 40mm x 6mm as hand rail complete in all respect.
246	Providing & fixing teak wood top size 150mm x 75mm on stair railing including polishing complete in all respect.
247	Factory manufactured flush door fixed in position iron hinges, etc (excluding the cost of any fittings other than specified above but including labour for fixing the same in position (Code : II Revision IS- 2191 Part-I) 1973, Commercial with elm or gurjan facing on both \ Sides with laminated core and lipped edges:-35mm thick
248	Cost of Aluminium fittings complete for doors, windows such as tower bolts, handless and screw etc. for these fittings (Excluding sliding bolt) For shutter area above 0.50 sqm
249	Providing and fixing aluminium sliding door bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete :300mm x 16mm
250	Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate z sections and other sections conforming to Is: 733 and IS : 1285 of Jindal, Hindalco, Mahavir or equivalent make approved by Engineer in Charge , fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC Plug/neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitered and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/paneling, C.P.brass/stainless steel screws, all complete as per architectural drawings and the directions of Engineer-In-Charge. (Glazing and paneling to be paid for separately) :
251	For shutters of doors, windows & ventilators including providing and fixing hinges/pivots and labour for fixing of fittings wherever required including the cost of PVC Plug / neoprene gasket required
252	Providing Polyster Powder coating 50 micron any coloured specrified to aluminium section of various sizes including carrriage of material from marktet to workshop ..
253	Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC Plug/ 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 5.5 mm thickness.
254	Providing and fixing double action hydraulic floor spring of approved brand and manufacture IS : 6315 marked, for doors including cost of cutting floors as required, embedding in floors and cover plates with brass pivot and single piece MS sheet outer box with slide plate and with stainless steel cover plate etc. complete as per the direction of Engineer-in-charge.
255	Cold twisted deformed (Ribbed/ Tor Steel Bar/TMT) Bars Fe 500 grade as per IS 1786-2008, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete
256	Preparation of plastered or concrete surface for painting (including sand papering the surface) using ready mixed cement based wall putty by applying two coats to get required finish
257	Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface
258	Wall painting with plastic emulsion paint of approved brand and manufacturer to give an even shade (two coats)
259	Applying priming coat with metal primer on new steel or iron work including preparation of surface.With ordinary quality Paint
260	Painting two coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade with ordinary quality paint.
261	Preparation of plywood surface for painting including sand papering the surface and applying filling with approved quality fillers consisting of white lead, linseed oil, Varnish, and Chalk Mitti including finishing the surface to required finish complete.
262	Applying pink primer or aluminum priming coat on wood work including preparation of surface knotting and stopping etc.
263	Painting two coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade with ordinary quality paint.
264	Finishing walls with Premium Acrylic smooth exterior paint with silicon additives of required shade with two coats applied @ 1.43litre/10 sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 sqm
265	Providing and fixing ( PPGL) precoated painted galvalume sheet roofing (size, shape and pitch of corrugation as approved by Engineer-in-charge) The end rib shall have anti cappillary groove and return leg. The steel sheet must be having yield strength of 550 MPa ( Fy= 550 MPa) metallic coated with Zinc- Aluminium alloy ( i.e. 55% Al, 43.4%Zinc, 1.6% Si-Zincalume) AZ150 ( Min. 150 bm/mm2 total on both sides), pre painted with super Durable Polyster XRW quality paint includes inorganic infrared reflective pigment. The sheet confirms to general requirement of AS/NZS 2728 type 4/ IS 15965 class 3 durability and gloss value of 25% -40%. should be supplied in single length upto 12 metre or as desired by Engineer-incharge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.0.60 mm (+ 0.05 %) thick (712+30%)
266	Steel work in built up tubular pipes (round, square or rectangular hollow tubes etc. ISI Marked) for flat shed (ie.Where no truss work is involved) including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
267	Construction of Check Posts
268	Earth work in exavation in foundations, trenches, etc. in all kinds of soil where pick jumper work is not involved and not exeeding 2.0 Mtr. depth and subsequent filling around masonary in 15 cm layers with compaction including disposal of all surplus soil as directed within a lead of 30 Mtr. complete in all respect as per specifcation, drawing and to the entire satisfication of Engineer In-Charge.
269	Cement concrete 1:5:10 with 40 mm gauge stone ballast. using concrete mixing volumetric type
270	Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.
271	Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
272	First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth.
273	Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in supersturcture.
274	Extra for using computerised concrete batch mixing plant including carriage by transit mixer within 3 km lead (note: where concrete mixer is already included in the rate the same shall be deducted )
275	Extra for carriage of RMC/batch mixed concrete with transit mixture beyond 1st km .
276	Extra for pumping charges of Batch Mix Concrete / Ready mix conrete work (RMC)
277	Centering and shuttering for sides and soffits of beam, beams, launching girders, bressumers, lintels.
278	Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.
279	Cold twisted deformed (Ribbed/ Tor Steel Bar/TMT) Bars Fe 500 grade as per IS 1786-2008, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete
280	Extra rate for using steel from Integrated plant marked as primary Producer steel.
281	First class burnt brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level.
282	Extra Rate For First Floor
283	115 mm thick brick wall with every fourth course reinforced with hoop iron laid in 1:4 cement mortar in superstructure
284	Dressed or moulded two brick cornice laid in cement sand mortar 1:4 including 12.5mm thick cement plaster 1:4 or pointing as required
285	Providing and fixing chicken mesh for brick work and RCC junction of galvanized low carbon wire, annealed wire of diametre 0.6 to 2.0mm distance between the faces of the hexagon 13 to 50mm complete in all respect.
286	12.5 mm thick cement plaster 1:5
287	20mm thick cement plaster 1:5 in two coat work
288	12.5 mm thick cement plaster 1:4
289	Extra Rate For First Floor
290	20mm thick cement plaster 1:4 in two coat work
291	Extra Rate For First Floor
292	Forming groove of uniform size from 12xl2mm and upto 25xl5mm in plastered surface as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repairs to the edges of plaster panel and finishing the groove complete as per specifications and direction of the Engineer-in-Charge.
293	Terracing consiting of tiles 22.86x11.43x3.83cm laid over 25 mm mud plaster 7.5 cm mud filling onanother layer of 25mm mud plaster including two coats of bitumen laid hot at1.65 Kg. /Sqm top of R.C.C. slab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing
294	Extra Rate For First Floor
295	Cement concrete 1:2:4 gola 10cm x 10cm concave quadrant along junction of roofs with parapet wall finished smooth, where specially specified.
296	Providing and fixing on wall face unplasticised Rigid PVC rain water pipes (working pressure 4 kgf / cm²) conforming to IS : 4985, including fixing with MS ClampU-PVC pipes (working pressure 4kgf. / sqcm) pipe 110 mm dia.
297	Providing and fixing 110 mm dia. U.P.V.C bend for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge.UPVC 110 mm bend
298	Providing and fixing 110 mm dia SWR U.P.V.C Coupling/Sockete for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge.UPVC 110 mm Coupling /Sockets
299	Top khurra 0.6m x 0.6m for rain water pipe in 25mm thick cement concrete 1:2:4 over 50mm thick cement concrete1:8:16.
300	Providing and fixing in position gratings 150mm x 150mm for gully trap.PVC grating
301	Bottom Khurra on ground 1.2m. x 0.6m. consisting of brick on- edge laid in cement mortar 1:3 over 75mm cement concrete 1:8:16 including 12.5m.m. thick cement plaster 1:3.
302	Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% taking outside the premises in 15 cm layers incluidng ramming, watering and consolidated all lead . CSR 6.8 C(i)
303	Earth filling :--Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from foundation and taken only from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres
304	Base course of floor consisting of 100mm thick cement concrete 1:8:16 with stone aggregate 40mm gauge and 100mm fine sand filling using mechanical mixer for mixing of material.
305	Marble stone flooring with 12-15 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with :Udaipur Green Marble Tiles of thickness 12mm to 15mm Slabs sizes above 0.50 sqm
306	Extra labour for projected nosing of stair case of any shape and design
307	Providing and applying plaster of paris (ISI marked such as JK, Kohinoor, Maharaja etc.) punning 6mm thickness over plastered surface to prepare the surface even and smooth complete in all respect as per the directions of Engineer-in-charge.
308	Supplying and fixing of Japani sheet frames (Chowkat) consisting of 18 gauge (1.25mm) thick steel sheet of the specified section (standard design latest), including iron lugs (hold fasts) iron hinges conforming to PWD specifications including bolts for fixing steps, lock notch provision for receiving tower bolts and finished, fixed in position including the cost of cement concrete 1:3:6 for filling in the frame and cement concrete 1:2:4 for lugs complete to the satisfaction of Engineer-in-charge. Door and window frame of size 113mmx60mmx with 35mm wide single rebate.
309	Doors and windows frame of size 151mm x 60mm with 35 mm wide double rebate weighing 3.95 kg per meter.
310	Providing & fixing of Box type steel windows, made of various ERW section outer 60mm x 25mm, central mullion 60mm x 25mm, for shutter 50mm x 20mm having thickness of 1.25mm (18 gauge), shash bar MS Tee 25mm x 3mm where required joints mitered and electrically flash-welded, with iron fittings including necessary iron handles, hinged cleat, tower bolts, iron hold fast and pintle hinges complete (excluding glazing and wire gauge) and finished with ready mixed paint red lead non setting primer complete as per specification, Drawings and to the entire satisfaction of engineer-in-charge. (Note:- Glazing, wire gauge and grill will be paid as per respective items)
311	Providing & Fixing glass panes with nails and putty or wooden strip complete in all respect. 5.0mm thick Plate glass (INDIAN)
312	Wire gauge fixed in steel windows, of standard rolled steel section with 3mm thick flat iron cover moulding of 12.5 mm width, fixed with machine screws, complete in all respects.
313	Providing and fixing aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate z sections and other sections conforming to Is: 733 and IS : 1285 of Jindal, Hindalco, Mahavir or equivalent make approved by Engineer in Charge , fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC Plug/neoprene felt etc. aluminum sections shall be smooth, rust free, straight, mitered and jointed mechanically wherever required including cleat angle, aluminum 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 and paneling to be paid for separately) :
314	For shutters of doors, windows & ventilators including providing and fixing hinges/pivots and labour for fixing of fittings wherever required including the cost of PVC Plug / neoprene gasket required
315	Providing and fixing glazing in aluminum door, window, ventilator shutters and partitions etc. with PVC Plug/ neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminum snap beading shall be paid in basic item)
316	Providing Polyester Powder coating 50 micron any coloured specified to alumnum section of various sizes including carriage of material from market to workshop & workshop to site of work.
317	Providing & fixing ACP Sheets of various thickness High Class ISI marked complete in all respect as per the directions of Engineer-in-charge. 6mm thick ACP Sheet
318	Factory manufactured flush door fixed in position iron hinges, etc (excluding the cost of any fittings other than specified above but including labour for fixing the same in position (Code : II Revision IS-2191 Part-I) 1973 Commercial with elm or gurjan facing on both \ Sides with laminated core and lipped edges:- 35mm thick
319	Preparation of plywood surface for painting including sand papering the surface and applying filling with approved quality fillers consisting of white lead, linseed oil, Varnish, and Chalk Mitti including finishing the surface to required finish complete.
320	Applying pink primer or aluminum priming coat on wood work including preparation of surface knotting and stopping etc.
321	Wrought iron & Mild steel ladders, framed grills, gratings etc. with ends of bars riveted or molded forged framed window guards, barred iron doors stair case iron railing etc. including cost of bolts and nuts, screws, welding rod complete fixing in position
322	Applying priming coat with metal primer on new steel or iron work including preparation of surface.
323	Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade.
324	Cost of Aluminium fittings complete for doors, windows such as tower bolts, handless and screw etc. for these fittings (Excluding sliding bolt)For shutter area above 0.50 sqm
325	Providing and fixing aluminium sliding door bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete :300mm x 16mm
326	Providing and fixing hydraulic door closer ISI mark with necessary screw etc. completeISI designation no I (Size of door up to 700mm)
327	Preparation of plastered or concrete surface for painting (including sand papering the surface) using ready mixed cement based wall putty by applying two or more coats to get required finish
328	Extra Rate for First Floor
329	Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface
330	Extra Rate for First Floor
331	Distempering with Acrylic washable oil bound distemper (of approved manufacture) two or more coats over one priming coat to give an even shade
332	Finishing walls with acrylic smooth exterior paint of required shade with two or more coats applied @ 1.67 litre/10Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm
333	Extra Rate for First Floor
334	Construction of Plinth protection complete as per drawing.
335	Earth work in exavation in foundations, trenches, etc. in all kinds of soil where pick jumper work is not involved and not exeeding 2.0 Mtr. depth and subsequent filling around masonary in 15 cm layers with compaction including disposal of all surplus soil as directed within a lead of 30 Mtr. complete in all respect as per specifcation, drawing and to the entire satisfication of Engineer In-Charge.
336	Cement Concrete 1:8:16 with 40mm guage stone aggregate using mechanical mixer.
337	First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth.
338	Base course of floor consisting of 100mm thick cement concrete 1:8:16 with stone aggregate 40mm guage and 100mm fine sand filling using mechanical mixer for mixing of material
339	Conglomerate floor 40mm thick cement concrete topping 1:2:4 (Using mechanical mixer for mixing of material).
340	12.5 mm thick cement plaster 1:5 complete in all respect as per specifcation, drawing and to the entire satisfication of Engineer-In-Charge.
341	Construction of Outer Development & Parking
342	Construction of embankment with good quality earth obtained from borrow pits including compensation of earth, loading, unloading, carriage to site of work, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per technical clause 305 of MORT&H specifications
343	Providing, laying, spreading and compacting stone aggregates of Grading I to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8- 10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications (CSR 24.11 (i) )
344	Providing, laying, spreading and compacting stone ggregates of Grading II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications (CSR 24.12 (i))
345	Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-35 grade machine made rubber moulded smooth finish with strong vibratory process or with vibrohydraulic compaction machine and of approved size and design / shape laid in Ordinary Grey and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge IS Code : 15658(2006)
346	Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-35 grade machine made rubber moulded smooth finish with strong vibratory process or with vibrohydraulic compaction machine and of approved size and design / shape laid in Ordinary Grey and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge IS Code : 15658(2006)
347	Extra Cost for using darker fast shade for interlocking pavers Tiles of any shape & thickness instead of grey colours.
348	Precast Cement Concrete Kerb Providing and laying factory made rubber moulded smooth finish cement concrete Kerb M-20 grade 250mm high with bottom width 165mm and top width 115mm made over strong vibratory table and fixing with cement mortar 1:2 as per MORT&H specifications
349	Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface
350	Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade.
351	Applying priming coat with metal primer onnew steel or iron work including preparation of surface.
352	Construction of Boundary Wall
353	Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts
354	Cement concrete 1:4:8 With brick ballast 40mm gauge mixing by mechanical means using concrete mixer volumetric type CSR 10.10 b ii
355	Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
356	Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. (10.16)
357	First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth.
358	Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure
359	Centring and shuttering for Columns ( Square or Rectangular or plygonal in plain) in superstructure
360	Centring and shuttering for sides and soffits of beam, beams launchingsgirders bressumers, lintels
361	Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete 18.18
362	First class burnt brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level. 11.6
363	12.5mm thick cement plaster 1:5. (15.10)
364	20 mm thick cement plaster 1:5 in two coats work. (15.21)
365	Preparation of plastered or concrete surface for painting (including sand papering the surface) using ready mixed cement based wall putty by applying two or more coats to get required finish
366	Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface
367	Finishing walls with Premium Acrylic smooth exterior paint with silicon additives of required shade with two or more coats applied @ 1.43litre/10 Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm
368	Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade.
369	Applying priming coat with metal primer on new steel or iron work including preparation of surface.
370	Iron grated doors, including pintle hinges & arrangements.
371	PH WORKS
372	Sub Work-1
373	Sub Head-1 Internal Sewerage System
374	Providing and fixing in position singel socket SWR UPVC soil waste or antisyphonage pipes as per IS 13592 of E.D.C manufacture or of any other reputed firm including cutting, jointing, wastage, but excluding cost of jointing.Single Socket Type B
375	110mm o/d single socket SWR UPVC pipe lines laid complete
376	90mm o/d single socket SWR UPVC pipe lines laid complete
377	Providing and fixing in position SWR UPVC special for soil waste vent or anti syphonage pipes as per as per IS - 14735 including cutting and wastage etc. cutting holes in walls roofs or floors etc. and making good to its original condition but excluding cost of lead joining.
378	For 110mm o/d pipes
379	Elbow 90 Degree (All side socketed)
380	Vent Cowls
381	Coupler
382	Single Tee With Door
383	Floor Trap 110mm x 110mm
384	Elbow 90 degree (all side socket)
385	Vent Cowls
386	Coupler
387	Single Tee With Door
388	Providing and fixing in position SS Grating with frame of approved make (to the approval of engineer in charge) complete in all respects.
389	Providing PVC solvent cement joints to SWR Pipes and specials including cost of PVC solvent cement and tools etc of approved make (to the approval of Engineer-in-charge)
390	110mm o/d
391	90mm o/d
392	Providing & Fixing in position M.S or heavy flat iron clamps made out of M.S flat iron not less than 5 mm of the approved design for fixing C.I. soil waste, vent or antisyhonage pipes to walls complete in all respects including cutting and making good the walls and floors etc. and painting.
393	M.S. Holder bats clamps for 100mm i/d
394	M.S. Holder bats clamps for 75mm i/d
395	Core cutting in RCC slab 125mm dia or 150mm dia withe the help of core cutting machine as per requirement at site & as desired by Engineer-in-Charge.
396	Providing and fixing galvonised hanging clamp 100mm dia chimney type for PVC pipe, 12mm galvonised fully thread bar with nut bolt as per requirement at site & as desired by Engineer-in-Charge.
397	Providing and fixing in position gully traps fixed in cement concrete 1:4:8 complete with Grating 150mm x 150mm, cover and frame clear opening 300mm x 300mm and out of side size 330mm x 330mm and chamber including cost of all bricks work in cement morter 1:5 cement concrete 1:2:4 in coping around cover and frame etc. as per standard design minimum depth of water should be 150 mm with a minimum seal 50mm.100mm internal Diametre S.W.gully trap with H.C.I. grating and cast iron cover weighing approximately 7.26 kg. and frame clear opening 300mm x 300mm and out of side size 330mm x 330mm
398	Construction of brick masonry inspection chambers size as given below upto 0.60 metre average depth in 1:5 cement sand mortar, C.C.1:4:8 ( 150mm thick) in foundation, cement concrete 1:2:4 benching 12.50mm thick cement plaster 1:2 with a floating coat of 1mm thick of neat cement, R.C.C. 1:2:4 slabs 100mm thick cement concrete topping 50mm thick with 455mm x 455mm, 455mm x 610mm inside R.C.C. inspection chamber cover and frame (Weight as per I.S.I specifications) painted with 3 coats of black bitumastic paint conforming to I.S.I complete as per standard design.
399	450mm x 600mm inside with 455mm x 610mm cover and frame light duty double seal
400	Sub Head-2 Internal Water Supply System
401	CONCEALED IN WALL: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes as per IS 15778 (ISI marked with the prior approval of Engineer-in- Charge), 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 including jointing of pipes & fittings, with one step CPVC solvent cement and testing of pipes complete as per direction of Engineer-in-Charge.
402	CPVC SDR 11 Pipe & fitting 16mm o/d
403	SDR 11 CPVC pipes & fittings 20mm o/d
404	CPVC SDR 11 Pipe & fitting 25mm o/d
405	CPVC SDR 11 Pipe & fitting 32mm o/d
406	CPVC SDR 11 Pipe & fitting 40mm o/d
407	CPVC SDR 11 Pipe & fitting 50mm o/d
408	Cutting chase in brick walls in cement or in floor for embedding G.I. or C.I pipes lines and making good the same to its original condition. Size 75mm x 75mmGI P 15mm i/d to 25 mm
409	Cutting holes upto 23cm square through B.B. in cement walls or stone masonary wall in cement for pipes, and making good the same & finishing according to existing finish where required.
410	Through wall 11.43 cm thick Detail as per Table-2
411	Through wall 22.86 cm thick Detail as per Table-2
412	Providing, fixing and jointing cPVC Union Couplings (of approved make with the approval EIC) ISI marked in cPVC Pipe lines complete in all respect.
413	20mm i/d cPVC Union
414	25mm i/d cPVC Union
415	32mm i/d cPVC Union
416	40mm i/d cPVC Union
417	50mm i/d cPVC Union
418	Providing, fixing and jointing CPVC Ball valves screwed with CPVC ball & spindle & Teflon seats, on CPVC Pipe lines including all carriages complete.
419	25mm i/d Brass Ball valves
420	32mm i/d Brass Ball valves
421	40mm i/d Brass Ball valves
422	50mm i/d Brass Ball valves
423	Sub Head - 3 Sanitary Installation
424	Providing and fixing in position set of EWC and WHB size 46x36 cm for Handicapped person of approved make (to the approval of the Engineer-in-charge) consisting of matching cistern, one pair mounting brackets, seat cover, one no. hinges rail 76cm and 4 no. grab rails 60cm complete in all respect and to the entire satisfaction of Engineer-in-charge.
425	Providing and fixing in position Chinaware European type water closet P trap or S trap of approved make (to the approval of the Engineer-in-charge) consisting of 10 ltr. PVC flushing cistern ISI marked, PVC short bend 32 mm dia including cost of seat cover complete in all respect and to the entire satisfaction of Engineer-in-charge.
426	Extra for providing and fixing 10 litres capacity Chinaware low level dual flushing cistern with PVC internal fitting, instead of 10 litres capacity PVC flushing cistern.
427	Providing and fixing in position Chinaware extended wall mounted E. W.C. type suite (size 66 x 46 x 77.5 cm ) with P trap or S trap of approved make (to the approval of the Engineer-in-charge) with or without 10 ltr. chinaware matching flushing cistern and seat cover complete in all respect and to the entire satisfaction of Engineer-in-charge. (i) Chinaware extended wall mounted E W.C. with matching chinaware cistern and seat cover complete in all respect
428	Providing and fixing jet spray with 2'-6\\" long PVC pipe.With PTMT nut.
429	Providing and fixing Stainless steel health faucet complete in all respect.
430	Providing & Fixing in position C.P. Brass Hexa Nipple 15mm of approved make (to the approval of Engineer-in-charge ) complete in all respect..
431	Providing and fixing in position vitreous Chinaware white lIndian make large flat back or angular lipped front urinal 375 x 390 x 590 mm of approved make (to the approval of the Engineer-in-charge) consisting of C.P. brass Urinal waste Coupling dome type 32mm outer length 75 mm , C.P. brass Urinal Spreader Ocular-Regular and C.P. brass tube connection 300 mm long complete.
432	Vitreous white Chinaware PartitionLarge partition size 75 x 16.5 x 36.5 cm
433	Providing & fixing in position Water Dispenser Top Loading (with refrigration capacity 15 ltr) of approved make (to the approval of Engineerin-charge ) dispensing hot/cold/ambient water including cost of two no. 20 ltrs packaged drinking water bottles and carriage complete in all respect.
434	Providing and fixing in position vitreous chinaware white lavatory suites of approved make (to the approval of Engineer-in-charge) consisting of C.P. brass waste 32mm dia with one C.P. brass pillar tap including Rack Bolt Screw Pair 115mm long complete in all respect.
435	Size 550 mm x 400 mm x 815mm
436	Providing and fixing vitreous chinaware standard pedestal of approved make (to the approval of Engineer-in-charge) for wash hand basin complete in all respect.
437	Providing and fixing in position stainless steel sinks of approved make (to the approval of Engineer-in-charge) 1mm thick,grade-304 (18/8) with waste coupling complete in all respect.Double bowl Sink without drain board Overall size 1330x515 bowl size 560x410x200mm
438	Providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location inmarble/ granite/ stonework, including necessary holes for pillar taps etc. includingmoulding, rubbing and polishing of cut edges etc. complete.
439	Providing & fixing in position PVC flexible tube connection of approved make (to the approval of Engineer-in-charge ) complete in all respect. PVC tube connection of size 15 mm x 375 mm with PTMT nut.
440	Providing and fixing P.V.C Waste Pipe Collapsiable 32mm complete in all respect.
441	Providing and fixing in position C.P. brass bottle trap 32mm dia with 40 mm seal of approved make (to the approval of Engineer-in-charge) complete in all respect.
442	Providing and fixing in position towel rails / ring of approved make (to the approval of Engineer-in-charge ) fixed in with rawl plugs embedded in walls with brass screws complete in all respect.
443	C.P. brass towel Rails size 15mm dia 610mm long
444	C.P brass towel ring
445	Providing and fixing in position C.P. Acryli shelf with C.P.bracket and guard rails of approved make (to the approval of Engineer-incharge ) fixed in with rawl plugs and C.P brass screws complete in all respect.
446	CP brass Acrylic Shelf size 560mmx130mm
447	C.P. brass Glass Corner with rail 8 mm thickness and height 250 mm
448	Providing and fixing in position C.P. brass soap dish of approved make (to the approval of Engineer-in-charge ) fixed into wall with rawl plugs and C.P brass screws complete in all respect.
449	Providing & Fixing in postion 15 mm i/d bib cock of approved make (to the approval of Engineer-in-charge )complete in all respect.
450	C.P. brass Bib cock long nose/ long body without flange
451	C.P Brass bib cock foam flow without flange
452	Providing & Fixing in postion stop cock / Angle valve of approved make (to the approval of Engineer-in-charge ) complete in all respect.
453	C.P.brass 15mm Angle valve without flange
454	C.P.brass 15mm Concealed stop cock with flange For Jet Spray Connection + Over Head Shower
455	Providing & Fixing in position C.P. Brass flange Dome of approved make (to the approval of Engineer-in-charge ) under various fixtures complete in all respect.
456	Providing & Fixing in position C.P. Brass extension piece 25mm long to 100mm long of approved make (to the approval of Engineer-incharge )with various fixtures complete in all respect.C.P. Brass extension piece, 25mm long to 50mm long
457	Providing & Fixing in position 5mm thick bevelled edge mirror of superior glass (of approved make) complete with 4mm thick hard board backing fixed in with rawl plugs 50mm, C.P. brass screws and washers and S/S Studs on top complete in all respect (as required by the Engineer-in- Charge) (Size 600mm x 450mm)
458	Providing & Fixing in position C.P./Aluminium Khunti of approved make (to the approval of Engineer-in-charge ) fixed into wall with C.P. brass screws and rawl plugs etc. complete in all respect.C.P. Brass khunti with 3 pegs
459	Providing and fixing in position vitreous Chinaware white channel of approved make (to the approval of Engineer-in-charge) of size 600 mmx100mm including laying and fixing in cement concrete 1:2:4 complete in all respect.
460	Providing & placing in position on terrace (at all floor levels) HDPE water storage tanks of approved make (to the approval of Engineer -in-charge) with cover with suitable locking arrangement and making necessary holes for inlet, outlet and over flo pipes but without fittings and base support for tank. Tripple Layer Tanks
461	Providing and fixing in position automatic brass Ball Cock in tanks.Brass Ball Cock with rod and Plastic Ball 50mm i/d
462	Providing and fixing in position cPVC Tank Nipple of approved make (to the approval of Engineer-in-charge) in PVC Water storage tanks complete in all respect.
463	Tank nipple 32mm i/d
464	Tank nipple 40mm i/d
465	Tank nipple 50mm i/d
466	Construction of Plateform complete as per specification & as desired by Enginer-in-charge
467	For 500 ltr Water Tank
468	For 2000 ltr Water Tank
469	Providing and fixing in position C.P. brass overhead shower 1 flow with shower arm with 15mm i/d inlet of approved make (to the approval of Engineer-in-charge) complete in all respect.
470	Providing & fixing in position 15 mm i/d C.P brass wall mixer of approved make (to the approval of Engineer-in-charge ) complete in all respect.C.P. brass wall mixer without telephonic shower
471	Providing and fixing in position paper holders of approved make (to the approval of Engineer-in- charge ) fixed in to wall with C.P brass screws complete in all respect.C.P. brass toilet paper holder
472	Providing and installing in position premium range water pressure boosting pump (To the approval of Engineer-in-charge) including all pump accessaries but excluding cost of pipe & specials complete in all respects.For Swimming Pool (HE & SHE)Pressure pump of 0.9HP with 4700 LPH, 27.3meter head with SS pump & 24 litre capacity Tank Model : CM 5-4
473	Providing and fixing in postion storage type automatic electric water heater pressure type thermostatically controlled, single phase wall mounted of approved make (to the approval of Engineer-in-charge) with thermostats, inner container of stainless steel, Inner glass lining with B-Rating minimum 3 stars complete with 1 Mtr. three core flexible cord with plug, non return valve and pressure release valve complete including fixing and testing complete in all respect.Vertical Type 25 litre capacity water heater
474	Sub Head-4 Flooring and Wall Tile
475	Base course of floor consisting of 100mm thick cement concrete 1:8:16 with stone aggregate 40mm guage and 100mm fine sand filling using mechanical mixer for mixing of material
476	Screed of 50mm thick cement concrete 1:8:16 with stone aggregate 40mm gaugeto be laid below the topping using mechanical mixer for mixing of material
477	Total All Floor
478	Extra rate for First Floor
479	Providing and laying Rectified Porcelin floor tiles 400x400mm or more (thickness to be specified by the manufacturer) of premium quality conforming to IS:15622 of approved make in all colours laid on 20mm thick bed of Cement Mortar 1:4 ( 1 Cement : 4 Fine sand) for new flooring complete .
480	Total All Floor
481	Extra rate for First Floor
482	Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of: i) Ist course of applying cement slurry @ 4.4 Kg/ sqm mixed with water proofing compound conforming to IS : 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. ii) IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg per sqm of area. iv) IVth 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).Taking 10% extra for Vertical Sites
483	Providing and fixing 1st quality ceramic glazed wall tiles Matt/Semi Matt/Glosy/Highly Gloss finish/Highlighter/emboss conforming to IS : 15622 (thickness to be specified by the manufacture of approved make in all colours, shades except burgundy, bottle green, black of size 600 x 300 mm as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:4 (1 cement: 4 fine sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete.
484	Total All Floor
485	Extra rate for First Floor
486	Coloured Granite stone tiles 15mm to 20mm thick in skirting, risers of steps, dado walls and pillars laid in 12.5mm thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with neat cement slurry mixed with pigment to match the shade of stone, including rubbing and polishing including labour for fixing dowel pins and cramps..
487	Total All Floor
488	Extra rate for First Floor
489	Extra for pre finished nosing to treads of steps of marble stone. ( Full gola, half round gola etc.)
490	Providing Internal Electrical Installations:
491	POINT WIRING:
492	RECESSED PVC CONDUIT PIPE WIRING SYSTEM WITH MODULAR SWITCHES: Wiring in PVC insulated copper conductor single core FR cable (ISI marked) overall 1.5sq. mm, 1100volts grade to be laid in heavy gauge PVC conduit pipe 20mm/ 25mm dia. (ISI Marked) recessed in wall etc., complete with powder coated/anodized concealed metal boxes (1.6mm thick with Brass lugs) required for suitable number of modules (Modular accessories) for having Step type electronic fan regulators (two module) 100watts, bell push, 6Amp. 2/3 universal socket (shuttered), 16/20Amp. combined/ universal Socket (shuttered), 6/10Amp. Switches, 16/20Amp. switches with indicator etc. and covered with Frame Plate etc., PVC connector (For Fan Box and Call Bell), Steel Hooks, Sheet metal fan box (1.6mm thick shape hexagonal), Circular junction Boxes (Four way PVC 1½\\" deep for walls and CI 3\\" deep for ceiling), bonding to earth with PVC insulated copper conductor single core FR cable (ISI marked) 1sq. mm, 1100volts grade (For 6Amp. wall socket & plug control point) and other petty material etc., including the cost of above material, cutting and filling up of chases (with finishing the surface):-
493	Wiring fan point with sheet metal fan box
494	Wiring light point
495	Wiring call-bell point
496	Wiring 3 pin 6 Amp. wall socket point
497	Wiring 3 Pin 6 Amp. Plug control comprising wall socket point
498	Wiring 3 pin 16/20 amp. power plug control point
499	Wiring light point with double control switches.
500	RECESSED COMPUTER SUPPLY TERMINAL POINTS (USED FOR HGW, PVC CONDUIT & HDPE PIPE WIRING SYSTEM WITH MODULAR ACCESSORIES):Wiring Computer supply terminal points recessed in wall etc., complete with powder coated/anodized concealed metal boxes required for suitable number of modules (Modular accessories) for having 6Amp. 2/3 universal socket (shuttered), 16/20Amp. combined/ universal Socket (shuttered), 6/10/16/20Amp. Switches and blanking plate etc., and covered with Frame Plate and other petty material etc. including the cost of above material, cutting and filling up of chases (with finishing the surface):-

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