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GOVERNMENT OF RAJASTHAN
JANUARY 2008
BUILDING WORKS
JODHPUR DISTRICT
CAN BE HEAD FROM
EXECUTIVE ENGINEER SUPERINTENDING ENGINEERP.W.D. CITY DIVISION, PWD.,CIRCLE, JODHPURJODHPUR
BASIC SCHEDULE OF RATES
G-1
GENERAL BASIC RATESCHAPTER : G-1
HIRE CHARGES OF PLANTS AND MACHINERIES
NOTE:
Name of Machine For Departmental Works For Contractor WorksIdle (Rs.) Idle (Rs.)
ROLLERS1 Diesel Road Roller 8-10 Tonne 350 170.00 390.00 -2 270 140.00 300.00 150.00
3 Vibratory Compactor 10 Tonne 1500 300.00 1750.00 360.004 Steam Road Rollers 240 160.00 70.00 180.005 Sheep Foot Rollers 18 18.00 20.00 20.006 Smooth Hand Roller 1/2 Tone 18 18.00 20.00 20.007 Smooth Hand Roller 1 Tone 18 18.00 20.00 20.008 Compactor Roller 5 Tone 40 10.00 45.00 15.00
TRUCK & TRAILOR (WHICH EVER IS HIGHER)9 Tractor Trailor 20 Tones 1540 440 1760.00 660
14.50 P.Km 16.50 P.Km
10 Truck 3-5 Tones 440 165 6.60 P.Km 1905.50 P.Km
11 Tipper Truck 3-5 Tones 550 180 585.00 2755.50 P.Km 6.60 P.Km
12 Truck 7-10 Tones 600 245 700.00 3006.60 P.Km 7.70 P.Km
13 Tipper Truck 7-10 Tones 660 300 740.00 3007.70 P.Km 8.80 P.Km
14 700 275 790.00 3008.00 P.Km 9.00 P.Km
TRACTORS & TROLLEY15 Tractors 25 HP 245 110.00 275.00 150.0016 Tractors 26-40 HP 270 110.00 310.00 150.0017 Tractors 41-50 HP 340 120.00 385.00 160.0018 Tractors Trolley 4 Wheel 40 10.00 50.00 15.0019 Tractors Trolley 2 Wheel 35 10.00 40.00 10.0020 Water Tanker Trailor 40 15.00 50.00 15.00
MIXERS & PLANTS21 Hox Mix Plant 6-10 tones per/hr. 450 200.00 485.00 240.0022 Bitumen mixer 10-14 oft. 240 110.00 290.00 135.0023 Bitumen mixer 5-7 oft. 170 91.00 180.00 105.0024 C.C. mixer 10-14 oft. 160 88.00 180.00 100.0025 C.C. mixer 7-10 oft. 140 88.00 150.00 100.0026 C.C. mixer 5-8 oft. 120 88.00 135.00 100.00
HIRE CHARGES PER DAY ARE FOR 8 HOURS. THESE CHARGES ARE FOR STATE MACHINERY USED ON STATE WORKS
Chapter Code No. Without POL
(Rs.)Without
POL (Rs.)
Tractor Mounted/ Vibratory 6-8 Tonne
Truck Mounted Water Tank/ Bitumen Tank
27 Mortar Mixers 135 88.00 140.00 100.00G-2
Name of Machine For Departmental Works For Contractor WorksIdle (Rs.) Idle (Rs.)
TAR BOILER & STORAGE28 Bitumen Storage tanks 3 Ton 60 60.00 90.00 90.0029 Tar boiler 1.5 tone 60 25.00 60.00 30.00
STONE CRUSHER & GRANULATORS30 Stone Crusher 30"x16" 715 240.00 815.00 390.0031 Stone Crusher 16"x19" 450 200.00 485.00 240.0032 Granulator 16"x15" 425 250.00 465.00 270.00
WATER PUMPS33 Pumping Set 5-9 HP 105 85.00 110.00 90.0034 Pumping Set 10-19 HP 120 90.00 120.00 90.0035 Pumping Set 20-30 HP 120 90.00 135.00 100.0036 Pumping Set Above 30HP 290 110.00 330.00 160.00
GENERATORS37 Generating Set upto 5KVa 160 105.00 170.00 120.0038 Generating Set upto 5-15 KVA 200 120.00 235.00 135.0039 345 130.00 355.00 190.00
AIR COMPRESSORS40 Air Compressor upto 115 cfm 320 120.00 350.00 160.0041 Air Compressor above 115 cfm 350 120.00 395.00 170.00
BORING MACHINE42 240 160.00 260.00 180.00
43 Diamond core drilling m/c 787 510.00 880.00 690.00OTHER MACHINES
44 Mobile Crane 3 tone 705 230.00 775.00 230.0045 Power winch 230 105.00 290.00 135.0046 Front end loader 500 200.00 550.00 240.0047 Hydraulic Scraper 230 160.00 240.00 200.0048 Chain Pully lock 15 5.00 20.00 10.0049 Grouting Machine 45 10.00 60.00 15.0050 Vibrators 90 85.00 100.00 90.00
HIRE CHARGES EARTH MOVING MACHINERY HOURLY BASIS1 Bull Dozer 180/200HP 415/- P.Hr 195/- P.Hr 560/- P.Hr -
2 Bull Dozer 100/110 HP 275/- P.Hr 105/- P.Hr 305/- P.Hr -
3 Motor Graders 90/- P.Hr 35/- P.Hr 105/- P.Hr -4 Drum Mix Plant 40-60 TPH 1650/- P.Hr 400/- P.Hr 200/- P.Hr -
5 Paver Finisher 75TPH 360/- P.Hr 165/- P.Hr 425/- P.Hr -
6 Generating Set 125 Kva 210/- P.Hr 110/- P.Hr 230/- P.Hr -
7 JCB Excavator cum loader 485/- P.Hr 230/- P.Hr 575/- P.Hr -
Chapter Code No. Without POL
(Rs.)Without
POL (Rs.)
Generating Set above 15KVa but below 50KVa
Boring Machine other than diamond core
CHAPTER-G-2
LABOUR
NOTE:
1-
2-
3-
4- These rates are for analysis and estimation purpose only
5- SE's are authorise to fix Rates in their respective circles.
Chapter Code No. Description
2.1
2.1.1 Degree Holder
2.1.2 Diploma Holder/ Surveyor
2.1.3 Other
2.2
2.3 Driver
2.3.1 Heavy earth moving, bitumen paver operator
2.3.2 HMV, LMV, Bitumen Sprayer
2.3.3
2.3.4
Grade for labour will be determined as per quality of the work done.
The rates are for a period of 8 hours working inclusive of all necessary tools which are normally carried by them according to the trade.
These rates do not include the profit of contractor & overheads and are inclusive of the wages for weekly day of rest.
Wages Per Day (Rs.)
Sr. Foreman, Supervisor (Civil , Electrical,Mecjamoca)
Civil Mistry, Road Inspector, Road Mistry, Stone Dresser (SILAWAT), Tailor.
Vibrator, Water pump, CC Mixer Grinding Machine
Generating Set lift operator AC/ Cooling Plant Operator
Chapter Code No. Description
2.4 Senior (Experienced) Grade-I
2.5 Junioor -do- Gr.II
2.6 Munshi, Mate, Gardner, Cane-man, Dhobi 100.00 to 125.00
2.7 80.00 to 110.00
2.8 Camel Cart with Driver 200.00 to 250.00
2.9 Camel with Driver 150.00 to 200.00
2.10 Bullock Cart with Driver (Two Bullocks) 200.00 to 250.00
2.11 Bullock Cart with Driver (Single Bullock) 150.00 to 200.00
2.12 4Nos Donkies with Driver 250.00 to 300.00
2.13 Extra each Donkey 60.00 to 70.0
2.14 Gharat Man with Buffalow 150.00 to 200.00
2.15 Mechanic for Refrigeration & AC
2.15.1 Grade-I 250.00 to 300.00
2.15.2 Grade-II 150.00 to 200.00
2.16 Hammer Man, Thatcher. 125.00 to 200.00
Wages Per Day (Rs.)
Electric, Wireman, Fitter, Plumber, Sanitary Fitter, Turner, Upholster, Welder, Blacksmith, Carpenter, Mason, Painter, Well Sinker, Fabricator (Steel), Mosaic Polisher.
Beldar, White Washer, Bhisti with Mushak, Chowkidar, Helper, Farrash, Sweeper
G-3
CHAPTER-G-2
LABOUR
500.00
300.00
250.00
200.00
250.00
200.00
175.00
150.00
Wages Per Day (Rs.)
G-4
250.00
175.00
100.00 to 125.00
80.00 to 110.00
200.00 to 250.00
150.00 to 200.00
200.00 to 250.00
150.00 to 200.00
250.00 to 300.00
60.00 to 70.0
150.00 to 200.00
250.00 to 300.00
150.00 to 200.00
125.00 to 200.00
Wages Per Day (Rs.)
G-5
CHAPTER-G-3
MATERIALS FOR BUILDING WORK
NOTE:
1-
2- These Rates are for Analysis and estimation Purposes only.
Description Unit
3.1 Adhesive (RubberBased) Ltrs 90.00
3.2 Aluminum Door section Kg 175.00
3.3 Aluminum Door section Anodized Kg 145.00
3.4 Aluminum strips KG 180.00
3.5 Aluminum strips Sqm 690.00
3.6 Bitumen felt IS : 1322-1982-Ra 1987
3.6.1 Tar felt BH type 3 grade I Sqm 25.00
3.6.2 Bitumen sealing compond grade 2 Kg 36.00
3.6.3 Tar felt DPC type 3 grade 2 Sqm 35.00
3.7 Bitumen & Coal Tar
3.7.1 Bitumen of Pentration 30/ 40 MT 30000.00
3.7.2 Bitumen of pentration 60/70 MT 29000.00
3.7.3 Bitumen of pentration 80/100 MT 25000.00
3.7.4 Bitumen of pentration 85/25 MT 28000.00
3.8.5 Coal Tar Ltrs 25.00
3.9 Bricks (IS : 1077 1992)
These rates are exclusive of contractor’s Profit, over heads but include Octroi, Royalty, Sales Tax and other Taxes
Chapter Code No.
Rate (Rs.)
3.9.1 Class designation 100 at Kiln 1000Nos 1500.00
G-6
Description Unit
3.9.2 Class Designation 75 at Kiln 1000Nos 1200.00
3.9.3 Class Designation 50 at Kiln 1000Nos 1100.00
3.9.4 Class Designation 35 at Kiln 1000Nos 1000.00
3.9.5 Over brunt bricks at kiln 1000Nos 700.00
3.9.6 Bricks bats Cum
3.9.7 Fire clay bicks 6”x2 ½ Each 6.00
3.9.8 Clay fy ash bricks
3.9.9 Marble Waste Slurry bricks 1000Nos 1300.00
3.10 Burshes3.10.1 Wire brush 6” x Each 25.00
3.11 Cement
3.12.1 MT 4000.00
3.12.2 White cemant (IS-8042-1989) MT 8000.00
3.13 Chemicals
3.13.1 Ltrs 270.00
3.13.2 Caustic Soda Kg 12.50
3.13.3 Timber Care for antiermite Ltrs 125.00
3.14 Coal (steam) Qtl 300.00
3.15 Clamps
3.15.1 Gum Metal Kg 200.00
3.15.2 Copper KG 400.00
Chapter Code No.
Rate (Rs.)
400 to 500
10% overordinary bricks
Portaland cemant (IS 269 1989, IS-455-1989)
Aldrian Chloropyrifous Emulsifiable (o.5%) (Aidrex 30 E.C.)
3.16 Clinder Cum 225.00
G-7
Description Unit
3.17 Door Frames
3.17.1 Stone 100x65mm Mtr 60.00
3.17.2 Stone 125x65mm Mtr 75.00
3.17.3 RCC 100 x75mm Mtr 30.00
3.17.4 RCC 125 x 75mm Mtr 40.00
3.17.5 Mosaic 100x65mm Mtr 35.00
3.17.6 Mosaic 125x65mm Mtr 42.00
3.18 Distemper
3.18.1 Dry Distemper Kg 20.00
3.18.2 Oil bound distemper Kg 100.00
3.19 Floor hardener sp. Grade Kg 8.00
3.20 Kg 70.00
3.21 Synthetic Adhesive (For wood work) Kg 110.00
Unit
3.22
3.22.1 40mm thick Sqm 730.00 570.00 700.00
3.22.2 35mm thick Sqm 700.00 545.00 675.00
3.22.3 30mm thick Sqm 660.00 510.00 630.00
Chapter Code No.
Rate (Rs.)
Synthetic Adhesive (For Painting and white washign work)
Decora- tive both
sides
Comm- ercial ply bot sides
Deco. Teak one side
comm. Ply other side
Flush Doors (Phenol Bonded water proof and block board construction ) IS : 2191-PT2-1
3.22.4 25mm thick Sqm 630.00 480.00 600.00
3.23 Fuel Wood Qtl 180.00
G-8
Description Unit
3.24 Glass
3.24.1 Sqm 140.00
3.24.2 Sqm 225.00
3.24.3 Sqm 365.00
3.24.4 Glass sheet 3 mm Frosted Sqm 150.00
3.24.5 Glass sheet 4 mm Fristed Sqm 380.00
3.24.6 Glass sheet 5 mm Fristed Sqm 450.00
3.24.7 Glass sheet 3 mm Pin head ( figure) Sqm 110.00
3.24.8 Glass sheet 4 mm Pin head ( figure ) Sqm 180.00
3.24.9 Glass sheet 5 mm Pin head ( figure ) Sqm 160.00
3.24.10 Glass sheet 6 mm Wired Sqm 300.00
3.24.11 Glass tinted 4 mm Sqm 240.00
3.24.12 Glass tinted 5 mm Sqm 280.00
Unit
3.26 Grantic Stone Polished
(1) Red or Choclate Colour
3.24.1 Jhnjuhun Sqm 460.00 690.00 1150.00
Chapter Code No.
Rate (Rs.)
Glass sheet of weight 7.5 Kg./Sqm./(3 mm thick) Plain
Glass sheet of weight 10 Kg./ Sqm. (4 mm thick ) Plain
Glass sheet of weight 13.75 Kg./ Sqm.(5 mm thick) Plain
Tiles upto 500cm2,
8 to 10mm thick
Tiles 500Sqm to 180 Sqm,8 to 10mm
th.
Slab above 1800cm2,
15 to 20mm thick
3.24.2 Jhansi Sqm 575.00 805.00 1210.00
3.24.3 South Sqm 690.00 862.00 1380.00
3.24.4 (2) Green & Black Colour Sqm 690.00 805.00 1265.00
G-9
Description Unit
3.27 Glue Kg 50.00
3.28 Heassian Cloth Sqm 6.00
3.29 Hirmich Qtl 600.00
3.30 Hydraulic Door closer Each 300.00
3.31 Jali (Cement) with Wire Reinforcement
3.31.1 30mm thick Sqm 110.00
3.31.2 40mm thick Sqm 120.00
3.31.3 50mm thick Sqm 140.00
3.32 Linoleum (ISI 1784-1988)
3.32.1 Jaspe Linoleum 2 mm thick Sqm 160.00
3.32.2 Jaspe Linoleum 1.65 mm thick Sqm 145.00
3.32.3 Plain Linoleum 4.5 mm thick Sqm 250.00
3.32.4 Plain Linoleum 3.2 mm thick Sqm 210.00
3.33 Lime ( IS : 712-1984/RA-March, 91 )
3.33.1 Kali (for use in mortars) At Kim Qtl 200.00
3.33.2 Lime Tanta ( for white washing ( At Kiln Qtl 220.00
3.33.3 Lime Hydrated Powder Qtl 240.00
3.33.4 Lime GOTAN (for white washing) Qtl 400.00
3.33.5 Hydraulic Lime (Class B ) Qtl 70.00
Chapter Code No.
Rate (Rs.)
3.33.6 Semi Hydraulic Lime (Class B ) Qtl 90.00
3.33.7 Kanker Line ( Class E) Qtl 50.00
G-10
Description Unit
3.34 Marble Chips
3.34.1 Choclate Grey or Yellow Qtl 85.00
3.34.2 White Markaran Qtl 80.00
3.34.3 Othe thaan Makrana Qtl 40.00
3.34.4 Kesria Green Qtl 90.00
3.34.5 Black Qtl 70.00
3.34.6 Dehradoon Qtl 250.00
3.35 Marble Dust/Power
3.35.1 Fine 300 mesh Qtl 500.00
3.35.2 Coarse for Sandla 80 mesh Qtl 70.00
3.36 Marble pieces for crazy flooring Qtl 120.00
Unit
3.37
(A) White Marble
3.37.1 Makrana Superior Quality Sqm 750.00 1000.00 1500.00
3.37.2 Makrana Albeta (having light streaks) Sqm 550.00 750.00 900.00
Chapter Code No.
Rate (Rs.)
Rate (in Rs.) tiles
upto 1500cm2
Rate (in Rs.) Tiles 1501 cm2 to 2700
cm2
Rate (in Rs.) slab
above 2701 cm2
Marble Slab (SI : 1130-1969 Reaffirmed April 1987)
3.37.3 Makrana ’Adanga’ Sqm 250.00 350.00 450.00
3.37.4 Rajnagar Ist Quality with light Sqm 320.00 400.00 500.00
3.37.5 Sqm 220.00 270.00 360.00
3.37.6 Ambaji (Abu) with green shadlow Sqm 415.00 600.00 975.00
G-11
Description Unit
3.37.7 Am,baji (Abu) Panther Sqm 300.00 375.00 540.00
3.37.8 Andhi Pista (Jaipur Distt.) Sqm 270.00 360.00 450.00
3.37.9 Andhi Indo Italian (Jaipur Distt.) Sqm 360.00 450.00 650.00
3.37.10 White Marble- Banswara. Sqm 225.00 350.00 550.00
(B) Pink marble )
3.37.11 Udaipur Sqm 310.00 360.00 500.00
3.37.12 Makrana Adanga Sqm 350.00 450.00 600.00
3.37.13 Bundi Sqm 230.00 290.00 400.00
© Green Marble
3.37.14 Kesriaji Sqm 320.00 400.00 670.00
3.37.15 Abu Sqm 350.00 450.00 670.00
(D) Black Marble
3.37.16 Sqm 350.00 350.00 500.00
3.37.17 Madras Stones Sqm 140.00 180.00 225.00
(E) Grey Marble
3.37.18 Bundi Sqm 340.00 400.00 540.00
3.38 Moorum
Rajnagar II quality with light spots and streaks
Chapter Code No.
Rate (Rs.)
Bhainslana, Abu & Kishangarh Zebra, Narnau
3.38.1 Red Moorum Cum 30.00
3.39 Muslin Cloth
3.39.1 For Lining Mtr 15.00
3.39.2 For Sarkanda Chicks Mtr 12.00
3.40 Munj or Ban KG 40.00
G-12
Description Unit
3.41 Niwar
3.41.1 Cotton 60mm wide Kg 50.00
3.41.2 Nylon 500mm wide Kg 70.00
3.42 Oils
3.42.1 Crude Oil Ltr 6.00
3.42.2 Deesel Oil Ltr 35.00
3.42.3 Kerosene Oil Ltr 30.00
3.42.4 Linseed Oil (Rah) Ltr 55.00
3.42.5 LinseedOil Daouble Boied Ltr 90.00
3.42.6 Mobile Oil Ltr 110.00
3.42.7 Petrol Ltr 50.00
3.42.8 Turpentine Oil Ltr 40.00
3.43 Rolling Shutters
3.43.1 Sqm 600.00
3.43.2 Top cover for rolling shutters Mtr 95.00
3.43.3 Each 150.00
Chapter Code No.
Rate (Rs.)
Rolling Shutters made of 80x1.25mm Machine rolled lathe
27.5cm, long wire spring grade No.2 for rolling shutter
3.43.4 Ball Bearing for rolling shutters Each 200.00
3.44 Paints
3.44.1 Acid Proof Paint Ltr 190.00
3.44.2 Aluminium Paint Ltr 160.00
3.44.3 Anticorosive Bituminous paint Ltr 85.00
3.44.4 Black Japan (IS: 341-1973-RA-1991) Ltr 45.00
G-13
Description Unit
3.44.5 Enamel Paint (IS : 2932-1964,IS: 133-1975) Ltr 150.00
3.44.6 Flat Wall Paint Ltr 120.00
3.44.7 Paint Remover Ltr 105.00
3.44.8 Plastic Emulsion Paint Ltr 200.00
3.44.9 Ready Mixed Paint for Wood IS : 3536-1966 Ltr 68.00
3.44.10 Ready Mixed Paint for Steel IS : 3536-1966 Ltr 60.00
3.44.11 Red Oxide Primer IS : 3536-1966 Ltr 60.00
3.44.12 Roofing Paint for Iron Sheets Ltr 105.00
3.44.13 Synthetic Enamel Paint ISP:133-1975 Ltr 110.00
3.44.14 Water Proofing Cement Paint ( Snowcem) Ltr 12.50
3.44.15 Water Lead ( Ready Mixed) IS : 3536-1966 Ltr 20.00
3.44.16 White Leade ( Superior) Ltr 30.00
3.45 Pig Lead Ltr 34.00
3.46 Pigments
3.46.1 Black Colour dark shade Kg 50.00
3.46.2 Green, Blue Medium Shade Kg 45.00
Chapter Code No.
Rate (Rs.)
3.46.3 Kg 40.00
3.47 Copper pin 6mm dia 7.5cm long Each 9.50
3.48 Pipes
3.48.1 Asbestos Cement Pipes & Fittings
3.48.2 Cast Iron Pipes and Fittings
3.49 Plaster of pairs Kg 3.00
G-14
Description Unit
3.50 Primer
3.50.1 Aluminium Primer Ltr 60.00
3.50.2 Cement Primer Ltr 70.00
3.50.3 Distemper Primer Ltr 75.00
3.50.4 Pink Primer (For Wood) Ltr 55.00
3.51 Polish
3.51.1 French Sprit Polish IS : 348 Ltr 45.00
3.51.2 Wax Polish (Ready Made) Kg 140.00
3.52 Putty IS : 419-1967-RA-1989
3.52.1 For Steel Work Kg 7.00
3.52.2 For Wood Work Kg 20.00
3.53 Poluvinyl Chloride Sheet Tiles Sqm 20.00
3.54 Roofing Sheet
(A) Aluminium corrugated sheet:
3.54.1 Sqm 225.00
Rd, Chocolate Orange Buff or yeloow light shade
Ref. Chapter G-4 Material for Service)
Ref. Chapter G-4 Material for Service)
Chapter Code No.
Rate (Rs.)
0.63 mm thick ( 23 SWG) Weight 2,22 Kg./Sqm
3.54.2 Sqm 255.00
3.54.3 Sqm 325.00
3.54.4 Sqm 435.00
(B) Asbestos Sheets:
3.54.5 Sqm 180.00
3.54.6 Asbestos (A.C.) Plain Sheets-4 mm thick Sqm 115.00
G-15
Description Unit
3.54.7 5mm thick Sqm 110.00
3.54.8 6mm thick Sqm 170.00
(C) Galvanized Iron (G.I.) Corrugated Sheets
3.54.9 Sqm 230.00
3.54.10 Sqm 270.00
3.54.11 Sqm 350.00
3.54.12 G.I. Plain sheets-0-63 mm thick Sqm 180.00
3.54.12 G.I. Plain sheets-0-80 mm thick Sqm 200.00
3.54.13 G.I. Plain sheets-1-00 mm thick Sqm 250.00
(D) P.V.C. Sheets ( Approved quality make )
3.54.14 1.3mm thick Sqm 180.00
3.54.15 1.5mm thick Sqm 200.00
0.71 mm thick (22SWG) Weight 2.51 Kg. Sqm.
0.91 mm thick (20SWG) Weight 3.22 Kg. / Sqm
1.22 mm thick (18 swg) Weight 4.31 Kg./Sqm.
Asbestos (A.C.) Corrugated Sheets 6 mm thick
Chapter Code No.
Rate (Rs.)
0.63 mm thick ( 24 SWG) Weight 5.94 Kg./ Sqm.
0.80 mm thick (22 SWG) Weight 8.94 Kg./ Sqm.
1.0 mm thick ( 20 SWG) Weight 8.94 Kg./ Sqm
3.54.16 1.75mm thick Sqm 220.00
3.54.17 2.0mm thick Sqm 240.00
G-163.55 Ply Wood ,AC Sheet and Laminated Sheet
Thickness
3 MM 160 120.00 - - - - - - -
4 MM 190 145.00 - - - - - 80
6 MM 285 240 - - - - -C.G. 95
E.G. 125
8 MM - 270 410 - - - -
C.G. 110
-E.G. 145
OST 325
BST 380
9 MM 274 - - 546 650 - - - -
10 MM - - - - - - -
C.G. 135
-E.G. 170
OST 356
BST 410
12 MM 345 340 560 625 795 -
C.G. 152
-E.G. 195
OST 390
BST 425
16 MM - - - - - - - - -
18 MM 675 575 - - - -
C.G. 225
-
E.G. 285
OST 470
BST 505
19 MM - - 810 - - - - -
25 MM - 705 - - - OST 785
C.G. 330
-E.G. 390
OST 590
BST 650
30 MM - - - - - -
C.G. 380
-E.G. 500
OST 680
BST 760
Laminated Sheet 1mm 265
Laminated Sheet 1.5mm 375
Commercial plywood (Grade-i)
phenol bonded (p.b.) IS : 383-1989
Commercial plywood
(Grade-ii) urea
Shutting plywood phenol
bonded IS : 4998-1981 RA Dec. 90
One side tead plywood IS :
1328 RA Dec. 90
Both side tead plywood IS : 1328 RA –
Dec. 90
Block board IS : 1659
1990
Praticle board IS : 3087
1985 RA – Dec. 90
Fibre board IS : 1658-1977 RA – Dec. 90
Flexo board A.C. Sheet
bonded (U.B.) IS : 383-1989
122 110 (5 mm)
C.G. 225 E.G. 320 OST 465
BST 585
C.G. 318 E.G. 420 OST 555
BST 665
OST 569 BST 825
C.G. 510 E.G. 570 OST 710
BST 810
U.B. – Urea Bonded
P.B. = Phenol Bonded
C.G. = Commer cial
grade
E.G. = Exterior Grade
OST = One Side Teak
BST = Both Side Teak
R.A. = RE - Affirmed
G-17
Chapter Code No. Description Unit Rate (Rs.)
3.56 RamRaj (Pily Mitty) Kg 2.00
3.57 Sand
3.57.1 Cum 300.00
3.57.2 Find sand as per IS 1542 Specifications Cum 250.00
3.57.3 Crusher Sand Cum 100.00
3.58 Sand Paper Doz 13.00
3.59 Spirit Ltr. 80.00
3.60 Soap Ltr. 20.00
3.61 Steel
3.62.1 Kg 42.00
3.62.2 Kg 43.00
3.62.3 Kg 43.00
3.62 Sqm 140.00
3.63 Mild Steel flats (IS:1730-1989) Kg 30.00
3.64 Kg 32.50
3.65 Tor Steel bars above 12 mm dia Kg 32.50
3.66 Mild Steel square bars (IS:1732-1989) Kg 33.00
3.66 Kg 33.00
3.67 Kg 30.00
Coarse Sandas per IS 1542 Specifications
Mild Steel Barbed wire 2.5x or 2.5 x 2.0mm (IS: 278)
Mild steel sheets for tanks (IS : 1730-1989)
Mild Steel sheets for doors ( IS : 1730-1989)
Mild Steel expanded metal 20 X 60 mm stand
Tor Steel bars 12 mm dia & below (IS :1786-1989)
Mild Steel Strictural stell (IS:808-1989) Tees, Angles,Channel & R.S.J. etc
Steel section for window and door frames (IS : 7552-1990)
G-18
Chapter Code No. Description Unit Rate (Rs.)
Stones
3.68 C.R. Masonry stone (Khanda Stone)
3.68.1 Size 15 X 15 X15 Cm. 100Nos 600.00
3.68.2 size 20 X 15 X 15 Cm. 100Nos 700.00
3.68.3 Size 20 X 20 X 15 Cm. 100Nos 760.00
3.68.4 Size 37 X 20 X 15 Cm. 100Nos 1400.00
3.68.5 R.R. Stone Cum 160.00
Stone Slab
3.71
3.71.1 Size upto 900 Sqm Sqm 110.00
3.71.2 Size upto 901 -2000 Sqm Sqm 125.00
3.71.3 Size upto 2001 -4500 Sqm Sqm 150.00
3.71.4 Size above 4500 Sqm Sqm 180.00
(B) Kota Stone Slab (Unpolished) Unit Brown Blue
3.71.5 25mm to 35mm thick Sqm 90.00 110.00
3.71.6 36mm to 45mm thick Sqm 110.00 130.00
3.71.7 46mm to 60mm thick Sqm 130.00 150.00
3.71.8 25mm to 30mm thick white & blue Sqm 100.00
(A) Kota stone slab 25 mm and above thick (semi-polished)
(C) Flag sand stone (unpolished) Kota, Chittor, Modak, Dholpur, Nimbera, Karauli, Budhpura
3.71.9 25mm to 30mm thick red and brown Sqm 90.00
3.71.10 31.to 40 mm thick white and blue Sqm 100.00
3.71.11 31.to 40 mm thick red and brown Sqm 90.00
G-19
Chapter Code No. Description Unit Rate (Rs.)
3.71.12 Sqm 170.00
3.71.13 Sqm 200.00
3.71.14 Sqm 250.00
(E) Jodhpur Stone Slabs.
3.71.15 Sqm 180.00
3.71.16 Sqm 240.00
3.71.17 Sqm 270.00
3.71.18. 40 mm thick Sqm 85.00
3.71.19 Sqm 75.00
(G) White sand stone ( Dholur)
3.71.20 40mm thick Sqm 100.00
3.71.21 30mm thick Sqm 110.00
3.72
3.72.1 Cum 100.00
3.72.2 Cum 100.00
(D) Stand Stone Slab Budhpura and Bijoia quarry
Lengh upto 1.5 m and thickness 50 mm and above
Lengh 1.5 M to 2.5 M and thickness 70 mm and above
Lengh 2.5 4.0 M and thickness 80 mm and above
Lengh upto 2.00 M and thickness 80 mm
Lengh upto 2.00 M and thickness 140 mm
Lengh 2.01 m to 3.0 and thickness 80 mm and above
(F) Red sand Stone slab (unpolished) Dholpur
30 mm thick
Stone Aggregates ( Single Size) at quarry
100 mm nominal size hand broken
75 mm nominal size hand broken
3.72.3 Cum 120.00
3.72.4 Cum 120.00
3.72.5 40 mm nominal size hand broken Cum 120.00
3.72.6 25 mm nominal size hand broken Cum 120.00
G-20
Chapter Code No. Description Unit Rate (Rs.)
3.72.7 40 mm nominal size Crusher broken Cum 300.00
3.72.8 25 mm nominal size Crushr broken Cum 300.00
3.72.9 20 mm nominal size Curshr broken Cum 390.00
3.72.10 12.5 mm nominal size Curshr broken Cum 395.00
3.72.11 10 mm norminal size Curshr broken Cum 400.00
3.72.12 6 mm normianl size Curshr broken Cum 225.00
3.73 Stone Chipping/ Screenga at Quarry
3.73.1 12.5 mm nominal size Cum 260.00
3.73.2 10 mm nominal size Cum 260.00
3.73.3 4.75 mm nominal size Cum 240.00
3.73.4 150.mm nominal size Cum 80.00
3.74 Cum 150.00
3.75 Cum 100.00
3.76 Cum 150.00
3.77 (Surkhi At Kilin) Cum 325.00
3.78 Cum
3.78.1 Dark shade Cum 95.00
63.mm nominal size hand broken
50.mm nominal size hand broken
Stone for masoney work ( At Quray)
Stone for soling work and Kharanja ( At Quarry)
Stone Boudlers having weigh not less than 40 Kg. ( At Quarry)
Tiles (Flooring) Chequered tiles 22mm thick
3.78.2 Medium Shade Cum 90.00
3.78.3 Light Shade Cum 90.00
3.79 10Nos 21.00
G-21
Chapter Code No. Description Unit Rate (Rs.)
3.80
3.80.1 Size 100 X200 X 6 mm 10Nos 60.00
3.80.2 Size 200 X 200 X6 mm 10Nos 120.00
3.80.3 Size 300 X 300 X 8 mm 10Nos 400.00
3.81 Precast Terrzo tiles Unit
3.81.1 Dark Shade Sqm 75.00 90.00
3.81.2 Medium Shade Sqm 80.00 100.00
3.81.3 Light Shade Sqm 90.00 110.00
3.82
3.82.1 Size 1.6mm Sqm 315.00
3.82.2 Size 2.0mm Sqm 385.00
3.82.3 Size 3.2mm Sqm 427.00
3.82.4 P.Ltr 3.50
Tiles (Ceiling)
3.83 Each 75.00
White galzed vireour tiles first quality size 108x108mm
Mat Finished Ceramic tiles of Approved qualiry
20mm thick
24mm thick
Quartz Reinforced vinyl Flooring Tiles of approved quaily/make.
Sintax/ Laxmi/ Plastwell Hindustan PVC Tank
12 mm thick Half perforated Fibre board tiles size 60 X 60 cm. Phenol bondedof aproved quaity/ make.
3.84 Each 63.00
3.85 Timber Ballies
G-22
Chapter Code No. Description Unit Rate (Rs.)
3.85.1 Safeda (Euceptus)
Length
3 M Each 18.00 28.00
4 M Each 23.00 30.00
5 M Each 45.00 55.00
4 M Each 40.00 55.00
3.85.2 Sal Wood 4 M Each 40.00 60.00
Bamboo
3.85.3 25 mm dia 2.5 long Each 8.00
3.85.4 25 mm dia 3.0 long Each 9.00
3.84 Tarpoline Water Proof :
3.84.1 Size 12 x 15 feet Each 750.00
3.84.2 Size 21 x 15 feet Each 1300.00
3.85 Wood (Ist Grade) :
Planks Scantings
3.85.1 Assam Teak and Sheesham Cum 22500.00 21500.00
3.85.2 Babool and Mango Cum 8800.00 8000.00
3.85.3 Chir Cum 12500.00 11500.00
3.85.4 Sal Cum 27000.00 26000.00
3.85.5 Teak (M.P.) Cum 42000.00 41000.00
12 mm thick perforated particle Board Phenol Bonded size 60 X 60 cm
80mm top dia
100mm top dia
3.85.6 Chair Sleeper 10' x 5 x 12' Each 1200.00
3.85.7 Chair Sleeper 10' x 5 x 12' Each 1300.00
3.85.8 For IInd grade deduct 10%.
3.88 Varnishes (IS : 337 to 339) :
3.88.1 Ordinary Varnish Ltr. 20.00
3.88.2 Superior Copal Varnish Ltr. 65.00
3.88.3 Superior Clear Varnish Ltr. 72.00
G-23
Chapter Code No. Description Unit Rate (Rs.)
3.89 Whiting Qtl. 170.00
3.90 Wire Mesh
3.90.1 14 mesh x 24.0 gauze Sqm. 80.00
3.90.2 14 mesh x 25.5 gauze Sqm. 60.00
3.90.3 12 mesh x 25.5 gauze Sqm. 55.00
3.91 Welded Mesh :
3.91.1 16 SWG and 20 mm square Sqm 115.00
3.91.2 14 SWG and 25 mm square Sqm 120.00
3.92 Wire creates (Hot dipped G.I.) :
3.92.1 5 mm dia mesh size 15 x 15 cm. Sqm 65.00
3.92.2 4 mm dia mesh size 15 x 15 cm. Sqm 45.00
3.92.3 4 mm dia mesh size 100 x 10 cm. Sqm 70.00
3.93 White Cloth (Rezy 36 inch width) Mtr. 20.00
3.94
3.94.1 Size 50 x 50 x 3.15 mm Sqm 110.00
Wire Fencing (Chain Link, Galvanized) :
3.94.2 Size 62 x 62 x 3.15 mm Sqm 100.00
3.94.3 Size 75 x 75 x 3.15 mm Sqm 90.00
3.94.4 Size 100 x 100 x 3.15 mm Sqm 80.00
3.95
3.95.1 Size 2.5 x 2.5 mm Kg. 25.00
3.95.2 Size 2.5 x 2.00 mm Kg. 25.00
3.96 Binding Wire Kg. 35.00
Wire Fencing (Barbed Wire, Galvanlized (IS : 278-1978-RA-1991)
G-24
CHAPTER : G-4MATERIAL FOR SERVICES
NOTE :
1
2 White Vitreous China (W.V.C.) ware rates are for first quality of approved make.
3
Description Unit
4.1
4.1.1 For Flushing Cistern Pair 80.00
4.1.2 For Wash Basin Pair 80.00
4.2 Chain
4.2.1 Each 6.00
4.2.2 Chromium platd (C.P.) Brass Chain Each 10.00
Plug 32 mm dia
4.2.3 Each 19.00
4.3 Channels
4.3.1 Each 241.00
4.3.2 Each 360.00
The rates are exclusive of Contractor’s Profit, Overheads but including Octroi, Royalty, Sales Tax and Other taxes and Supply at PWD Stores/Site of work.
Rates of Chromium plated (C.P.) brass fitting Synthetic Metal fittings, Rigid PVC pipes are for approved quality.
Chapter Code No.
Rate (Rs.)
Bracket Cast Iron (C.I.) and M.S. (IS 775-1970-second revision)
Galvanised Iron (G.I.) Chain with Pulg
Chromium platd (C.P.) Brass Chain Plug 40 mm dia
White vitreous china (W.V.C.) (Ist Quality) 10 x 60cm (IS : 2556 Pt. Vii)
White vitreous china (W.V.C.) (Ist Quality) 15 x 60cm (IS : 2556 Pt. Vii)
G-25
Description Unit
4.3.3 Each 35.00 25.00
10 x 60 cm
4.3.4 -do- 15 x 60 cm Each 70.00 46.00
4.3.5 -do- 20 x 60 cm Each 100.00 70.00
4.3.6 -do- 23 x 60 cm Each 147.00 95.00
4.3.7 -do- 25 x 60 cm Each 234.00 105.00
4.3.8 -do- 30 x 60 cm Each 325.00 125.00
4.4 Cisten
4.4.1 Each 990.00
4.4.2 -do- With cover Each 600.00
4.4.3 -do- shell only Each 400.00
4.4.4 -do- Cover only Each 243.00
4.4.5 Each 1350.00
4.4.6 -do- With cover Each 750.00
4.4.7 -do- shell only Each 550.00
4.4.8 -do- Cover only Each 215.00
Chapter Code No.
Rate (Rs.)
Stone ware (S.W.) (IS: 2556) ‘A’ Grade
(a) Low Level (IS: 774-1984-RA Aug. 1990)
White Vitreous China (W.V.C.) Ist quality complete set.
White Vitreous China (W.V.C.) Ist quality for syphonic EWC-Complete Set.
G-26
Description Unit
4.4.9 Each 175.00
4.4.10 Cistern fittings, complete set ofapproved make. Each 690.00
4.4.11 Each 770.00
4.4.12 Each 600.00
4.4.13 Each 750.00
4.4.14 Each 520.00
4.4.15 Each 455.00
4.4.16 Each 260.00
4.4.17 -do - 10 Ltr. Each 340.004.4.18 -do - 15 Ltr. (d) Cistern Fittings Each 855.00
4.4.19 Each 170.00
(Long) 67 X22 cm (for Orrisa Pan)
4.4.20 Each 75.00
(Samll) 37X22cm
Chapter Code No.
Rate (Rs.)
White Vitreous China (W.V.C.) Ist quality for syphon with plunger plate.
Cistern fittings, complete set of approved make for syphonic cistern.
White PVC cistern complete with white bend
White PVC cistern complete with chromium plated (C.P.) bend
Cast Iron (C.I.) IS complete with IS Ball valbe like A-I (JW) (C) Automatic Flushing (IS 2326:1987)
White Vitreojus China ( W.V.C) Ist quality with copper tube polythene syphon and control cock 10 Ltr.
Cast Iron (C.I) complete with complete with copper tube syphon and control cock-5 Ltr.
Chromium plated (C.P.) bend 900gram
Chromirm plated (C.P.) Bend 400 gram
4.4.21 Each 45.00
G-27
Description Unit
4.4.22 Each 22.00
4.4.26 Each 40.00
4.4.27 Each 40.00
4.4.28 Each 50.00
4.4.29 Copper tube siphon (Shalimar make) Each 120.004.5 Bib Taps (IS : 8931 : 1978)
4.5.1 Chromium plated (C.P.) Brass ofapproved make 15mm, 400gm Each 150.00
4.5.2 each 301.00
4.5.2 Each 493.00
4.5.3 Each 445.00
4.5.4 Each 387.00
4.5.5 Each 300.00
4.5.8 Synthetic Metal Each 100.00
4.5.9 Synthetic Metal Fancy Each 120.00
4.5.10 Synthetic Metal long body Each 140.00
4.5.11 Synthetic Metal Push type Each 65.00
Chormirm polyvinylchloride (PVC) Bend Heavy (Long)
Chapter Code No.
Rate (Rs.)
Chromirm Polyvinylchloride (PVC) Bend Heavy (Small)
Plastic Syphon for auto flush tank-5 Ltr.
Plastic Syphon for auto flush tank-10 Ltr.
Plastic Syphon for auto flus tank -15 Ltr.
Swan Neck (C.P.) Brass 15mm, 690gms
Chromium Plated (C.P.) Brass long nose (IS : 810 gms)
Chromium Plated (C.P.) Brass Elbow action 690 gms
Chromium Plated (C.P.) Brass Long Body 690 (IS)
Chromium Plated (C.P.) Brass Push type 690gms
4.5.12 Brass 400gm Each 150.00
4.5.13 Brass non IS 400gm Each 65.00
G-28
Description Unit
4.5.14 P.V.C.(Heavy) IS 9763-1988 Each 35.00
4.5.15 Each 15.00
(B) Stop Taps (IS:8931-1978)
4.5.16 Each 150.00
4.5.18
with cap 15mm Each 450.00
4.5.19
with sliding Cap 15mm Each 450.00
4.5.20 Chromium Plated (C.P.) Brass angle
stop cock 15mm Each 200.00
4.5.23 Synthetic metal 15mm Each 93.00
4.5.25 Synthetic metal concealed 15mm Each 150.00
4.5.27 Brass 400 gm (non IS) 15mm Each 140.00
Chapter Code No.
Rate (Rs.)
Poly Vinyl Chloride ( P.V.C.) of approved make
Chromium plated (C.P.) Brass of approved make 15mm 400gm (IS)
Chromium Plated (C.P.) Brass concealed
Chromium Plated (C.P.) Brass concealed
4.5.28 Brass 400 gm (IS) 15mm Each 150.00
4.5.29 Brass 750.gm 20mm Each 190.00
G-29
Description Unit
4.5.30 Brass 1350 gm 25mm Each 326.00
4.5.31 Swinging spout 15mm Each 385.00
4.5.32 Casted spout 15mm Each 430.00
(D) Pillar Cock (IS : 1795-1982)
4.5.33 C.P. Brass of approved make15 mm Each 377.00
(Elbow action) 15 mm
4.5.35 Chromium plated (C.P.) Brass 20 mm Each 450.00
4.5.36 Chromium plated (C.P.) Brass 15 mm Each 100.00
(E) Flush Cocks
4.5.38
make push type ( for Urinal) 15 mm Each 135.00
4.5.39
make push type (for Urinal) 20 mm Each 277.00
Chapter Code No.
Rate (Rs.)
(C) Sink Cock C.P. Brass of approved make-
Chromium plated (C.P) Brass or approved
Chromium plated (C.P.) Brass of approved
4.5.40
exposed 25mm Each 536.00
4.5.41 - do - Concealed 25mm Each 580.00
4.5.42
half turn Exposed 25 mm Each 550.00
4.5.43 -do - Concealed 25 mm Each 555.00
G-30
Description Unit
4.5.44 Each 280.00
(F) Mixers (15mm)
4.5.45 Each 1070.00
4.5.46 Each 1250.00
4.5.47
swinging spout ’J’ Pipe Each 1250.00
4.5.48
casted spout swinging Each 1250.00
4.5.49 C.P wall mixer non telephonic Each 1070.00
4.5.50
crutch,but without telephonic shower Each 1570.00
4.5.51 Elbow action surgical basin mixer Each 1225.00
4.5.52 Chromium plated (C.P) Elbow actionsurgical wall tupe mixer with shower Each 1625.00
Chromium plated ( C.P.) Brass push type
Chromium plated (C.P.) Brass approved make
Chapter Code No.
Rate (Rs.)
Brass/Gum metal half turn weight 1 Kg. 25mm
Chromium plated (C.P.) one hole or close hole basin mixer with Casted spout
Chromium Plated (C.P.) one hole basin mixer with swinging spout casted
Chromium plated (C.P.) sink mixer with
Chromium plated (C.P.) sink mixer with
Chromium plated (C.P.) Wall mixer with
(D) Divertors (15mm)
4.5.53
bath spout with mixing valve Each 1373.00
4.5.54 Each 1485.00
4.5.55
way divertor Each 1515.00
4.5.56 C.P. concealed three way divertor Each 1405.00
G-31
Description Unit
4.5.57
way divertor Each 773.00
4.5.58
type 32mm Each 1400.004.5.59 -do - Push type 32 mm Each 1500.00
4.5.60 -do- Economy model 32 mm Each 1000.00
4.5.61 -do- Urinal 25 mm Each 900.00
(I) Laboratory & Gas Cocks
4.5.62 C.P. Lab (Heavy ) One way Each 200.00
4.5..63 - do - Two way Each 280.00
4.5.64 -do - Three way Each 325.00
4.5.65 - do - Four way Each 400.00
4.5.66 Each 90.00
4.5.67 - do - Two way Each 95.00
Chromium plated (C.P.) Tip tone divertor
Chrouium plated (C.P.) Concealed five drivertor
Chromium plated (C.P.) Concealed five
Chapter Code No.
Rate (Rs.)
Chromium plated (C.P.) concealed two
Chromium plated (C.P.) Flush valve Lavel
Chromium plated (C.P.) Gas Cock One way
4.5.68 - do - Three way Each 100.00
4.5.69 - do -Foue way Each 110.00
(J) Angle Value
4.5.70 Each 247.00
4.5.72
with 37 cm long pipe and nut Each 352.00
4.5.73
with 45 cm long pipe and nut Each 100.00
G-32
Description Unit
(K) Ball Cocks with Rod and Ball
4.5.74 Brass (IS) 400 gm 15mm Each 120.00
4.5.75 Brass non IS 750gm 20 mm Each 205.00
4.5.76 - do - 1000 gm 20 mm Each 225.00
4.5.77 - do - 1000 gm 32 mm Each 226.00
4.5.78 - do - 1200gm 40 mm Each 395.00
4.5.79 -do - 2000 gm 50 mm Each 411.00
4.5.80 Synthetic metal with Aluminium
Rod & Ball 15 mm Each 108.00
4.5.81 -do - 20 mm Each 156.00
4.5.82 - do - 25 mm Each 360.00
4.5.83 -do - 50 mm Each 999.00
4.5.84 Each 20.00
4.5.85 Copper ball only Each 90.00
(L) Extension Pipe
Chromium plated (C.P.) Inlet connection 15mm
Chromium plated (C.P.) Inlet connection
Chromium plated (C.P.) Inlet connection
Chapter Code No.
Rate (Rs.)
Poly Vinyl Chloride ( P.V.C.) Ball only ( IS)
4.5.86 Each 50.00
4.5.87 - do - 100 X15mm Each 70.00
4.5.88 -do - 150 X 15 cm Each 100.00
(M) Connection Pipes
4.5.89 Each 20.00
4.5.90 -do - 37.cm Each 25.00
4.5.91 -do - 45.cm Each 35.00
4.5.92 -do- 60 cm Each 40.00
G-33
Description Unit
4.5.93 Each 30.00
4.5.94 - do - 37 cm Each 40.00
4.5.95 -do - 45cm Each 50.00
4.5.96 -96 - 60cm Each 70.00
4.6 Covers ( IS:1726-1991)
4.6.1
dia 40cm 6 Kg. Each 108.00
4.6.2 -do - dia 45 cm 11 Kg. Each 198.00
4.6.3 - do-dia 45cm18 Kg. Each 324.00
4.6.4 -do - dia 45cm 25 Kg. Each 450.00
4.6.5 -do - dia 45 cm 38.Kg. Each 684.00
4.6.6 -do - dia 45cm 55Kg. Each 990.00
4.6.7
Chromium plated (C.P.) Brass 50X15cm
Poly Vinyl Chloride (P.V.C.) Connection pipe with Chromium plated ( C.P.) nuts on both sides of approved make 30. cm
Chapter Code No.
Rate (Rs.)
Chromium plated ( C.P.) Copper of approved make completd 30 mm
Cast Iron (C.I.) cover with frame Round
Cast iron (C.I.) Cover with frame Square
20 x20 cm Kg. Each 54.00
4.6.8 - do- 30 x 30 cm 5 Kg. Each 90.00
4.6.9 -do - 30 x 30 cm 7 Kg. Each 126.00
4.6.10
buty 450 mm dia Each 276.00
4.6.11 Medimu duty 12 Kg. fram 500 dia Each 600.00
4.6.12 Heavy duty 25 Kg. frame 500 dia Each 1800.00
4.6.13 Seal Type medium duty 500 mm dia Each 1200.00
4.6.14 Square cover 300 X 300 mm Each 114.00
4.6.15 Each 156.00
G-34
Description Unit
4.6.16 - do - 450 mm dia Each 144.00
4.6.17 -do - 400 mm dia Each 108.00
4.6.18 -do - 600 X 600 mm ( double seal) Each 222.00
4.6.19 -do - 600 X 450 mm Each 192.00
4.6.20 - do - 450 X 450 mm Each 150.00
4.6.21 -do - 300 X300 mm Each 54.00
4.6.22 - do - 250 X 250 mm Each 42.00
4.6.23 -do - 180 X 180 mm Each 31.00
4.7 Cleaning prower ( Detergent) Kg. 21.00
4.8 Foot Rest (IS:2556pt. X-1974)
4.8.1 Each 120.00
Ferro cement with 5 Kg. C.I. frame light
R.C.C. Manhole cover with ring ( light duty) 600 mm dia (double seal)
Chapter Code No.
Rate (Rs.)
W.V.C. Ist quality size 250 X 130 X 30 mm
4.8.2
(Foot Step) C.I. Foot Step Kg. Each 42.00
4.8.3 -do- 3 Kg. Each 60.00
4.9 Grating
4.9.1 Cast Iron ( C.I.) all sizes & all types Each 30.00
4.9.2
make 100mm dia Each 32.00
4.9.3 - do- 150mm dia Each 35.00
4.9.4
make (heavy) 125 mm dia. Each 50.00
G-35
Description Unit
4.9.5 Each 20.00
4.9.6 Synthetic metal 125mm dia Each 30.00
4.9.7 - do - 150 X 150mm Each 60.00
4.10 Liquid Soap Containers
4.10.1 Each 150.00
4.10.2 Syntehtic Metal Each 110.00
4.11 Meters (IS:779-1978)
4.11.1 Water Meter (Domestic type) 15mm Each 575.00
4.11.2 - do -20 mm Each 1050.00
4.11.3 - do - 25 mm Each 1440.00
4.12 Mirrors
4.12.1 5 mm Each 220.00
4.12.2 4 mm Each 200.00
White Vitreous China ( W. V. C.) Ist qualty
Chromium plated (C.P.) Brass of approved
Chromium plated (C.P.) Brass of approved
Chapter Code No.
Rate (Rs.)
Stainless Steel doom grating 125mm dia
Chromium plated (C.P.) Brass of approved make
4.12.3 4 mm approved make Each 180.00
4.12.4
500 X 400 mm Each 200.00
4.12.5 - do - 600 X 450 mm Each 300.00
4.12.6 -do - 500mm dia Each 320.00
4.12.7 Each 300.00
4.13 Pipe
(A) Asbestos Cement (3mtr length) ISI Non ISI
4.13.1 50mm dia (IS) Each 39.00 30.00
4.13.2 75mm dia (IS) Each 44.00 33.00
4.13.3 100mm dia (IS) Each 50.00 39.00
4.13.4 150mm dia (IS) Each 66.00 44.00
G-36
Description Unit
Unit
4.13.5 Bend Plain Each 13.00 14.00 18.00 36.00
4.13.6 Bend Door Each 18.00 22.00 24.00 48.00
4.13.7 Tee Plain Each 17.00 20.00 25.00 46.00
4.13.8 Tee Door Each 24.00 26.00 30.00 -
4.13.9 Tee Double Plain Each 30.00 31.00 36.00 -
4.13.10 Tee Double Door Each 31.00 35.00 42.00 -
4.13.11 Soil or Vent ( S.V.) Cowel Each 17.00 20.00 24.00 36.00
4.13.12 Cement Concrete (C.C.) Cowel Each 20.00 29.00 25.00 36.00
With P .V. C. frame of approved make size
4mm Bevelled edge mirror make with 4 mm hard board and Chromium plated (C.P.) Screws size 600 X 450 mm
Chapter Code No.
Rate (Rs.)
(B) Asbestos Corrugated (A.C.) Pipe Fittings (Non-IS)
50mm dia
75 mm dia
100 mm dia
150 mm dia
4.13.13 Rain Water ( R.W.) Head Each 20.00 23.00 25.00 36.00
4.13.14 Socket Each 6.00 7.00 10.00 14.00
4.13.15 Shoe Each 10.00 13.00 17.00 24.00
4.13.16 Offset 75mmgap Each 17.00 20.00 26.00 30.00
4.13.17 Offset 150 mm gap Each 18.00 23.00 30.00 34.00
4.13.18 Offset 220 mm gap Each 22.00 23.00 31.00 36.00
Unit
4.13.19 Pipe Single Socket (180cm long) Each 324.00 390.00 552.00 810.00
4.13.20 Pipe double Socket (180cm long) Each 372.00 450.00 552.00 930.00
4.13.22 Plain Bend Each 48.00 60.00 72.00 192.00
G-37
Description Unit
4.13.22 Double Door Bend Each 60.00 72.00 84.00 252.00
4.13.23 Plain Tee Each 102.00 126.00 180.00 450.00
4.13.24 Door Tee Each 96.00 120.00 156.00 390.00
4.13.25 Socket (Loose collar) Each 34.00 48.00 60.00 120.00
4.13.26 P-trap Each - 144.00 180.00 -
4.13.27 Door Cross Each - 270.00 330.00 -
4.13.28 Double door ’Y’ tee Each - 150.00 210.00 420.00
4.13.29 Offset Each - 120.00 174.00 -
4.13.30 Cowel Each - 60.00 84.00 -
(C) Cast Iron (C.I) Soil Pipe and Pipe Fitting (IS : 1230-1979 (2nd Revision)
50mm dia
75 mm dia
100 mm dia
150 mm dia
Chapter Code No.
Rate (Rs.)
4.13.31 Nahni trap 100X100mm Each - - - 126.00
4.13.32 Nahni trap 100X75mm Each - - - 108.00
4.13.33 Nahni trap 100X 50mm Each - - - 86.00
4.13.34 Shoe Each - 72.00 96.00 -
4.13.35 Pig Lead Kg. - - - 48.00
4.13.36 Hemp/Sun Kg. - - - 18.00
4.13.37 Fuel wood Kg. - - - 1.00
(D) Flush pipe
4.13.38 Each 260.00
4.13.39 Double stall urinals Each 300.00
4.13.40 Three stall urinals Each 400.00
4.13.41 Four stall urinal Each 550.00
G-38
Description Unit
4.13.42 Each 105.00
4.13.43 32mm dia Each 125.00
4.13.44 Galvanised Iron (G.I.)Flush pipe
complete dia - 25mm Each 230.00
4.13.45 32mm dia ‘Each 300.00
4.13.46 Poly Vinyl Chlorde (P.V.C.) Flush
pipe dia -32 mm Each 70.00
Unit
Chromium plated (C.P.) Brass with Union, Spreaders and clamps (Elbow type) for single stall Urinals
Chapter Code No.
Rate (Rs.)
Galvanised Iron (G.I.(Sheet) Flush pipe complet dia 25mm
(E) Galvanised Iron (G.I.) Pipe (IS: Mark)
Light `A' Class
Light `B' Class
4.13.47 15 mm dia Mtr. 53.00 60.00
4.13.48 20mm dia Mtr. 73.00 80.00
4.13.49 25mm dia Mtr. 98.00 113.00
4.13.50 32mm dia Mtr. 125.00 145.00
4.13.51 40mm dia Mtr. 157.00 168.00
4.13.52 50mm dia Mtr. 194.00 223.00
4.13.53 65mm dia Mtr. 265.00 285.00
413.54 80mm dia Mtr. 313.00 377.00
4.13.55 100 mm dia Mtr. 455.00 540.00
4.13.56 125 mm dia Mtr. 600.00 700.00
4.13.57 Elbow15mm dia Each 7.0020mm dia Each 12.0025mm dia Each 18.0032mm dia Each 29.0040mm dia Each 38.0050mm dia Each 61.0065mm dia Each 104.0080mm dia Each 151.00100mm dia Each 276.00125mm dia Each 732.00150mm dia Each 960.00
G-39
Description Unit
4.13.58 Tee15mm dia Each 11.0020mm dia Each 17.0025mm dia Each 26.0032mm dia Each 39.0040mm dia Each 55.0050mm dia Each 85.0065mm dia Each 132.0080mm dia Each 186.00100mm dia Each 354.00125mm dia Each 960.00150mm dia Each 1104.00
4.13.59 Socket (IS)15mm dia Each 6.00
(F) Galvanised Iron (G.I.) Pipe Fittings
Chapter Code No.
Rate (Rs.)
20mm dia Each 10.0025mm dia Each 13.0032mm dia Each 20.0040mm dia Each 26.0050mm dia Each 41.0065mm dia Each 71.0080mm dia Each 102.00100mm dia Each 180.00125mm dia Each 480.00150mm dia Each 672.00
4.13.60 Union (IS)15mm dia Each 21.0020mm dia Each 30.0025mm dia Each 44.0032mm dia Each 64.0040mm dia Each 78.0050mm dia Each 118.0065mm dia Each 240.0080mm dia Each 331.00100mm dia Each 432.00125mm dia Each 972.00150mm dia Each 1188.00
4.13.61 Hex Nipple15mm dia Each 7.0020mm dia Each 11.0025mm dia Each 19.0032mm dia Each 28.00
G-40
Description Unit
40mm dia Each 38.0050mm dia Each 52.0065mm dia Each 107.0080mm dia Each 137.00100mm dia Each 184.00
4.13.62 Flanges15mm dia Each 20.0020mm dia Each 28.0025mm dia Each 46.0032mm dia Each 54.0040mm dia Each 64.0050mm dia Each 46.00
Chapter Code No.
Rate (Rs.)
65mm dia Each 140.0080mm dia Each 168.00100mm dia Each 240.00125mm dia Each 516.00150mm dia Each 638.00
4.13.63 Plug (Heavy)15mm dia Each 3.0020mm dia Each 6.0025mm dia Each 7.0032mm dia Each 11.0040mm dia Each 14.0050mm dia Each 23.0065mm dia Each 32.0080mm dia Each 49.00100mm dia Each 84.00125mm dia Each 114.00150mm dia Each 198.00
4.13.64 Check Nut15mm dia Each 7.0020mm dia Each 9.0025mm dia Each 13.0032mm dia Each 19.0040mm dia Each 23.0050mm dia Each 41.0065mm dia Each 55.0080mm dia Each 72.00100mm dia Each 107.00125mm dia Each 134.00150mm dia Each 214.00
G-41
Description Unit
4.13.65 Solid Plug (Black)15mm dia Each 7.0020mm dia Each 9.0025mm dia Each 14.0032mm dia Each 21.0040mm dia Each 34.0050mm dia Each 42.0065mm dia Each 56.0080mm dia Each 85.00100mm dia Each 107.00125mm dia Each --
Chapter Code No.
Rate (Rs.)
150mm dia Each --
4.13.66 Cap Plug (Black)15mm dia Each 5.0020mm dia Each 7.0025mm dia Each 11.0032mm dia Each 18.0040mm dia Each 21.0050mm dia Each 26.0065mm dia Each 37.0080mm dia Each 49.00100mm dia Each 96.00125mm dia Each --150mm dia Each --
4.13.67 Hose Concrete15mm dia Each --20mm dia Each --25mm dia Each --32mm dia Each --40mm dia Each 49.0050mm dia Each 79.0065mm dia Each 145.0080mm dia Each --100mm dia Each --125mm dia Each --150mm dia Each --
4.13.68 Hose Coller15mm dia Each --20mm dia Each 11.0025mm dia Each 18.0032mm dia Each 26.0040mm dia Each 39.00
G-42
Description Unit
50mm dia Each 55.0065mm dia Each 94.0080mm dia Each 138.00100mm dia Each 156.00125mm dia Each --150mm dia Each --
Chapter Code No.
Rate (Rs.)
Unit 75mm 110mm
4.13.69 Pipe Single Socket Mtr 69.00 138.00
4.13.70 Pipe Double Socket Mtr 81.00 144.00
4.13.71 Pipe 60cm long Each 69.00 109.00
4.13.72 Pipe 120cm long Each 104.00 198.00
4.13.73 Pipe 180cm long Each 150.00 288.00
4.13.74 Pipe single socket 180cm Each 144.00 276.00
4.13.75 Coupler Each 39.00 56.00
4.13.76 Reducer 110 x 75 Each - 54.00
4.13.77 Plain Tee Each 63.00 113.00
4.13.78 Door Tee Each 76.00 125.00
4.13.79 Cleaning Pipe Each 79.00 139.00
4.13.80 Door 'Y' Each 102.00 171.00
4.13.81 Double 'Y' Each 112.00 184.00
4.13.82 Double Door 'Y' Each 135.00 228.00
4.13.83 Bend 4 Degree Each 44.00 74.00
4.13.84 Bend 87.5 degree Each 53.00 85.00
G-43
Description Unit
4.13.85 Door Bend (Top Side) Each 74.00 110.00
4.13.86 Bend ( L & R Side) Each 89.00 -
(G) Poly Vinly Chloride (PVC) Soil, Waste pipes & fittings (IS: 4985- 1987)
Chapter Code No.
Rate (Rs.)
4.13.87 Vent Cowel Each 21.00 25.00
4.13.88 Socket Plug Each 33.00 41.00
4.13.89 Door Cap Each 16.00 25.00
4.13.90 Pipe Clip Each 9.00 14.00
4.13.91 W.C. Connector Each - 120.00-
4.13.92 Plain Floor trap Each - 122.00-
4.13.93 Multi Floor trap Each - 141.00
(H)
4.13.94 Stone ware (S.W.) Pipe 'A' Grade-100mm x 60 mm Each 35.00
4.13.95 -do- 150 mm x 60 mm Each 65.00
4.13.96 -do- 200 mm x 60 mm Each 110.00
4.13.97 -do- 225 mm x 60 cm Each 140.00
4.13.98 -do- 250 mm x 60 cm Each 195.00
4.13.99 -do- 300 mm x 60 cm Each 286.00
4.13.100 SW Channel 60cm long
75mm Each 24.00100mm Each 26.00150mm Each 42.00200mm Each 55.00225mm Each 62.00250mm Each 82.00300mm Each 149.00
G-44
Description Unit
4.13.101 Single Junction tee angle 60cm long75mm Each 78.00100mm Each 74.00
Stone Ware (S.W.) Pipes (IS : 651-1992)
NOTE : FOR "AA" GRADE ADD 10%
Chapter Code No.
Rate (Rs.)
150mm Each 119.00200mm Each 164.00225mm Each 196.00250mm Each 305.00300mm Each 461.00
4.13.102 Doube Junction Tee angle 60cm long75mm Each 120.00100mm Each 114.00150mm Each 180.00200mm Each 227.00225mm Each 281.00250mm Each 445.00300mm Each 600.00
4.13.103 Bend75mm Each 52.00100mm Each 55.00150mm Each 118.00200mm Each 140.00225mm Each 187.00250mm Each 227.00300mm Each 352.00
4.13.104 Gully Trap Square Mouth75mm Each -100mm Each 62.00150mm Each 71.00200mm Each -225mm Each 218.00250mm Each -300mm Each 515.00
4.13.105 Master Trap75mm Each -100mm Each 172.00150mm Each 250.00200mm Each -225mm Each 577.00250mm Each -300mm Each 1326.00
NOTE : FOR 'AA' GRADE ADD 10%4.14 (A) Sinks
4.14.1 Each 2000.00
G-45
Description Unit
White vitreous China (W.V.C.) Ist quality Kitchen Sink 60x46x20cm (IS:771 Pt.2) 1985
Chapter Code No.
Rate (Rs.)
4.14.2 Each 1600.00
4.14.3 -do- 60x45x25cm Each 2000.00
4.14.4
Each 1275.00
4.14.5 -do- 50x35x15cm Each 775.00
4.14.6 -do- 45 x 30 x 15cm Each 775.00
4.14.7 Each 300.00
4.14.8 -do- 45 x 45 x 15cm Each 200.00
4.14.9 -do- 45 x 30 x 15cm Each 150.00
4.14.10Each 300.00
4.14.11
Each 1326.00
4.14.12 -do- 20 x 16 x 7 inch Each 1985.00
4.14.13 -do- 20 x 16 x 8 inch Each 2045.00
4.14.14Each 2340.00
4.14.15Each 3900.00
(B) Sink Fittings :
4.14.16Each 650.00
4.14.17 -do- 60 x 45 cm Each 700.00
4.14.18 -do- 50 x 35 cm Each 600.00G-46
Fire Clay Ist quality Kitchen Sink 60x45x25cm
White vitreous China (W.V.C) (IS: 2556 Part V) Ist quality Lab Sink 53x43x18cm
Marble chips Kitchen sink 60x45x15cm
Marble chips kitchen sink with drain board 120x45 cm
Marble chips kitchen coupling of approved make Bowel size 16x14x6 inch
With drain board 16x14x6.5 inch over all size 37 1/2x18 1/2 inch
With drain board 16x14x6.5 inch over all size 37 1/2x20 1/2 inch
White Vitreous China (W.V.C.) (IS) Ist quality Drain board 53 x 45 cm
Description Unit
4.14.19 Each 2150.00
4.15 Shower (IS : 2556 Part xi)
4.15.1White Vitreous China (W.V.C.) Istquality 15 mm Each 90.00
4.15.2Each 150.00
4.15.3
Each 300.00
4.15.4 Chromium plated (C.P.) Brass fixed. Each 100.00
4.16 Shower Arm :
4.16.1 Each 100.00
4.16.2 -do- 22 cm long Each 150.004.16.3 -do- 30 cm long Each 175.004.16.4 -do- 37 cm long Each 200.00
4.17 Soap Tray and Dish :
4.17.1 Each 96.00
4.17.2 -do- 216 x 108 mm Each 144.00
4.17.3 -do- 150 x 150 mm Each 120.00
4.17.4 Each 72.00
4.17.5 -do- 380 mm Each 120.00
4.17.6 Chromium plated (C.P.) Brass (Light) Each 84.00
4.17.7 Each 132.00
4.18 Tanks :4.18.1 R.C.C. 240 Liters. Each 480.004.18.2 R.C.C. 540 Liters. Each 660.00
Chapter Code No.
Rate (Rs.)
Stainless Steel 60 x 45cm (24x18 inch)
Chromium plated (C.P.) Brass of approved make 15 mm
Chromium plated (C.P.) Brass revolving with adjustable way
Chromium plated (C.P.) Brass of approved make 15 cm long.
W.V.C. (IS) Ist quality (Recessed) 108x108mm
White Vitreous China (W.V.C.) (IS) Ist quality soap tray 170mm
Chromium plated (C.P.) Brass (Heavy)
G-47
Description Unit
4.18.3 Ltr. 5.00
4.18.4 -do- 401 to 1000 Liters. Ltr. 5.00
4.18.5 -do- 1001to 2000 Litres Ltr. 5.00
4.19 Towel Rail and Rings
4.19.1
qualuty recessed 108 X10mm Each 196.00
4.19.2
Elbow type of approved make 450mm Each 242.00
4.19.3 -do-600mm Each 276.00
4.19.4 Each 115.00
4.19.5 -do- 600 X 20mm Each 138.00
4.19.6 Ech 104.00
4.19.7 Each 115.00
4.19.8 -do - 67.5X90X75mm Each 138.00
‘4.19.9 Syntehtic metal Towel ring Each 92.00
4.20 Toilet Paper Holder
4.20.1
Exposed 150 X 150 mm Each 104.00
4.20.2 -do- Recessed 150X150mm Each 115.00
Chapter Code No.
Rate (Rs.)
Poly vinyl Chloride (PVC) of approved make Capacity upto 400 Liters.
White Vitreous China (W.V.C.) (IS)Ist
Chromium plated (C.P.) Brass Towel rail
Chromium plated (C.P.) Brass Towel rail Elbow type with brackets (Oridnary make) 450. X 20mm
Chromium Plated (C.P.) Brass Towel ring ( Heavy)
Syntehtic metal Towel rail 52.X90 X75.mm
White Vitreous China (W.V.C.) Ist quality (IS)
4.20.3 C.P. Brass ( Light) Each 86.00
4.20.4 -do- (Heavy & Superior ) Each 144.00
G-48
Description Unit
4.21 Twin Pegs
Chromium plated (C.P.) Brass Each 23.00
4.21.2 Chromium plated (C.P.) Brass Heavy Each 58.00
4.21.3 Acrylic Each 26.00
4.22 Trap (IS:2556 Part xiii & xii)
4.22.1 Each 125.00
4.22.2 Cast Iron (C> I(IS) trap.75mm Each 135.00
4.22.3 -do-100mm Each 175.00
4.22.4 Cast Iron (C.I) Nahni trap 100X75mm Each 130.00
4.22.5 -do- 100 X 50MM Each 125.00
4.22.6 Each 200.00
4.22.7 Each 336.00
4.22.8 -do- 40mm Each 400.00
4.22.9 Each 75.00
‘ 4.22.10 Synthetic Metal Bottle trap 32mm Each 280.00
4.22.11 -do- Each 295.00
4.23 Toilet Shelf
4.23.1
size 300mm Each 110.00
4.23.2 -do- 500mm Each 200.00
Chapter Code No.
Rate (Rs.)
White Vitreous China (W. V.C.) Ist quality P or S tart 100mm
Chromium plated (C.P.)Bottle trap (Light) 32mm
Chromium plated (C.P.) Bottle trap ( Heavy) 32mm
Poly Vinyl Chloride (P.V.C.) Bottle trap 32mm
White Vitreous China (W.V.C.) Ist quality (IS)
4.23.3 Synthetic Metal Each 150.00
423.4 Each 150.00
G-49
Description Unit
4.24 Tooth Paste Holder
4.24.1 Chormium palted (C.P.) Brass Each 48.00
4.24.2 Each 108.00
4.24.3 Stainless steel Each 126.00
4.25
4.25.1
Flat back 465 X 365 x265mm Each 348.00
4.25.2
Each 1560.00
4.25.3
455X385X350mm Each 624.00
4.25.4
600 X350mm Each 456.00
4.25.5 -do-450X250mm Each 360.00
4.25.6
plate 430. X 370X340mm Each 420.00
4.25.7
plate 680X615X315mm Each 420.00
Hard Plaxtec approved make size 60X145mm
Chapter Code No.
Rate (Rs.)
Chromium plated (C.P) Brass Heavy and superior
(A) Urinals (IS 2556 Part VI Sec.1,2,3 & 4)
White Vitrecous China (W.V.C.) (IS) Ist quality
White Vitreous china (W.V.C.)Ist quality (IS) large
Flat back or half stall 610 X 400 X380mm
White vitreous china (W.V.C.) mini stall
White Vitreous china ( W.V.C.) Suatting Plate
White Vitreous china (W.V.C) Urinal partition
White Vitreous china (W.V.C.) Urinal partition
(B) Urinal Fittings (IS:2556 Part VI/Sec. 5&6-1974)
4.25.8
approved make Each 120.00
4.25.9 Each 108.00
G-50
Description Unit
4.25.10 -do- 40mm Each 156.00
4.25.11 Chromium plated (C.P.) P-trap Each 162.00
4.25.12 Chromium plated (C.P.) S-trap Each 180.00
4.26 Valve
4.26.1 Each 138.00
4.26.2 -do-20mm dia Each 193.00
4.26.3 -do-25mm dia Each 302.00
4.26.4 -do- 32mm dia Each 411.00
4.26.5 -do-40mm dia Each 626.00
4.26.6 -do-50mm dia Each 845.00
4.26.7 - Brass non return valve (IS) 15mm dia Each 110.00
4.26.8 -do- 20mm dia Each 154.00
4.27.9 -do- 25mm dia Each 265.00
4.27.10 -do-40mm dia Each 517.00
4.26.11 -do-50mm dia Each 738.00
4.27
4.27.1
(IS) 450 X 300mm Each 300.00
Chromium plated (C.P.) Brass spreader of
Chromium plated (C.P.) Doome waste coupling 32mm
Chapter Code No.
Rate (Rs.)
Gun metal full way valve (IS) 15mm dia
(A) Wash Basin IS:2556 Part IV 1972)
White Vitreous China (W.V.C.) Ist quality
4.27.2 -do- 510 X400mm Each 365.00
4.27.3 -do- 510.X250mm Each 300.00
4.27.4 -do- 530.X450mm Each 475.00
4.27.5 -do- 550 X400mm Each 410.00
G-51
Description Unit
4.27.6 -do- 500X450mm Each 650.00
4.27.7 -do- 580 X 450mm Each 825.00
4.27.8 -do- 630 X 450mm Each 750.00
4.27.9
with antispalash rim 630 X510mm Each 1200.00
4.27.10
surgeon type 660 X 460mm Each 1500.00
4.27.11 Each 320.00
4.27.12 Counter tap 460mm dia Each 575.00
4.27.13 -do- 550x40mm Each 600.00
4.27.14 -do-630x500mm Each 1020.00
4.27.15 Each 200.00
4.27.16 -do- 550x400 Each 225.00
(B) Wash Basin fitting
4.27.17
wash basin pedestal Each 450.00
Waste Couplings
Chapter Code No.
Rate (Rs.)
White Vitreous China (W.V.C.) Ist quality (IS)
White Vitreous China (W.V.C.) Ist quality (IS)
-do-Corner 400X400mm or 450X390mm
Mosaic fine polished of approved make 450x280mm
White Vitreous China (W.V.C.)Ist quality (IS)
4.28.1 Each 40.00
4.28.2
(Heavy 32mm Each 65.00
4.28.3 -do-40mm Each 75.00
G-52
Description Unit
4.28.4 Synthetic metal 32mm Each 35.00
4.28.5 -do-40mm Each 40.00
Waste Pipe
4.29.1 Each 90.00
4.29.2 -do-32mm Each 100.00
4.29.3 -do-40mm Each 115.00
4.29.4 Each 40.00
4.29.5 -do- 40mm Each 45.00
4.29.6 Each 225.00
4.29.7 -do- 40mm Each 250.00
4.30
4.30.1
quality Indian pan 450mm Each 268.00
4.30.2 -do- 510mm Each 293.00
430.3 -do-580mm Each 319.00
Chromimu plated (C.P.) of approved make 32mm
Chromium plated (C.P.) of approved make
Chapter Code No.
Rate (Rs.)
Galvanised Iron (G.I.) ’B’ class with fitting 25mm
Poly Vinyl Chloride (P.V.C.) (Heavy) with Chromium plated (C.P.) Nut 32mm
Chromium Plated (C.p.) Brass (Heavy) 32mm
Water Close (W.C.)IS 2556 Part 2-1981)
White Vitreous China (W.V.C.) Brass (IS) Ist
430.4
size 530x410mm (IS 2556 part XV) Each 670.00
4.30.5 -do- 580x440mm-do- Each 635.00
4.30.6
610x500mm Each 645.00
4.30.7 -do- 530x430mm Each 620.00
G-53
Description Unit
430.8 Each 210.00
4.30.9
type (European) Each 500.00
4.30.10 Each 950.00
4.30.11 Each 850.00
430.12
syphonic (P) -do- Each 2400.00
4.30.13 Each 1400.00
430.14
(European) well mounting (Extended) Each 1600.00
4.30.15
wall mounting Syphonic (P) Each 2250.00
4.30.16 Ango Indian (P) Each 1134.00
4.31 Seat Cover (IS:2548 Part I,II-1983)
White Vitreous China (W.V.C.) Orissa pan
White Vitreous China (W.V.C.) Asia Pan
Chapter Code No.
Rate (Rs.)
White Vitreous China (W.V.C.) Rural Pan 450mm
White Vitreous China (W.V.C.) Pedestal
White Vitreous China (W.V.C.) Florino design (P)
White Vitreous China (W.V.C.) Florino design (O) single syphonic (Unitas/Trozan desigh) IS 2556 Part VIII
White Vitreous China (W.V.C.) Double
White Vitreous China (W.V.C.) Wall mounting (P)
White Vitreous China (W.V.C.) Pedestal type
White Viftreous China (W.V.C.) Pedestal type
4.31.1 Each 200.00
4.31.2 Each 243.00
4.31.3 Each 261.00
4.31.4 Each 158.00
4.31.5 -do-White Each 171.00
4.31.6 -do- Coloured Each 189.00
Poly Vinyl Chloride (P.V.C.) black (Solid) of approved make
Poly vinyl chloride (P.V.C.) White (IS) of approved make
Poly Vinyl chloride (P.V.C.) Coloured (IS) of approved make
Non breakable of approved make/quality black
11.00 12.00 15.00 30.00
15.00 18.00 20.00 40.00
14.00 17.00 21.00 38.00
20.00 22.00 25.00
25.00 26.00 30.00 -
26.00 29.00 35.00 -
14.00 17.00 20.00 30.00
17.00 24.00 21.00 30.00
17.00 19.00 21.00 30.00
5.00 6.00 8.00 12.00
8.00 11.00 14.00 20.00
14.00 17.00 22.00 25.00
15.00 19.00 25.00 28.00
18.00 19.00 26.00 30.00
270.00 325.00 460.00 675.00
310.00 375.00 460.00 775.00
40.00 50.00 60.00 160.00
50.00 60.00 70.00 210.00
85.00 105.00 150.00 375.00
80.00 100.00 130.00 325.00
28.00 40.00 50.00 100.00
- 120.00 150.00 -
- 225.00 275.00 -
- 125.00 175.00 350.00
- 100.00 145.00 -
- 50.00 70.00 -
- - - 105.00
- - - 90.00
- - - 72.00
- 60.00 80.00 -
- - - 40.00
- - - 15.00
- - - 1.00
G-54
CHAPTER : G-5CARRIAGE OF MATERIALS
Note: 1. Rates are for net quantities after deduction of voids.
2- Part of Km. beyond 1Km will be read as under - 1.409=1Km = 1.5Km - 2.0Km
3- The rates are inclusive of loading and unloading
4- The rates are inclusive of stacking if stacking is not required, no deduction is to be done
Description Unit RatesFor 1Km For 5Km For 10Km For 20Km
1 2 3 4 5 6 7 8 9 10 11 12 13 14
5.1 Cum 16.90 2.70 41.50 48.10 3.10 60.30 2.60 73.30 2.40 97.40 2.10
5.2 Cum 18.20 3.10 45.70 54.60 3.10 66.80 2.70 80.50 2.40 104.50 2.10
5.3 Cum 19.50 3.40 49.90 61.10 3.80 76.20 3.10 91.50 3.10 122.00 2.40
50.4 Excavation work Cum 20.80 3.80 54.70 66.30 4.10 82.70 3.40 99.60 3.40 133.40 2.70
5.5 Bricks 33.80 6.80 95.20 102.70 6.80 130.00 6.80 164.10 5.50 218.70 4.40
5.6 Bricks Tiles 27.30 4.70 70.00 75.40 5.50 97.20 5.50 124.50 4.70 172.00 3.10
5.7 MT 20.80 1.70 36.00 44.20 2.40 53.80 2.70 67.50 2.10 88.30 1.70
5.8 MT 24.70 2.40 46.30 54.60 3.10 66.80 3.10 82.10 2.40 106.10 1.70
5.9 10No 9.10 1.40 21.40 27.30 1.00 31.50 1.40 38.30 1.00 48.70 1.00
5.10. Carriage with care precast cement concrete blcok like Dand & kerbs etc. weighting5.10.1 Upto 50Kg Each - - - 4.10 0.30 5.40 0.30 7.00 0.10 8.30 0.105.10.2 51 to 70Kg Each - - - 6.10 0.40 7.70 0.30 9.30 0.10 10.60 0.105.10.3 71 to 100Kg Each - - - 7.50 0.50 9.60 0.30 11.20 0.10 12.50 0.105.11 RCC Hume Pipe with Collar5.11.1 Dia 300mm Mtr - - 18.20 21.80 0.50 23.90 0.30 25.50 0.10 26.80 0.105.11.2 Dia 600mm Mtr - - 48.10 50.70 1.20 55.60 1.10 61.20 0.80 69.00 0.505.11.3 Dia 900mm Mtr - - 119.60 127.40 2.30 136.80 2.10 146.50 1.60 162.80 1.105.11.4 Dia 1200mm Mtr - - 149.50 165.10 3.00 177.10 2.30 188.80 1.60 205.00 1.20
Ch. Code No. Upto
50mtrAdd for
each 50mtr (upto
500m)
For 500 M
(0.5km)
Add for Each 1Km
beyond Ist Km (upto 5km)
Add for each 1Km
beyond 5Km (upto
10km)
Add for each 1Km
beyond 10Km (upto
20Km)
Add for each 1Km
beyond 20km.
Earth,Sand ,line morrum,manure or sludge
Building Rubish Stone metal (Grit and Ballast etc.)
Stone for Masonry work & soiling
1000Nos
1000 Nos
Cement, Stone Blocks pipes and other heavy materials
Steel, Tar Bitumen and Timber and Steam Coal
Empty Bitumen Drums
G-55
Description Unit Rate (Rs.)
5.12
MT 26.00
5.13
5.13.1 Steel MT 32.50
5.13.2MT 26.00
5.13.4 Full Bitumen Drums Each 4.00
5.13.3
MT 40.00
Remarks1-
2-
5.14
MT 20.00
Chapter Code No.
Loading in or unloading cement for the Railway wagons at siding and carruing the same from or into godowns adjacent to the siding inctuding stacking the same properly in rows upto any height as per direction of Engineer-in-charge,sweeping the wagons and screening the swept cement and filling inbags complete.
Loading in of unloading from the Railway wagons and stacking as per the direction of Engineer -in-charge.
G.I, C.I, R.C.C. Or C.C. pipes upto 500mm dia and similar heavy materials.
Heavy materials where each piece or bundle, crate of case weight more than one tonne and R.C.C.,C.I. and concrete pipes above 500mm Full bitumen drums
The rates will be applicable in all cases whether material are unloaded on a leaded from railway siding or direclty unloaded on or loaded from transport
No deduction shall be made from carraige rates for such direct unloading or loading
Extra for sorting the steel size-wise inside the store yard and stacking the same for measurement within the lead of 100mtr as directed by the Engineer in charge.
G-56
CHAPTER-G-6
HIRE CHARGES OF TENT ARTICLES
NOTE:
1-
Description Unit
Rate (Rs.)
1st Day
Chairs
6.1 Cane chair of iron pipe without arms Each 150.00 5.00 1.00
6.2 Each 300.00 5.00 1.20
6.3 Each 250.00 5.00 2.00
6.4 Aluminium Padded chair with arms (Fix) Each 650.00 25.00 8.00
6.5 Chrome padded chair with arms ( Fix) Each 450.00 20.00 6.50
6.6 -do- without Arms Each 400.00 15.00 6.00
Table :
6.7 Wooden Table 6’ x 3’ (Baboo Each 650.00 20.00 5.00
6.8 Each 500.00 18.00 4.00
6.9 Each 600.00 15.00 5.00
6.10 Peg Table Sunmica Top 1’x1’ Each 250.00 10.00 4.00
6.11 Dressing Table Each 1500.00 60.00 20.00
Floor Covering:
6.12 Cotton Durry (Old ) Sqm 6.00 0.70 0.40
6.13 -do- (New) Sqm 20.00 1.00 0.60
6.14 Woolen Carpet (Old) Sqm 75.00 2.00 0.75
Hire charegs includes transportation at sit within Municipal Limits, Loading, Unloading, Placing and removing complete
Chapter Code No.
Cost (Rs.)
Subsequent days (Per
Day)
Plastic cane chair of Aluminium pipe witharms
Plastec cane chair Aluminium pipe withoutarms (Fix)
Wooden Table 6’ x 1’ 1/2 (Babool)
Centre Table sunmica Top 11 1/2’x 3’
6.15 -do-(New) Sqm 350.00 3.00 0.90
G-57
Description Unit
Rate (Rs.)
1st Day
6.16 White Cotten chader (Sheet) (Washed) 6’ x 4’ Each 20.00 10.00 0.75
6.17 Red passage Matting Jute. Sqm 60.00 1.20 0.60
6.18 -do- Cotton. Sqm 50.00 1.00 0.45
Overhead Covering:
6.19 Sqm 70.00 1.00 0.45
6.20 Sqm 70.00 2.00 0.90
6.21 Sqm 90.00 2.50 1.40
6.22 Mahfil with Bally & Bamboo frame (Plan). Sqm - 5.00 2.40
6.23 -do- with Chunnat Sqm - 7.50 3.60
6.24 -do- with Plane &Wooden frame Sqm - 12.00 5.00
6.25 Sqm - 7.50 3.70
6.26 -do- with Chunnat Sqm - 12.00 5.00
6.27 -do- with Wooden frame & Chunnat & Plane Sqm - 15.00 6.50
6.28 Sqm - 12.00 6.00
6.29 Curtain Cotton . Plane with Bamboo frame. Sqm - 3.00 0.70
6.30 Curtain Chunnat Sqm - 3.00 1.50
6.31 Sqm - 5.00 2.00
6.32 Kannat 9’x6’ fixed with Tent Each 400.00 16.00 5.00
6.33 -do- Fixed without Tent Each 400.00 20.00 8.00
Chapter Code No.
Cost (Rs.)
Subsequent days (Per
Day)
Shamiyana ordinary coloured with Jhalar & Bamboo cover.
Shmiyana coloured Fancy with Jhalar and Bamboo cover and coloured Fancy
Shamiyana Fancy with GOTA & Silk lace, Jhalar & Bamboo cover
Mahfifl with Bally & Bamboo frame (water proof) plain
Add if bally posts are covered with wooden box
Curtain with wooden frame of approved design
6.34 Jhallar. RM - 2.50 2.00
6.35 Each - 40.00 30.00
G-58
Description Unit
Rate (Rs.)
1st Day
6.36 Each - 1.00 0.90
6.37 Water Proof Tripal. Sqm - 5.00 1.80
6.38 Sqm - 14.00 11.00
6.39 -do- height 75 cm.-do- Sqm - 23.00 20.00
6.40 -do- height 120 cm -do- Sqm - 28.00 22.00
6.41 Cotton mattress with sheet chadar Sqm - 4.50 4.00
6.42 Each - 13.00 11.50
6.43 Masand with white cover. Each - 9.00 8.00
6.44 Galvanised Iron (G.I.) sheet water tank 150ltr Each - 9.00 5.00
6.45 Desert Cooler. Each - 45.00 35.00
6.46 Pedstal Fan. Each - 25.00 20.00
6.47 Wash Basin Stand. Each - 25.00 20.00
6.48 Speech stand having Sunmica top. Each 1500.00 65.00 50.00
6.49 White chader (sheet) ceiling Sqm - 1.50 0.75
5mm Galvanised Iron (G.I.) pipe 6. Mtr. long with new silk flag.
Chapter Code No.
Cost (Rs.)
Subsequent days (Per
Day)
Bamboo Pole with cotton cloth cover 3 to 4 Mtr. length.
Wooden stage height 45cm. with steps & Jhallar.
Dunlop mattress with white chadar size 6’ X 3’
B-69
CHAPTER No. B-1EARTH WORK
Note:
Description Unit Rate (Rs.)
1.1
Sqm 13.00
1.2
Cum 103.00
1.3
Cum 62.00
1.4
Cum 2.00
The items in this chapter will cover earth work for Building, Bridges and Sanitary Works
Chapter Code No
Unit
Earth work in surface excavation not exceeding 30 Cm. In depth but exceeding 1.5 meter in width as well as 10 Sqm. on plan including disposal of excavated earth up to 50 Mtr. And lift up to 1.5 Mtr. Disposed soil to be leveled and neatly dressed : All kinds of soil.
Earth work in rough excavation, banking excavated earth in layers not exceeding 20 Cm. In depth, breaking clods watering, rolling each layer with ½ tonne roller, or stone or steel rammers and rolling every 3rd and top most layer with power roller of minimum 8-10 tonne capacity and dressing up in embankment for roads, flood banks marginal banks and guide banks or filling up ground depressions, lead up to 50 Mtr. and lift up to 1.5 Mtr.: All kind of soil.
Banking excavated earth in layers not exceeding 20 Cm. In depth breaking clods watering, rolling each layer with ½ tonne roller, or stone or steel rammers, and rolling every 3rd and top most layer with power roller of 8-10 tonne capacity and dressing up in embankments for roads, flood banks marginal banks, and guide banks etc. lead up to 50 Mtr. and lift up to 1.5 Mtr.: All kinds of soil.
Deduct in item No. 1.2 & 1.3 for not rolling with power roller of 8-10 tonne capacity for banking excavated earth in layers not exceeding 20 Cm. In depth.
B-70
Description Unit Rate (Rs.)Chapter Code No
Unit
1.5Cum 10.00
1.6
Cum 99.00
1.7
1.7.1 Ordinary Rock Cum 178.00
1.7.2Cum 259.00
1.7.3Cum 472.00
1.8
Cum 101.00
Deduct in item No. 1.2 & 1.3 for not watering the excavated earth for banking.
Earth work in excavation over areas (exceeding 30 Cm. In depth, 1.5 Mtr. in width as well as 10 Sqm. on plan) including disposal of excavated earth lead up to 50 M and lift up to 1.5 Mtr. disposed earth to be leveled and neatly dressed:All kinds of soil.
Earth work in excavation over areas (exceeding 30 Cm. In depth, 1.5 Mtr. in width as well as 10 Sqm. on plan) including disposal of excavated earth lead up to 50 Mtr. and lift up to 1.5 Mtr. disposed earth to be leveled and neatly dressed.
Hard Rock (Requiring blasting) useful material 30%.
Hard Rock (Blasting Prohibited) useful material 30%.
Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr. including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed within a lead of 50 meter. All kinds of soil.
B-71
Description Unit Rate (Rs.)Chapter Code No
Unit
1.9
1.9.1 Ordinary Rock Cum 168.00
1.9.2Cum 235.00
1.9.3Cum 384.00
1.10
1.10.1 In all kind of soils. Cum 10.00
1.10.2 In Ordinary rock and hard rock. Cum 19.80
1.11
Cum 20%
1.12
Cum 4.25
Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr. including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposals of surplus excavated soil as directed with a lead in a 50 meter.
Hard Rock (Requiring blasting) useful material 30%.
Hard Rock (Blasting Prohibited) useful material 30%.
Add extra over item No. 1.8 and 1.9 for every additional lift of 1.5 Mtr. or part thereof :
Add extra over item No. 1.8 and 1.9 for excavation in saturated soil where pumping or baling out of water is required, including shoring strutting where required and dewatering.
Deduct for earth work in excavation in foundation trenches or drains where excavated soil is not required to be refilled in jhiri etc.
B-72
Description Unit Rate (Rs.)Chapter Code No
Unit
1.13
1.13.1 All Kinds of Soil.
1.13.1.1Mtr. 60.00
1.13.1.2
Mtr. 98.00
1.13.1.3
Mtr. 153.00
1.14
Mtr. 131%
1.15
Mtr. 150%
Excavating trenches of required width for pipe cables, etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20 Cm. In depth including consolidating each deposited layer by ramming watering etc. and disposing of surplus excavated soil as directed within a lead of 50 Mtr.:
Pipes cables etc. not exceeding 80 mm dia
Pipes cables etc. exceeding 80 mm dia but not exceeding 300 mm dia
Pipes cables etc. exceeding 300 mm dia but not exceeding 600 mm dia
Add extra in item No. 1.13 for excavating trench for pipes, cables etc. in all kinds of soil for depth exceeding 1.5 Mtr. but not exceeding 3 Mtr.
Add extra in item No. 1.13 for excavating trench for pipes, cables etc. in all kinds of soil for depth exceeding 3 Mtr. but not exceeding 4.5 Mtr.
B-73
Description Unit Rate (Rs.)Chapter Code No
Unit
1.16
1.16.1 Ordinary rock
1.16.1.1 Pipes, cables etc. not exceeding 80 mm dia.Mtr. 108.00
1.16.1.2
Mtr. 265.00
1.16.1.3Mtr. 305.00
1.16.2
1.16.2.1 Pipes, cables etc. not exceeding 80 mm diaMtr. 148.00
1.16.2.2Mtr. 368.00
1.16.2.3Mtr. 423.00
1.16.3
1.16.3.1 Pipes, cables etc. not exceeding 80 mm diaMtr. 195.00
1.16.3.2Mtr. 484.00
Excavating trenches of required width for pipes cables etc. including excavation for sockets, depth up to 1.5 Mtr. including taking out the excavated materials, refilling the soil as required in layers not exceeding 20 Cm. In depth including consolidating each deposited layers by ramming, watering etc. stacking serviceable material for measurements and disposal of unserviceable material as directed with in a lead of 50 Mtr.
Pipes, cables etc. exceeding 80 mm dia. But not exceeding 300 mm. dia.
Pipes, cables etc. excedding 300 mm dia but not exceeding 600 mm dia
Hard Rock (Requireing Blasting) useful material 30% of volume excavated.
Pipes, cables etc. not exceeding 80 mm dia but not exceeding 300 mm dia.
Pipes, cables etc. excedding 300 mm dia but not exceeding 600 mm dia
Hard Rock (Blasting Prohibated) useful material 30% of volume excavated.
Pipes, cables etc. not exceeding 80 mm dia but not exceeding 300 mm dia.
B-74
Description Unit Rate (Rs.)Chapter Code No
Unit
1.16.3.3Mtr. 556.00
1.17
Mtr. 101%
1.18
Mtr. 252%
1.19
1.19.1 Depth not exceeding 1.5 Mtr. Sqm 56.00
1.19.2Sqm 57.00
1.19.3Sqm 61.00
1.20
1.20.1 Depth not exceeding 1.5 Mtr. Sqm 57.00
1.20.2Sqm 61.00
1.20.3Sqm 64.00
Pipes, cables etc. excedding 300 mm dia but not exceeding 600 mm dia
Add extra over item No. 1.16 for excavating trenches for pipes cables etc. in ordinary/hard rock exceeding 1.5 Mtr. in depth but not exceeding of 3 Mtr.
Add extra over item No. 1.16 for excavating trenches for pipes cables etc. in ordinary/hard rock exceeding 3 Mtr. in depth but not exceeding of 4.5 Mtr.
Providing and fixing close timbering in treches including strutting, shoring and packing cavities (wherever required) etc. complete (Measurement to be taken of the face area timbered).
Depth exceeding 1.5 Mtr. But not exceeding 3 Mtr.
Depth exceeding 3 Mtr. But not exceeding 4.5 Mtr.
Providing and fixing close timbering in case of shafts, wells, sockpits, man- holes and the like including strutting, shoring and packing cavities (wherever required) etc. complete (Measurement to be taken of the face area timbered).
Depth exceeding 1.5 Mtr. But not exceeding 3 Mtr.
Depth exceeding 3 Mtr. But not exceeding 4.5 Mtr.
B-75
Description Unit Rate (Rs.)Chapter Code No
Unit
1.21
1.21.1 Depth not exceeding 1.5 Mtr. Sqm 50.00
1.21.2
Sqm 52.00
1.21.3Sqm 54.00
1.22
Sqm 107.00
1.23
1.23.1 Depth not exceeding 1.5 Mtr. Sqm 28.00
1.23.2 Sqm 29.00
1.23.3Sqm 31.00
1.24
1.24.1 Depth not exceeding 1.5 Mtr. Sqm 24.00
1.24.2Sqm 26.00
Close timbering over area including strutting, shoring and packing cavities (wherever required) etc. complete (Measurement to be taken of the face area timbered):
Depth exceeding 1.5 Mtr. But not exceeding 3 Mtr.
Depth exceeding 3 Mtr. But not exceeding 4.5 Mtr.
Add extra over item No. 1.19 & 1.20 for planking, strutting and packing matrial for cavities (in close timbering) if required to be left permanently in position (face area of timber permanently left to be measured)
P & F of Open timbering in trenches including strutting, shoring complete (measurements to be taken of the face area timbered)
Depth exceeding 1.5 Mtr. But not exceeding 3 Mtr.
Depth exceeding 3 Mtr. But not exceeding 4.5 Mtr.
P & F of Open timbering in case of shafts, wells, sock pits, manholes and the like including strutting, shoring complete (Measurement to be taken of the face are timbered):
Depth exceeding 1.5 Mtr. But not exceeding 3 Mtr.
B-76
Description Unit Rate (Rs.)Chapter Code No
Unit
1.24.3Sqm 28.00
1.25
1.25.1 Depth not exceeding 1.5 Mtr. Sqm 17.00
1.25.2Sqm 18.00
1.25.3Sqm 20.00
1.26
Sqm 64.00
1.27
Sqm 4.25
1.28
1.28.1Mtr. depth. 20%
1.28.2 In or under foul conditions. Mtr. depth. 25%
1.29
Depth exceeding 3 Mtr. But not exceeding 4.5 Mtr.
P & F Open timbering over area including strutting, shoring etc. complete (Measurement to be taken of the face are timbered):
Depth exceeding 1.5 Mtr. But not exceeding 3 Mtr.
Depth exceeding 3 Mtr. But not exceeding 4.5 Mtr.
Add extra over item No. 1.23, 1.24, 1.25 for planking and strutting in open timbering if required to be left permanently in position (face area of timber permanently left to be measured)
Add extra over depth of 4.5 Mtr. over item of close/open timbering for each 1.5 Mtr. depth.
Add extra rate for quantities of works executed (respective applicable rates):
In or under water and or liquid Mud/Marshy soil.
P. mP. m
Pumping out water caused by springs, tidal or river seepage, broken water main or drains and the like with pumping set of following H.P. including P.O.L./Power consumption etc. complete.
B-77
Description Unit Rate (Rs.)Chapter Code No
Unit
1.29.1 5 to 9 H.P. Hrs. 95.00
1.29.2 10 to 19 H.P. Hrs. 140.00
1.29.3 20 to 30 H.P. Hrs. 160.00
1.30
Cum 26.00
1.31
1.31.1 All kind of soil. Cum 13.00
1.31.2 Ordinary or Hard soil. Cum 24.00
1.32
Cum 300.00
1.33
Cum 358.00
1.34
1.34.1 All kind of soil. 100 Sqm 384.00
1.35
Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth , consolidating each deposited layer by ramming and watering including lead upto 50Mtr. and lift upto 1.5Mtr.
Add extra for foundations /trenches/ drains for every additional lift of 1.5 Mtr. or par thereof upto 4.5Mtr. depth.
Filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand.
Filling in plinth with locally available river shingle under floors including watering ramming consolidating and dressing complete including cost of shingles sand.
Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead upto 50mtr. and lift upto 1.5Mtr.
Ploughing the existing ground to a depth of 15cm to 25cm and watering the same.
B-78
Description Unit Rate (Rs.)Chapter Code No
Unit
All kind of soil. 100 Sqm 175.00
1.36
1.36.1 All kind of soil. Each 58.00
1.36.2 Ordinary Rock Each 94.00
1.36.3 Hard Rock (Requiring Blasting) Each 140.00
1.36.4 Hard Rock (Blasting Prohibited) Each 223.00
1.37Cum 48.00
1.38
Cum 32.00
1.39
Sqm 358.00
Excavating holes up to 0.5 cum including taking out the excavated soil then returning the soil as required in layers not exceeding 20 Cm. in depth including consolidating each deposited layer by ramming watering etc. and disposing of surplus excavated soil as directed within a lead of 50 Mtr. and lift up to 1.5 Mtr.
Construction of Earthen Dola up to 1.5 Mtr. height in:
Silt clearance of drains, channels and canals with lift 1.5 Mtr. and lead up to 50Mtr.
Providing and injection Chloropyrifous Emulsifiable concentrate 20 % with 1 % concentration for PRE-CONSTRUCTIONAL Anti termite treatment as per IS 6313 part III and amended from time to time and creating a continous chemical barrier under and around the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of wall and floor along the external perimeter of building expansion joints, over the top surface of consolidated earth of which aproch is to be laid surrounding of pipes and conduits etc. complete as per specification (Plinth floor area only shall be measured for payment.)
B-79
Description Unit Rate (Rs.)Chapter Code No
Unit
1.40
1.40.1
Mtr. 25.00
1.40.2
Mtr. 27.00
1.40.3
1.40.3.1
Sqm 137.00
1.40.3.2 -do- along the wall inside building floors Mtr. 41.00
1.40.4
Providing and injuection by hand operated pressure pumps chemical Emulsion timber ground treatment [TCGT] in ratio 1:2 as per manufacturers specification for POST CONSTRUCTIONAL Anti-termite treatment (as per IS 6313) part-III 1971 as amended from time to time)
Along external wall where apron is not provided using Chemical emulsion @ 7.5 Litre/Sqm of the vertical surface of the sub structure to a depth of 300 mm including excavation of channel along the wall & rodding etc. complete. With chlorpyriphos / Lindane E.C. 20 % with 1 % concentration.
Along the external wall below concrete or masonary apron using chemical emulsion @ 2.25 Liters per linear meter including drilling and plugging holes etc. with chlorpyriphos / Lindane E.C. 20 % with 1 % concentration.
Treatment of soil under existing floors using chemical emulsion @ one liter per hole, 300 apart including drilling 12 mm diameter holes and plugging with cement mortar 1:2 (1-Cement:2-Coarse sand) to match the existing floor:
with Chlorpyriphos E.C. 20 % with 1% concentration
Treatment of existing masonary using chemical emulsion @ one liter per hole at 300 mm interval including drilling holes at 45 degree and plugging them cement mortar 1:2 (1-Cement:2-Coarse sand) to the full depth of the hole.
B-80
Description Unit Rate (Rs.)Chapter Code No
Unit
1.40.4.1Mtr. 36.00
1.40.5
Mtr. 144.00
With Chlorpyriphos / Lindane E.C. 20 % with 1 % concentration.
Treatment at points of contact of wood work by chemical emulsion Chlorpyriphos / Lindane (in oil kerosene based solution) @ 0.5 liters per hole by drilling 6 mm dia holes at downward of 45 degree at 150 mm center to center and sealing the same.
B-12
CHAPTER No. B-2
MORTAR
Note:1-
2-
3- Compressive strength of mortars shall be as per the relevant specifications.
Description Unit Rate (Rs.)
LIME MORTAR
2.1 Lime sand mortar 1:2 (1 lime putty : 2 sand) Cum 821.00
2.2 Lime sand mortar 1:3 (1 lime putty : 3 sand) Cum 612.00
2.3 Lime sand mortar 1:2 (1 lime putty : 2 surkhi) Cum 1134.00
2.4 Lime Surkhi mortar 1:3(1 lime putty : 3 surkhi) Cum 1008.00
2.5 Lime cinder mortar 1:2(1 lime putty : 2 Cinder) Cum 778.00
2.6Cum 723.00
2.7Cum 972.00
2.8Cum 1284.00
CEMENT-SAND-MORTAR
2.9Cum 2317.00
2.10Cum 1973.00
2.11Cum 1647.00
2.12Cum 1415.00
2.13Cum 1225.00
Complete rate for mortar is inclusive of cost of material, T & P & cost of water with all leads and lifts involved
Rates for lime mortar is inclusive of mixing by mortar mill mixer. If no mortor mill (Gharat) mixer is used 20% deduction shall be made from rate.
Chapter Code No
Lime cinder sand mortar 1:1:1(1 lime putty : 1 Cinder : 1 Sand)
Lime cinder sand mortar 1:1:1(1 lime putty : 1 surkhi : 1 Sand)
Lime Kara mortar 1:2 (1-Lime putty :2-Marble power)
Cement Sand Mortar 1:2 (1-Cement :2-sand)
Cement Sand Mortar 1:3 (1-Cement :3-sand)
Cement Sand Mortar 1:4 (1-Cement:4-Sand)
Cement Sand Mortar 1:5 (1-Cement:5-Sand)
Cement Sand Mortar 1:6 (1-Cement:6-Sand)
B-13
Description Unit Rate (Rs.)
2.14Cum 1012.00
2.15Cum 1005.00
CEMENT-MARBLE-POWDER-MORTAR
2.16Cum 3301.00
2.17Cum 2297.00
2.18Cum 1999.00
2.19Cum 7381.00
2.20
Cum 5741.00
COMPOSITE-MORTAR
2.21
Cum 1708.00
2.22Cum 2334.00
2.23Cum 1697.00
2.24Cum 1473.00
2.25Cum 1172.00
2.26Cum 1095.00
MUD-MORTAR
Chapter Code No
Cement Sand Mortar 1:8 (1-Cement:8-Sand)
Cement Sand Mortar 1:10 (1-Cement:10-Sand)
Cement marble power mortar 1:2 (1-Cement:2-marble power).
Cement marble power mortar 1:3 (1-Cement:3-marble power).
Cement marble power mortar 1:4 (1-Cement:4-marble power).
White cement marble power mortar 1:2 (1-White Cement:2-marble power)
White cement marble power mortar 1:3 (1-White Cement:3-marble power)
Cement lime marble power mortar 1:1:6 (1-Cement : 1-Lime putty : 6-marble power) (for Sandla)
Cement lime Mortar 1:1:3 (1-Cement : 1-lime putty : 3-Coarse sand).
Cement lime sand mortar 1:1:4 (1-cement : 1-lime putty : 4-sand)
Cement lime sand mortar 1:1:6 (1-cement:1-lime putty :6- sand)
Cement lime sand mortar 1:2:9 (1-cement:2-lime putty :9- sand)
Cement lime sand mortar 1:3:12 (1-cement:3-lime putty :12- sand)
2.27 Mud Mortar including specified ingredients. Cum 106.00
B-14
CHAPTER No. B-3
CONCRETE WORKS
Note:
1-
2-
3- Concrete mix prepared by power-driven mechanical mixer shall be used.
4-
Description Unit Rate (Rs.)
LIME-CONCRETE
3.1
3.1.1 1 Lime Putty : 2 Surkhi Mortar Cum 1074.00
3.1.2 1 Lime Putty : 2 Sand Mortar Cum 955.00
3.1.3 1 Lime Putty : 2 Cinder Mortar Cum 936.00
3.1.4 1 Lime Putty : 3 Sand Mortar Cum 845.00
3.1.5
Cum 20%
3.1.6
Cum 130.00
The rates are for all lead of cement, lime, ballast (Crusher Broken), sand, surkhi and grit etc. at site of work, Labour rates are inclusive of laying & mixing, all T & P, mixer, vibrator with POL scaffolding etc. including the cost of curing.
For all concrete work coarse sand shall be used no extra lead will be paid.
Under exceptional conditions, where mechanical mixer and vibrator are not used (with the approval of Engineer incharge reduced by 5%, for mechanical mixer and 3%, for vibrator.)
Chapter Code No
Proposed Rate
Providing and laying lime concrete in foundation and plinth using 40 %lime mortar and 40 mm. nominal size grades aggregate (Crusher Broken) including ramming and watering complete in all respect comprising of :
Deduct if Brick Balast is used instead of crusher broken Balast
Deduct if Hand Broken Balast is used instead of crusher broken Balast
B-15
Description Unit Rate (Rs.)
CEMENT-CONCRETE (CAST-IN-SITU)
3.2
3.2.1
Cum 2871.00
3.2.2
Cum 2375.00
3.2.3
Cum 2066.00
3.2.4
Cum 1689.00
3.2.5
Cum 2012.00
3.2.6
Cum 1624.00
3.2.7
Cum 1455.00
3.2.8
Cum 1303.00
Chapter Code No
Proposed Rate
Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering All up to plinth level
1:1:2 (1Cement :1 Course Sand :2 Graded stone aggregate 20 mm nominal size
1:1.5:3 (1Cement :1.5 Course Sand :3 Graded stone aggregate 20 mm nominal size
1:2:4 (1Cement :2 Course Sand 4 Graded stone aggregate 20 mm nominal size)
1:3:6 (1Cement :3 Course Sand :6 Graded stone aggregate 20 mm nominal size
1:2:4 (1Cement :2 Course Sand :4 Graded stone aggregate 40 mm nominal size) (Crusher Broken)
1:3:6 (1Cement :3 Course Sand :6 Graded stone aggregate 40 mm nominal size (Crusher Broken)
1:4:8 (1Cement :4 Course Sand :8 Graded stone aggregate 40 mm nominal size (Crusher Broken)
1:5:10 (1Cement :5 Course Sand :10 Graded stone aggregate 40 mm nominal size (Crusher Broken)
B-16
Description Unit Rate (Rs.)
3.2.9
Cum 130.00
3.3
3.3.1
Cum 2959.00
3.3.2
Cum 2464.00
3.3.3Cum 2151.00
3.3.4Cum 1778.00
3.3.5
Cum 2101.00
3.3.6
Cum 1713.00
3.3.7
Cum 1544.00
Chapter Code No
Proposed Rate
Deduct for hand broken aggregates used in place of cusher broken on item no. 3.2.5 to 3.2.8 and 3.3.5 to 3.3.6
Providing and laying cement concrete including curing, compaction etc. complete in retaining walls, return walls (any thickness) including attached pilasters, coloumns, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, plain window sills, fillets etc up to floor three level excluding the cost of centering and shuttering.
1:1:2 (1Cement :1 Course Sand :2 Graded stone aggregate 20 mm nominal size
1:1.5:3 (1Cement :1.5 Course Sand :3 Graded stone aggregate 20 mm nominal size
1:2:4 (1-Cement:2-coarse sand:4-graded stone aggregate 20 mm nominal size).
1:3:6 (1-Cement:3-coarse sand:6-graded stone aggregate 20 mm nominal size).
1:2:4 (1-Cement:2-coarse sand:4-graded stone aggregate 40 mm nominal size). (Crusher Broken)
1:3:6 (1-Cement:3-coarse sand:6-graded stone aggregate 40 mm nominal size) (Crusher Broken).
1:4:8 (1-Cement:4-coarse sand:8-graded stone aggregate 40 mm nominal size) (Crusher Broken).
Cum 50.00
B-17
Description Unit Rate (Rs.)
(II)
Cum 33.00
Note : 3.5 deleted.
3.6
Cum/mtr. depth. 25.00###
3.7 Extra for laying concrete in or under foul position.
Cum 50.00
3.8
3.4 (I)
Add extra for laying concrete in superstructure up to floor three level in item 3.2.
Chapter Code No
Proposed Rate
Add extra for laying concrete in superstructure above floor three level for each floor or part there of in item 3.4 (i) & 3.2
Extra for laying concrete in or under water and / or liquid mud including cost of pumping or bailing out water and removing slush etc. complete.
Note: The quantity will be calculated by the multipling the depth measured from the sub soil water level upto center of garvity of concrete under sub soil water level with quantity of concrete in cum. executed under sub soil water. The depth of center of gravity shall be reckoned correct to 0.1 mtr., 0.05 mtr. or more shall be taken as 0.1 mtr. and less than 0.05 mtr. ignored.
Providing and fixing up to floor three level pre cast cement concrete string or lacing courses, copings, bed plates, anchor blocks, windows sills, shelves, louvers steps, staircases, etc. including carriage, hoisting and setting in position with cement mortar 1:3 (1-Cement:3-coarse sand) cost of required centering and shuttering and finishing smooth with 6 mm thick cement plaster 1:3 (1-Cement:3-fine sand) on exposed surface, including all T & P, curing etc. complete :
3.8.1Cum 3003.00
3.8.2
Cum 3552.00
B-18
Description Unit Rate (Rs.)
3.9
Cum 33.00
3.10
Sqm 68.00
3.11
Sqm 60.00
1:2:4 (1-Cement:2-coarse :4-graded stone aggregate 20 mm nominal size).
1:3:6 (1-Cement:3-coarse sand:6-graded stone aggregate 20 mm nominal size).
Chapter Code No
Proposed Rate
Extra over item No. 3.8 above floor three level for each floor or part there of.
Applying one coat industrial grade bitumen of penetration 85/25 of approved quality using 1.70 Kg. Per Sqm. on Damp Proof Coarse after cleaning the surface with brushes and finally with a piece of cloth slightly soaked in kerosene oil.
Applying a coat of residual petroleum bitumen of penetration 80/100 of approved quality using 1.7 Kg. Per Sqm. on damp proof coarse after cleaning the surface with brushes and finally with a piece of cloth slightly soaked in kerosene oil.
B-19
CHAPTER No. B-4
REINFORCED CONCRETE
1
2
3 The rates are inclusive of T & P, scaffolding etc.
4
5 No RCC work shall be permitted without the use of mechanical mixer and vibrator.
6
7
8
9
Rates for complete work includes cost of form work (four sides only) laying, compaction, vibration, curing, all types of T & P, including P.O.L. etc. and grinding and mixing of mortar.
The rates for centering and shuttering are for steel shuttering for complete work including centering, shuttering nails and other such items required. The shuttering shall be removed after required time as per instructions by Engineer-in-charge, & IS : 456:2000.
If any machinery lime mixture machine, vibrator or mortar miller etc. is supplied by the Deptt. the hire charges will be charged and transportation cost will be borne by the contractor.
Contractor at site shall arrange a stand by mechanical mixer and extra vibrator if more than 20cum of RCC is to be done in a single day.
The rate for R.C.C. work in inclusive of cost providing plastic cover Block or cement mortar cover Block. The rates of centering includes placement of cover blocks.
The producer/ manufacturer/ contractor shall obtain mix proportions of each grade of concrete from recognized laboratory and submit detail to the Engineer-in-charge for approval. Concrete of any particular design mix and grade shall be produced/manufactured only on obtaining written approval of the Engineer-in-charge.
For any change in make/quality/quantity in the ingredients of a particulars concrete, for which mix has been designed earlier and approved by the Engineer-in-charge. The mix has to be redesigned and approval from Engineer-in-charge to be obtained again.
B-20
Description Unit Rate (Rs.)
CAST IN SITU CONCRETE :4.1
4.1.1Cum 2993.00
4.1.2
Cum 2495.00
4.1.3Cum 2157.00
4.2
4.2.1Cum 3065.00
4.2.2Cum 2566.00
4.2.3Cum 2229.00
4.3
Chapter Code No
Providing and laying in position specified grade of reinforced cement concrete including curing compaction finishing with rendering in cement sand mortar 1:3 (1-Cement:3-coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. All work up to plinth level :
1:1:2 (1-Cement:1-Coarse sand:2-graded stone aggregate 20 mm nominal size).
1:1.5:3 (1-Cement:1.5 coarse sand:3-graded stone aggregate 20 mm nominal size)
1:2:4 (1-Cement:2-coarse sand:4-graded stone aggregate 20 mm nominal size).
Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor three level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1-Cement:3-coarse sand) and making good the joints excluding cost of centering shuttering and reinforcement :
1:1:2 (1-Cement:1-coarse sand:2-graded stone aggregate 20 mm nominal size).
1:1.5:3 (1-Cement:1.5 coarse sand:3-graded stone aggregate 20 mm nominal size).
1:2:4 (1-Cement:2-coarse sand:4-graded stone aggregate 20 mm nominal size).
Reinforced cement concrete work in beams, suspended floors, roofs, girders having slopes up to 15o , landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases, up to floor three level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1-Cement:3-coarse sand) and making good and joints excluding the cost of centering, shuttering and reinforcement:
4.3.1
Cum 2652.00
B-21
Description Unit Rate (Rs.)
4.3.2
Cum 3151.00
4.4
Cum 2194.00
4.5
Cum 2580.00
4.6
Cum 2270.00
with 1:1.5:3 (1-Cement:1.5 coarse sand:3-graded stone aggregate 20 mm nominal size).
Chapter Code No
with 1:1:2 (1-Cement:1-coarse sand:2-graded stone aggregate 20 mm nominal size).
Providing and laying up to floor three level reinforced cement concrete in kerbs, steps and the like including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1-Cement:3-coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement with 1:1.5:3 (1-Cement:1.5 coarse sand:3-graded stone aggregate 20 mm nominal size).
Reinforced cement concrete work in arches, arch ribs, domes, vaults, shells, folded plate and roofs having slope more than 15o up to floor three level including curing, compaction with rendering in cement sand mortar 1:3 (1-Cement:3-coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement with 1:1.5:3 (1-Cement:1.5 coarse sand:3-graded stone aggregate 20 mm nominal size).
Reinforced cement concrete work in chimneys, shafts, up to floor three level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1-Cement:3-coarse sand) and making good the joints excluding the cost of centering, shuttering, and reinforcement with 1:1.5:3 (1-Cement:1.5 coarse sand :3-graded stone aggregate 20 mm nominal size).
4.7
Cum 2598.00
B-22
Description Unit Rate (Rs.)
4.8
Cum 25.00
4.9
Cum 7%
4.10
Cum 5%
SHUTTERING
4.11
Sqm 75.00
4.12
Reinforced cement concrete work in vertical and horizontal fins individually or forming box louvers, facias and eaves boards up to floor three level including curing compaction, finishing with rendering in cement sand mortar 1:3 (1-Cement:3-coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement with 1:1.5:3 (1-Cement:1.5 coarse sand: 3-graded stone aggregate 20 mm nominal size).
Chapter Code No
Add extra for RCC work in superstructure above floor three level for each subsequent floor level or part there of for item no.4.2 to4.7
Add extra over item No. 4.1 to 4.7 for using chloride free concrete plasticizer and super plasticizer of approved quality and make for reducing the water cement ratio and increasing the slump / workability in specified standard / recommended dosages.
Add extra over item of concrete work for using integrals water proofing compound free from chlorides with good plasticizers properties of approved quality and make for reduction in permeability of concrete in specified standard / recommended dosages.
Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of formwork for foundations in basements rafts, footings, strap beams, bases of columns , etc. up to plinth level.
Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways with wooden members and removal of formwork for superstructure up to 4.5 mtr above plinth, for:
4.12.1Sqm 129.00
4.12.2 (A)
Sqm 135.00
4.12.2 (B)Sqm 123.00
4.12.3 Columns, pillars, posts and struts etc. Sqm 157.00
4.12.4 Spiral staircases, chimneys shafts etc. Sqm 118.00
B-23
Description Unit Rate (Rs.)
4.12.4 A Spiral staircases (including landing) form work Sqm 93.00
4.12.5 Arches, domes, vaults etc. up to 6 Mtr. span. Sqm 289.00
4.12.6 Arches, domes, vaults etc. exceeding 6 Mtr. span. Sqm 449.00
4.12.7 Fins, Facia, louvers, etc. Sqm 172.00
4.12.8 Singly-curved shells. Sqm 124.00
4.12.9 Doubly-curved shells. Sqm 149.00
4.12.11
Sqm 129.00
4.12.12Sqm 16.00
4.12.13Sqm 20.00
4.12.14Sqm 20%
4.12.15Sqm 7.00
Walls (any thickness) including attached pilasters, buttresses, plinth and string course.
Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands , coping, bed plates, anchor blocks, sills, chhajjas lintel, beam etc.
Consider a beam of 6 m. clear span, 0.50 m. Deep 0.3 m. wide and height 3.5 from floor.
Chapter Code No
Grid roofing with panel area more than 2.5 Sqm. (contact area to be measured).
Add extra for shuttering in circular work in plan up to dia 10 m over item Nos. 4.12.1 to 4.12.3
Add extra for shuttering in circular work in plan, above 10 Mtr. and up to 30 Mtr. dia over item No. 4.12.1 to 4.12.3
Add extra for using steel props and bressings etc. instead of wooden mamber over item Nos. 4.12.1 to 4.12.3
Add extra over item Nos. 4.12. to 4.12.11 for doing centering and shuttering work for each subsequent storey.
4.12.16
Sqm 7.00
4.12.17Sqm 9.00
4.12.18
Sqm 7.00
STEEL-REINFORCEMENT
4.13
B-24
Description Unit Rate (Rs.)
4.13.1 Mild steel and medium tensile bars (IS : 432) Kg. 36.00
14.3.2 Cold twisted deformed bars (IS : 1786) Kg. 40.00
14.13.3 Hot rolled deformed bars (IS : 1139) Kg. 40.00
14.3.4 Tremo Mechanically treated bars (Tata, SAIL) Kg. 42.00
4.14
Kg. 0.22
4.15
4.15.1 75 mm thick Sqm 378.00
4.15.2 50 mm thick Sqm 330.00
Add extra for shuttering domes in slope (Horizontal & Vertical) having more than 30 m dia.
Add extra for every additional 1 m ht. Or part thereof beyond 4.5 mtr. of shuttering.
Add extra for every additional 1 m span or part there off beyond 6 m span for shuttering of beams only.
Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor three level.
Chapter Code No
Add extra over item No. 4.13.1 to 4.13.4 in superstructure above floor three level for subsequent floor level or part there of.
Providing precast cement concrete jail, nominal mix 1:2:4 (1-Cement:2-Sand:4-stone aggregate 6 mm nominal size) reinforced with 1.6 mm dia Mild steel wire, including centering and shuttering roughening, cleaning, fixing and finishing in cement mortar 1:3 (1-Cement:3-fine sand) etc., complete as per approved design excluding plastering of jambs, sills and soffits up to floor three level.
4.15.3 40 mm thick Sqm 285.00
4.15.4 30 mm thick Sqm 266.00
4.16
Cum 3403.00
B-25
Description Unit Rate (Rs.)
4.17
Cum 3232.00
4.18
Cum 3429.00
Providing, hoisting and fixing up to floor three level precast reinforced concrete work in string courses, copings, bed plates, anchor blocks, plain window sills and the like including cost of required centering, shuttering, finishing, smooth with 6 mm thick cement plaster 1:3 (1-Cement:3-fine sand) on exposed surface complete excluding cost of reinforcement with 1:2:4 (1-Cement:2-Sand:4-stone aggregate graded 20/12.5 mm nominal size).
Chapter Code No
Providing hoisting and fixing precast reinforced concrete in small lintels not exceeding 1.5 m clear span up to floor three level including the cost of required centering, shuttering and finishing smooth with 6 mm thick cement plaster 1:3 (1-Cement:3-fine sand) on exposed surfaces complete but excluding the cost of reinforcement with 1:2:4 (1-Cement:2-coarse sand : 4-graded stone aggregate 20 mm nominal size).
Providing hoisting and fixing up to floor level three precast reinforced concrete in mouldings as in cornices, windows sills etc. including setting in cement mortar 1:3 (1-Cement:3-sand) cost of required centering shuttering and finishing smooth with 6 mm thick cement plaster 1:3 (1-Cement:3-fine sand) on exposed surfaces complete but excluding the cost of reinforcement with 1:2:4 (1-Cement:2-coarse sand:4-graded stone aggregate 20 mm nominal size).
4.19
Cum 3106.00
4.20
Cum 5944.00
B-26
Description Unit Rate (Rs.)
4.21
Cum 3058.00
4.22
4.22.1 100mmX75mm Mtr. 71.00
Providing hoisting and fixing up to floor three level precast reinforced concrete in lintels beams and bressumers including setting in cement mortar 1:3 (1-Cement:3-coarse sand) cost of required centering, shuttering and finishing smooth with 6 mm thick cement plaster 1:3 (1-cement:3-fine sand) on exposed surface complete but excluding the cost of reinforcement with 1:2:4 (1-Cement:3-coarse sand:4-graded stone aggregate 20 mm nominal size).
Providing hoisting and fixing up to floor third level precast reinforced concrete in shelves including setting in cement mortar 1:3 (1-Cement:3-coarse sand) cost of required centering, shuttering and finishing smooth with 6 mm thick cement plaster 1:3 (1-cement:3-fine sand) on exposed surface complete but excluding the cost of reinforcement with 1:2:4 (1-Cement:2-coarse sand:4-graded stone aggregate 20 mm nominal size).
Chapter Code No
Providing, hoisting and fixing up to floor three level precast reinforced concrete in vertical & horizontal fins individually or forming box louvers setting in cement mortar 1:2 (1-Cement:2-sand) including the cost of required centering, shuttering and finishing smooth the 6 mm thick cement plaster 1:3 (1-Cement:3-fine sand) on exposed surface complete but excluding the cost of reinforcement with 1:2:4 (1-Cement:2-coarse sand:4-graded stone aggregate 20 mm nominal size).
Supplying and fixing precast R.C.C. door and window frames up to floor three level nicely finished in cement concrete mix 1:2:4 (1-Cement:2-sand:4-stone aggregate graded 12.5 mm nominal size) with 1 % steel, single or double rebated as required, of size :
4.22.2 125mmX75mm Mtr. 86.00
4.23
1.50%
4.24
Sqm 230.00
4.25
Sqm 85.00
B-27
Description Unit Rate (Rs.)
DESIGN MIX CONCRETE
4.26
Cum 2691.00
Add extra over item Nos. 4.15 to 4.22 in superstructure above floor three level for subsequent floor level or part thereof.
Providing and fixing precast R.C.C. slab mix 1:2:4 (1-Cement:2-sand:4-stone aggregate 12.5 mm nominal size) as per design up to 30 mm thick for shelves etc. including cost of reinforcement consisting of wire mesh 100x100x4mm with fine finish.
Add extra over item No. 4.24 for mosaic finish on one to three edges and top surface of shelves with marble chipping (1 mm to 4 mm nominal size) in grey cement duly finished and polished.
Chapter Code No
Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centering, shuttering and reinforcement including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1-Cement:3-coarse sand) and making good the joints and Admixtures in recommended proportions as per IS : 9103 to accelerate, retard setting of concrete improve workability without impairing strength and durability as per direction of Engineer-in-charge. M-20 grade reinforced cement concrete. All work up to plinth level.
4.27
4.27.1 Walls, columns, pillars, posts and struts. Cum 2745.00
4.27.2
Cum 2883.00
4.28
4.28.1 Providing M-25 grade R.C.C. instead of M-20 grade R.C.C. Cum 120.00
4.28.2 Providing M-30 grade R.C.C. instead of M-20 grade R.C.C. Cum 164.00
4.28.3 Providing M-35 grade R.C.C. instead of M-20 grade R.C.C. Cum 200.00
B-28
Description Unit Rate (Rs.)
4.29Cum 67.00
ENCASING ROLLED STEEL SECTION
4.30
Cum 3551.00
Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements excluding the cost of centering, shuttering and reinforcement including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1-Cement:3-coarse sand) and making good the joints and admixtures in recommended proportions as per IS : 9103 to accelerate, retard setting of concrete improve workability without impairing strength and durability as per direction of Engineer-in-charge. M-20 grade reinforced cement concrete. All work from plinth level up to floor three level.
Beams, plinth beams, girders, bressumers, cantilevers, suspended floors, lintels, roofs and staircases including spiral staircases, shelves etc.
Add or deduct for providing richer or leaner mixes respectively.
Chapter Code No
Add extra on item 4.26 and 4.27 for R.C.C. work above floor three level for each floor or part thereof.
Encasing rolled steel section in beams and columns, with cement concrete 1:2:4 mix (1-Cement:2-coarse sand:4-stone aggregate 12.5 mm nominal size) including centering and shuttering complete but excluding cost of reinforcement.
4.31
Cum 2600.00
4.32
Sqm 161.00
MISCELLANEOUS
4.33.1Kg. 485.00
4.33.2
Kg. 221.00
4.34
425.00
4.35
92.00
B-29
Description Unit Rate (Rs.)
4.36
Sqm 595.00
4.37
Sqm 734.00
Encasing rolled steel section in grillages with cement concrete 1:2:4 mix (1-Cement:2-coarse sand:4-stone aggregate 12.5 mm, nominal size) including centering and shuttering complete but excluding cost of expanded metal and hangers.
Providing and fixing expanded metal mesh of size 20x60 mm and strands 3.5 mm vide 1.6 mm thick weighing 3.64 Kg. Per Sqm. for encasing of rolled steel sections in beams, columns and grillages excluding cost of hangers.
Providing and fixing in position copper plate as per design for expansion joints.
Providing and fixing in position Aluminium plate as per design for expansion joints.
Providing and filling in position blown bitumen in expansion joints. 25mm wide and 25mm deep.
100mtr/cm depth/cm width
Providing and filling in position bitumen mix filler of proportion 80 Kg. Of hot bitumen, 1 Kg. Of cement and 0.25 cubic meter of coarse sand for expansion joints.
100 mtr. Length. Per cm width
and per cm. Depth.Per
100 m. length
Chapter Code No
Providing and fixing in position 12 mm thick bitumen impregnated fiberboard confirming to IS:1838-1961 in expansion joints including the cost of primer sealing compound.
Providing and fixing in position 18 mm thick bitumen impregnated fiberboard confirming to IS: 1838-1961 in expansion joints including the cost of primer sealing compound.
4.38
Sqm 934.00
4.39
Sqm 288.00
4.40
Sqm 1113.00
4.41
20.00
SILFIL (ARMOUR BOARD)
4.42
4.42.1 20 mm thick Sqm 270.00
4.42.2 25 mm thick Sqm 338.00
4.42.3 30 mm thick Sqm 405.00
4.42.4 40 mm thick Sqm 540.00
4.42.5 50 mm thick Sqm 676.00
B-30
Description Unit Rate (Rs.)
4.43
4.43.1 Serrated with central bulb (225 mm wide, 8.11 mm thick). Mtr. 369.00
Providing and fixing in position 25 mm thick bitumen impregnated fireboard confirming to BE : 1838 – 1961 including the cost of primer sealing compound.
Providing and fixing Asbestos sheet 6 mm thick and 150 mm. Wide over expansion joint with fixing rowl plug and screws as per designs to match the colour shade of the distemper or wall treatment.
Providing and fixing Aluminum sheet 3.15 mm thick and 150 mm. Wide over expansion joint with fixing rowl plug and aluminum screws as per designs to match the colour shade of the distemper or wall treatment.
Add extra for laying R.C.C. in or under water and or liquid mud including the cost of pumping or bailing out water and removing slush etc. complete.
P. Cum.P. Mtr.Depth
Providing and fixing SILFIL (Armour Board) of 20mm thickness (Thickness Built-up using minimum 10mm thick specifically extruded high Performance sheet) using double side to the casted surface to form the expansion joint.
Chapter Code No
Providing and placing in position suitable PVC water Stops confirming to IS : 12200 for construction/expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete.
4.43.2 Dumb bell with central bulb (180 mm wide, 8 mm thick). Mtr. 280.00
4.43.3 Kickers (320 mm wide, 5 mm thick). Mtr. 352.00
4.44
4.44.1
Mtr. 465.00
4.44.2
Mtr. 438.00
4.44.3
Mtr. 728.00
B-31
Description Unit Rate (Rs.)
4.45
4.45.1 For 25 mm dia bars Each 50.00
Supplying and providing of two components poly sulphide sealant containing solid contents, confirming to standard specification and approved compatible primer, for priming vertical faces prior to application of poly sulphide sealant including all labour charges for sealing of expansion joints after drill mixing of two components sealing compound. Cleaning and preparation of expansion joint using wire brush sand papering with emery paper and filing with suitable mechanical means. The work includes raking and cleaning of joints, sticking, debonding tape on bottom of joint, applying primer on edges, using masking tape on edges, providing of sealant and removal of masking tape immediately after providing sealant in joint.
To vertical joint between R.C.C. columns, bricks & stone masonary in size 40 mm width and 12 mm depth, including providing back up material (Thermocoal foam) if required.
To joints in flooring, as per drawing with first layer of poly sulphide sealant in size 20 mm width and 10 mm depth and then providing polyethylene foam back up rod 25 mm dia size and finally providing another layer of poly sulphide sealant in size 20 mm width and 10 mm depth over P.E. back up rod as per application procedure and direction of Engineer-in-charge.
To horizontal joints between beams masonary in size 40 mm width and 20 mm depth on top faces with pouring grade providing required back-up material (Thermocoal foam) complete.
Chapter Code No
Welding of MS rounds plain/ tor for RCC work joints are to be butt or v shape, confirming to IS standreds, complete in all respect at work site.
4.45.2 For 32 mm dia bars Each 75.00
4.45.3 For 36 mm dia bars Each 125.00
4.45.4 For 40 mm dia bars Each 150.00
4.46
Kg. 3.00
4.47
Mtr. 49.00
4.48
Each 167.00
Labour charges for cutting, bending for fabrication and binding reinforcement (plain or top/ribbed steel) as per drawing and design for R.C.C. and R.B. work including cost of binding wire with all lead complete upto floor three level,
P&F Precast cement concrete Kangura of size 61x30x4 cm.including Earth work and fixing jointing with cement mortar 1:3.
P&F R.C.C. post size (Thamba) 0.10x0.10x0.91 M. with matam & reinforcement complete.
B-32
CHAPTER No. B-5
BRICK WORK
NOTE :
1
Description Unit Rate (Rs.)
5.1
5.1.1Cum 1647.00
5.1.2Cum 1564.00
5.1.3Cum 1542.00
5.1.4 Cement Mortar 1:3 (1-Cement:3-coarse sand). Cum 1786.00
5.1.5 Cement Mortar 1:4 (1-Cement:4-coarse sand). Cum 1695.00
5.1.6 Cement Mortar 1:5 (1-Cement:5-Coarse sand). Cum 1631.00
5.1.7 Cement Mortar 1:6 (1-Cement:6-coarse sand). Cum 1578.00
5.1.8 Cement Mortar 1:8 (1-Cement:8-coarse sand). Cum 1519.00
5.1.9 Mud mortar Cum 1176.00
5.2
Cum 122.00
Rates are for three storey from plinth level and include cost of water, scaffolding, centering and shuttering, curing and raking of joints etc.
Chapter Code No
Brick masonary in foundation and plinth with bricks of class designation 75 mm in :
Cement lime mortar 1:1:6 (1-Cement:1-lime putty:6-coarse sand)
Cement lime mortar 1:2:9 (1-Cement:2-lime putty :9-coarse sand)
Cement lime mortar 1:3:12 (1-Cement:3-lime putty :12-coarse sand)
Add extra over item No. 5.1 for brick work in superstructure up to third storey.
B-33
Description Unit Rate (Rs.)
5.3 Extra over item No. 5.1 for brick work in :-
5.3.1 Square or Rectangular Pillars. Cum 144.00
5.3.2 Circular Pillars. Cum 173.00
5.4
Cum 132.00
5.1.5
Cum 2316.00
5.6
Cum 2190.00
5.7
Cum 72.00
5.8
5.8.1Sqm 229.00
5.8.2 Cement mortar 1:3 (1-Cement:3-coarse sand). Sqm 229.00
5.8.3 Cement mortar 1:4 (1-Cement:4-coarse sand). Sqm 245.00
Chapter Code No
Add extra over item No. 5.1 for making tapered surface of brick masonary extra for cutting or chamfering of bricks to required shape.
Brick work in plain arches in superstructure up to third storey in cement mortar 1:3 including centering and shuttering complete span up to 6 Mtr. with Brick of class designation 75.
Brick work in gauged arches in superstructure up to third storey in cement mortar 1:3 including centering and shuttering complete span up to 6 meter with Brick of class designation 75.
Add extra over item No. 5.5 & 5.6 for arches exceeding 6 M span including all shuttering and centering, bolting wedging and removal.
Half brick masonry in foundation & plinth using bricks of designation 75 with nominal hoop rainforsed (2 Nos. 6mm MS bar) at every fourth course in for hoop rainforcement 1Sqm. 6mm MS bar.
Cement lime mortar 1:1:6 (1-Cement:1-lime:6-coarse send).
5.8.4 Cement mortar 1:6 (1-Cement:6-coarse sand). Sqm 221.00
B-34
Description Unit Rate (Rs.)
5.9Sqm 15.00
5.10
5.10.1 Cement mortar 1:3 (1-Cement:3-coarse sand) Sqm 197.00
5.10.2 Cement mortar 1:4 (1-Cement:4-coarse sand). Sqm 191.00
5.10.3 Cement mortar 1:6 (1-Cement:6-coarse sand). Sqm 182.00
5.11Kg. 35.20
5.12
5.12.1 Cement Mortar 1:4 (1 Cement : 4 Coarse sand) Sqm 108.00
5.12.2 Cement mortar 1:6 (1-Cement : 6-Coarse sand). Sqm 101.00
5.13.1
Mtr. 10.00
5.13.2
56.00
Chapter Code No
Add extra over item No. 5.8 for half brick masonary in superstructure up to third story.
Brick work in partition in super structure up to third storey 7 Cm. thick (brick on edges) using bricks of class designation 75 with nominal hoop rainforcement (2 Nos 6mm MS bar) at every fourth course in
Deduct if item No. 5.8 & 5.10 for using nominal hoop reinforcement at requisite interval.
Honey comb brick work half brick thick with bricks of class designation 75 up to third storey in :
Providing brick in half brick or brick on edge 5 to 7 cm. projected from wall face in bricks of class designation 75 in cement mortar 1:4 (1-Cement:4-coarse sand) for cornices corbelling and coping etc. up to third storey.
Add extra over item No. 5.1 for laying bricks work in or under water and or liquid mud including cost of pumping of or bailing out water and removal of slush etc. complete. Cum per mtr
depth.
5.14Cum 50.00
B-35
Description Unit Rate (Rs.)
5.15
Cum 1609.00
5.16
5.16.1 Cement mortar 1:4 (1-Cement:4-coarse sand). Sqm 275.00
5.16.2 Cement mortar 1:6 (1-Cement:6-coarse sand). Sqm 257.00
5.17Cum 1180.00
5.18 Cum 10%
5.19
5.19.1 Quantity in Cum. Cum 41.00
5.19.2 Quantity in R.Mtr. Mtr. 1.20
5.19.3 Quantity in Sqm. Sqm 5.00
5.20
5.20.1 With F.P.S. Bricks Cum 3000.00
5.20.1 With Modular Bricks Cum 2800.00
Add extra over item No. 5.1 for laying bricks work in or under foul condition.
Chapter Code No
Brick work in superstructure up to third storey with selected bricks of class designation 75 in exposed brick work including making horizontal and vertical grooves 10 mm. Wide 12 mm deep complete in cement mortar 1:6.
Honey comb brick work 23 cm thick with bricks of class designation 75 up to third storey in :
Dry brick pitching in proper bond with bricks of class designation 75.
Add extra over all type of bricks for using clay fly ash bricks.
Extra for doing brick work for each subsequent storey for respective items beyond third story.
Brick work with machine moulded perforated brick of class designation 125 confirming IS: 2222-1991 in super structure above plinth level V level in CM 1:6 (1-Cement:6-coarse sand).
5.21
5.21.1 Quantity in Cum. Cum 148.00
5.21.2 Quantity in Sqm. Sqm 17.00
Add Extra over item of brick work for doing brick work with class designation100 instead of class designation 75.
B-36
CHAPTER No. B-6
STONE MASONRY
NOTE :1
2
3
4
5 Add/Deduct difference of cost of dressing, if otherwise mentioned.
6
7
8
9
10
Description Unit Rate (Rs.)
PART (A) : GENERAL - STONE WORK6.1
6.1.1 Mud Mortar. Cum 672.00
Rates provided are for the complete finished items inclusive of cost of water and materials with all leads labour, all type of taxes, royalty, scaffoliding, curing, laying, fixing finishing etc., hire charges for tools and plants, templates and other appliances, required for the purpose of execution of the items work as per specification.
In case of non-availability of stone header of proper size cement concrete header of mix 1 : 3 : 6 (M-100) with 25mm graded stone aggregate with smooth finish may be provided by the contractor at no extra cost.
Rate are for complete work including fixing, all pointing in cement mortar 1 : 3/ lime mortar 1 : 2/ gypsum.
Exposed surface is to be measured only for chhajjas, parapets, shelves and cantilever steps.
Add extra on G.F. rates for S & F item for first floor/subsequent floor per floor @ Rs. 22/- per Cum. /@ Rs. 1.50 per Sqm. Item No. 26 to 65 except item No. 35 to 40.
Deduct for Dasa of lintel of vents for plinth and basement @ Rs. 20/- per Cum.
Rough dressing is included in items of S/F and thereof rates of items 35 to 40 are over rough dressing.
Soorsagar white or equivalent and red or equivalent is to be used only for exposed surfaces and all other internal ashlar may be paid for rate of Bhura or equivalent ashlar.
For the item of ashlar work 3 – line stone dressed, full rate should be allowed on test check of Executive Engineer.
Chapter Code No
Random Rubble stone masonary for foundation and plinth in Cement Sand Mortar above 30 Cm. thick wall in :
6.1.2 Dry Masonary. Cum 473.00B-37
Description Unit Rate (Rs.)
6.1.3 Lime Sand Mortar 1:3 (1-Lime Putty :3-Sand). Cum 683.00
6.1.4 Cement Mortar 1:3 (1-Cement:3-Sand). Cum 1357.00
6.1.5 Cement Mortar 1:4 (1-Cement:4-Sand). Cum 1237.00
6.1.6 Cement Mortar 1:5 (1-Cement:5-Sand). Cum 1152.00
6.1.7 Cement Mortar 1:6 (1-Cement:6-Sand). Cum 1082.00
6.2
6.2.1 Mud Mortar. Cum 988.00
6.2.2 Dry Masonary. Cum 949.00
6.2.3 Lime Sand Mortar 1:3 (1-Lime Putty :3-Sand). Cum 1159.00
6.2.4 Cement Mortar 1:3 (1-Cement:3-Sand). Cum 1598.00
6.2.5 Cement Mortar 1:4 (1-Cement:4-Sand). Cum 1478.00
6.2.6 Cement Mortar 1:5 (1-Cement:5-Sand). Cum 1393.00
6.2.7 Cement Mortar 1:6 (1-Cement:6-Sand). Cum 1324.00
6.2.8 Cement Mortar 1:8 (1-Cement:8-Sand). Cum 1246.00
6.3 Extra over item No. 6.1 & 6.2 for :
6.3.1 Wall curved in plan to mean radius not exceeding 6 Mtr. Cum 133.00
6.3.2 Wall up to 30 Cm. and less thickness. Cum 107.00
6.3.3Cum 169.00
6.4
Chapter Code No
Random Rubble stone masonary for superstructure above plinth level one storey height above 30 Cm. thick walls in :
Pillar masonry including bed plates as per specifications. Bed plate to be paid separately.
Extra for facing as per design and detailed specifications including additional cost of stones over item No. 6.1 & 6.2 for :
6.4.1 Course rubble facing First Sort. Sqm 135.00
6.4.2 Course rubble facing Second Sort. Sqm 96.00B-38
Description Unit Rate (Rs.)
6.4.3 Ashlar fine tooled facing. Sqm 230.00
6.4.4 Ashlar rough tooled facing.. Sqm 115.00
6.4.5 Ashlar pitched facing. Sqm 120.00
6.4.6 R.R. stone decoration facing. Sqm 55.00
6.4.7 Workshop pattern masonary. Sqm 70.00
6.4.8
Sqm 96.00
6.5
6.5.1 Red Karauli sand stone rough dressed 25 to 35 mm thick. Sqm 788.00
6.5.2Sqm 50.00
6.5.3Sqm 917.00
6.5.4Sqm 50.00
6.5.5 Modak or similar stone rough dressed 30 to 40 mm thick. Sqm 748.00
6.5.6Sqm 50.00
6.5.7Sqm 915.00
6.5.8Sqm 848.00
6.6
Chapter Code No
Add extra for rock facing with porper projection and chisal dressing of edges of stone 2 line dressing for building corners,jambs including uniform joints.
Providing stone veneer facing in cement mortar 1:4 including cement pointing 1:3 in white cement with admixture of pigment matching the stone shade, up to one storey height above plinth level, in :
Extra over item no. 6.5.1 for fine grinded stone used instead of rough dressed
White Dholpur and stone rough dressed 25 to 35 mm thick.
Extra over item no. 6.5.3 for fine grinded stone used instead of rough dressed.
Extra over item no. 6.5.5 for fine grinded stone used instead of rough dressed
Marble facing abardari (White and Pink) polished, 18 to 25 mm thick.
Chittor/Nimbahera or similar stone facing polished 18 to 25 mm thick.
Providing stone veneer facing in strips up to 125 mm width and up to 20 mm thick in cement mortar 1:4 including cement pointing 1:2 with and admixture of pigment matching stone shade up to 4.5 Mtr. height above plinth level, in :
6.6.1 White / Red / other stone rough dressed. Sqm 784.00
6.6.2Sqm 45.00
B-39
Description Unit Rate (Rs.)
ARCH MASONRY6.7
6.7.1 With hammer dressed stone (to be plastered). Cum 2517.00
6.7.2 With coursed rubble stone (to be pointed). Cum 2811.00
6.7.3 Block-in-Course chisel dressed, arch span up to 1.5 Mtr. Cum 3526.00
6.7.4 Block-in-Course chisel dressed, arch span above 1.5 Mtr. Cum 3690.00
6.7.5Cum 4096.00
6.7.6Cum 4247.00
6.7.7 Relieving arch stone masonary. Cum 2615.00
6.8Cum 681.00
6.9 Deduct if arch masonary is done in lime sand mortar 1:2 Cum 270.00
6.10
Sqm 267.00
6.11
6.11.1 Random Rubble with stone weighing 30 to 40 Kg. Each. Cum 484.00
6.11.2 Coursed rubble. Cum 547.00
Extra over item no. 6.6.1 for fine grinded stone used instead of rough dressed
Chapter Code No
Stone masonary for arches in cement sand mortar 1:3 including centering shuttering and pointing etc. up to 4.5 Mtr. height from plinth level:
Cut stone fine dressed with fine joints, arch span up to 1.5 Mtr.
Cut stone fine dressed with fine joints, arch span above 1.5 Mtr.
Extra over item No. 6.7 for dome masonary. Shuttering and Form work if required to be paid separately.
Pardi Wall in Katla stone in cement mortar 1:6, 75 mm to 150 mm thick excluding plaster.
Dry stone pitching including preparing the surface etc. complete :
6.12
6.12.1 Copper Kg. 559.00
6.12.2 Gun metal (casted). Kg. 335.00B-40
Description Unit Rate (Rs.)
6.13
6.13.1 Plain or Bull nosed. Sqm 1784.00
6.13.2 Goladar. Sqm 1954.00
6.13.3 Plain Tikaridar. Sqm 2833.00
6.13.4 Plain ornamental. Sqm 3555.00
6.14
6.14.1 50 mm thick. Sqm 901.00
6.14.2 75 mm thick. Sqm 1041.00
6.14.3 100 mm thick. Sqm 1241.00
6.15
6.15.1 25 mm thick. Sqm 728.00
6.15.2 35 mm thick. Sqm 735.00
6.15.3 50 mm thick. Sqm 737.00
6.15.4 75 mm thick. Sqm 749.00
6.16
Providing and fixing clamps of required size shape for anchoring stone wall lining (veneer) to the backing or securing adjacent stone in stone wall lining (veneer) in cement mortar 1:2 including making the necessary chases made of :
Chapter Code No
DASA, SILLS, COPING, LINTELS, CHHAJJAS ETC.
Supplying and fixing in cement sand mortar 1:4 sand or other approved stone dassa or coping of thickness 75 to 100 mm (fine dressed) :
Supplying and fixing rough dressed stone sills, dassa, coping, cornices sriwan, string courses etc. in cement mortar 1:4 including pointing with admixture of pigment matching with the stone shade :
Supplying and fixing dressed sand or other approved stone shelves, tands in cement mortar 1:3 with fine dressed edges :
Sipplying and fixing machine cut and polished stone shelves, tands and sills in CM 1:3 with machine cut edges:
6.16.1 Sand or other approved stone 25 mm thick. Sqm 769.00
6.16.2 Sand or other approved stone 35 mm thick. Sqm 769.00
6.16.3 Sand or other approved stone 50 mm thick. Sqm 769.00
6.16.4 Kota stone 25 to 30 mm thick. Sqm 345.00
6.16.5 Madras Stone 25 to 30 mm thick. Sqm 416.00
6.16.6 Chittor / Nimbahera 25 to 30 mm thick. Sqm 321.00
B-41
Description Unit Rate (Rs.)
6.17
Sqm 40.00
6.18
6.18.1
Sqm 270.00
6.18.2 20 mm thick plastering in CM 1:6 on both faces. Sqm 320.00
6.19Sqm 36.00
6.20
6.20.1 80 mm thick. Sqm 540.00
6.20.2 50 mm thick. Sqm 512.00
6.21
6.21.1 35 to 40 mm thick. Sqm 648.00
6.21.2 50 mm thick. Sqm 500.00
Chapter Code No
Extra over item 6.16.1 to 6.16.6 for machine cut both side polished stone is used
Providing and fixing 30 to 40 mm thick stone chajjas in cement sand mortar 1:4 including making gola at junction with wall in cement concrete M-15 grade (1:2:4 nominal mix), drip course :
Pointing both faces in CM 1:3 with an admixture of pigment matching the stone shade.
Deduct from item No. 6.18 for fixing done in lime sand mortar 1:2 instead of CM 1:3.
Providing dab stone over Chhajjas duly fixed in cement sand mortar 1:6 complete :
Providing and fixing fine dressed machine cut approved sand stone steps (riser and treads) in CM 1:4 including pointing the joints with white cement mortar 1:2 with admixture of matching the stone shade with width of steps 1200 mm :
6.22
6.22.1 Red Sand stone. Sqm 2215.00
6.22.2 White Sand stone. Sqm 2280.00
6.23
45.00
B-42
Description Unit Rate (Rs.)
6.24
6.24.1 Quantity in Sqm. Sqm 14.00
6.24.2 Quantity in Cum. Cum 51.00
6.25
Mtr. 10.00
Note :
Cum 350.00
Providing and fixing stone jali 40 mm thick through out (without sinking or moulding in jali slab) in CM 1:3 including pointing in white cement marble mortar 1:2 including pointing in white cement marble mortar 1:2 (1-Cement:2-marble dust) with an admixture of pigment matching the stone shade, jali patterns to be cut square to jali slab without any chamfers etc.:
Add extra for doing masonary work in or under water and or liquid mud including cost of pumping or bailing out water and removing and slush etc. complete.
Cum per mtr
depth.
Chapter Code No
Extra for subsequent storey or height of 4.5 Mtr. or part thereof for all masonary work.
Making groove of approved design up to 20x20mm size in the joints of stone veneering work for walls, columns, off sets etc. including finishing in white cement marble mortar 1:2 (1-Cement:2-marble dust) with an admixture of pigment matching the stone shade, complete.
Recover cost of useful stone @ 2/3rd of masonry work dismantled or actual quantity, which ever is more.
B-43
Description Unit Rate (Rs.)
PART (B) : ASHLAR WORK
ASHLAR-STONE WORK
6.26
6.26.1 (A) Upto 15 cm thick Soorsagar or eqvt. White Ashlar Cum 6583.00
(B) Upto 15 cm thick Red Ashlar Cum 6138.00
6.26.2 Above 15 cm. and upto 20 cm. thick(A) Red Ashlar Cum 6178.00
(B) Soorsagar or eqvt. White Ashlar Cum 6623.00
6.26.3 Above 20 cm. thick & upto 2.15 m length (Pats.)(A) Red Ashlar Cum 6218.00
(B) Soorsagar or eqvt. White Ashlar Cum 6663.00
6.26.4 Above 20 cm. thick & above 2.15 m length(A) Red Ashlar Cum 6228.00
(B) Soorsagar or eqvt. White Ashlar Cum 6673.00
Chapter Code No
Supplying and fixing ashlar sills, jambs, skirting, steps etc. rough dressed:
6.27
6.27.1 Upto 15 cm. thick Cum 3490.00
6.27.2 Above 15 cm. and upto 20 cm. thick Cum 3530.00
6.27.3 Above 20 cm. thick (pats) & upto 2.15 m length Cum 3580.00
6.27.4 Above 20 cm. thick (pats) & above 2.15 m length Cum 3640.00
6.28
6.28.1 (a) upto 15 cm thick Red Ashlar Cum 6526.00
(b) upto 15 cm thick White Ashlar Cum 7047.00
6.28.2 Above 15 cm. and upto 20 cm. thick
(a) Soorsagar or eqvt. White Ashlar Cum 7137.00
(a)Red Ashlar Cum 6596.00
B-44
Description Unit Rate (Rs.)
6.28.3 Above 20 cm. thick & upto 2.15 m length (Pats.)(a) Soorsagar or eqvt. White Ashlar Cum 7207.00
(a)Red Ashlar Cum 6666.00
6.28.4 Above 20 cm. thick & above 2.15 m length
(a) Soorsagar or eqvt. White Ashlar Cum 7277.00
(b) Red Ashlar Cum 6736.00
6.29
(a) Soorsagar or eqvt. White Ashlar Cum 10417.00
(b) Red Stone Cum 9265.00
6.30
(a) Soorsagar or eqvt. White Ashlar Cum 8973.00
Supplying and fixing Soorsagar Bhura or Equivalent ashlar sills, lintels and dassa, bearing, bed & top surface made perfenctly even, jambs, skirting steps etc. rough dressed:
Supply and fixing ashlar lintels and Dassa exposed horizontal and vertical faces 3 - lines fine dressed (bearing bed & top surface made perfectly even)
Chapter Code No
Supplying and fixing ashlar solid block pillars fully fine (3 lines) dressed
Supplying and fixing ashlar stone arches fuly fine (3 lines) dressed for 1.5 to 5m. Span (Net content payable)
(b) Red Stone Ashlar Cum 7880.00
6.31
(a) Soorsagar or eqvt. White Ashlar Sqm 2057.00
(b) Red Ashlar Sqm 1795.00
6.32
(a) Soorsagar or eqvt. White Ashlar Sqm 2111.00
(b) Red Ashlar Sqm 1794.00
6.33
(a) Soorsagar or eqvt. White Ashlar Sqm 2331.00
(b) Red Ashlar Sqm 2014.00
6.34Cum 5881.00
B-45
Description Unit Rate (Rs.)
6.35
6.35.1 (A) White Ashlar three line Sqm 640.00
6.35.1 (B) Red Ashlar three line Sqm 310.00
6.35.2 (A) White Ashlar two line Sqm 398.00
6.35.2 (B) Red Ashlar two line Sqm 244.00
6.35.3 (A) White Ashlar one line Sqm 320.00
6.35.3 (B) Red Ashlar one line Sqm 144.00
6.36
(A) Soorsagar or eqvt. White Ashlar Sqm 77.00
Supplying and fixing ashlar face stone 10 cm thick fine (3 lines) dressed
Supplying and fixing ashlar coping ordinary 7 to 10 cm. thick 2-line dressed (normal length of single piece not less than 0.90m)
Supplying and fixing ashlar coping moulded and counter slopped 7 to 10 cm. thick (2 line dressed) -do-
Supplying and fixing ashlar shrivan (Kharpa grooved) rought dressed -do-
Chapter Code No
Fine dressing of ashlar stone work (payable on Executive Engineer's test checking):
Rough dressing ashlar stone work (payable only for departmental work).
(B) Red Ashlar Sqm 55.00
6.37
(A) Soorsagar or eqvt. White Ashlar Cum 26928.00
(B) Red Ashlar Cum 22608.00
6.38
(A) Soorsagar or eqvt. White Ashlar Cum 24928.00
(B) Red Ashlar Cum 20608.00
6.39
6.39.1 Form item No. 6.37
(A) Soorsagar or eqvt. White Ashlar Cum 13464.00
(B) Red Ashlar Cum 11304.00
6.39.2 Form item No. 6.38
(A) Soorsagar or eqvt. White Ashlar Cum 12464.00
(B) Red Ashlar Cum 10304.00
B-46
Description Unit Rate (Rs.)
6.40
6.40.1 (A) Red Ashlar 60x26x18 cm Each 219.00
(B) White Ashlar 60x26x18 cm Each 320.00
6.40.2 (A) White Ashlar 60x30x25 cm Each 389.00
(B) Red Ashlar 60x30x25 cm Each 283.00
6.41
6.41.1 (A) Red Ashlar three line dressed Sqm 642.00
(B) White Ashlar three line dressed Sqm 893.00
Supplying and fixing ashlar cantilever steps fine (3 lines) dressed (triangular exposed surface is to be measured)
Supplying and fixing ashlar cantilever steps fine (2 lines) dressed (triangular exposed surface is to be measured)
Deduct if the shape of cantilever and landing steps is rectangular
Chapter Code No
Supplying and fixing ashlar rain water spouts fine (3 lines) dressed as per approved design of size :
Supplying and fixing ashlar stone chhajja 5 to 7 cm. thick all exposed surface fully fine dressed, weather dripped includin 75x75mm. Cement bota (1:2:4) between chhajja & wall (single piece upto 1:2m length) :
6.41.2 (A) Red Ashlar two line dressed Sqm 576.00
(B) White Ashlar two line dressed Sqm 651.00
6.41.3 (A) Red Ashlar one line dressed Sqm 483.00
(B) White Ashlar one line dressed Sqm 573.00
6.42
6.42.1 (A) Red Ashlar three line dressed Sqm 665.00
6.42.2 (A) Red Ashlar two line dressed Sqm 599.00
6.42.3 (A) Red Ashlar one line dressed Sqm 499.00
6.43
6.43.1 (A) Red Ashlar upto half depth Sqm 1413.00
6.43.2 (A) Red Ashlar upto full depth Sqm 1886.00
6.44 Re-fixing old ashlar stone w/o dressing
(A) White Ashlar Cum 254.00
(B) Red Ashlar Cum 240.00
B-47
Description Unit Rate (Rs.)
6.45 Re-fixing of old stone slab
(A) White Ashlar Sqm 72.00
(B) Red Ashlar Sqm 72.00
6.46
Red Ashlar Sqm 241.00
6.47
Red Ashlar Sqm 346.00
6.48
Red Ashlar Sqm 459.00
Supplying and fixing Red ashlar railing ordinary with takia and thambli complete fine dressed
Supplying and fixing Red ashlar stone Jali 5 to 7 cm. thick curved
Chapter Code No
Supply & fixing Red Ashlar shelves 5 to 7 cm. thick exposed surface rough dressed
Supply and fixing Red Ashlar shelves 5 to 7 cm. thick exposed surface fine (3 lines) dressed
Red ashlar todies for verandah (pillar and pat) fine (3 lines dressed)
6.49
Red Ashlar Sqm 409.00
6.50
6.50.1 Upto 2.15m spanSoorsagar or eqvt. White Ashlar Sqm 358.00
6.50.2 Add extra for span more than 2.15m span Soorsagar or eqvt. White Ashlar Sqm 50.00
6.51 Sqm 167.00
5.52 Sqm 257.00
6.53 Sqm 1317.00
6.54 Sqm 126.00
B-48
Description Unit Rate (Rs.)
6.55
Mtr. 375.00
6.56
Mtr. 449.00
Supply and fixing Red Ashlar todies for chhajjas and shelves fine (3 lines) dressed 30x30x10cm.
Supply and fixing chittar or equivalent stone slab perchits with making edges and top surface level in cement mortar 1:3 complete finished
Supply and fixing 7 to 10 cm. Soorsagar or equivalent stone chaps in lime mortar or gypsum rough dressed more than 0.60 m. length
Supply and fixing 2.5 to 5 cm thick Darba Darbi wall of red (Ros) stone rough dressed fixed in lime mortar or gypsum
Supply and fixing soorsagar or equivalent white stone slab steps 75 to 100 mm thick fine (3 lines) dressed for tread & riser upto 2m. Length, simply supported or centrally fixed with both ends free (projection to be paid only)
Deduct if soorsagar or equivalent Bhura Ashlar stone is used in place of white ashlar.
Chapter Code No
ORNAMENTAL WORK (AS PER EXISTING PATTERN OF UMED HOSPITAL, M.G. HOSPITAL OR RAJASTHAN HIGH COURT BUILDINGS AT JODHPUR)
Supplying and fixing soorsagar or equivalent 35 cm. height ashlar face (3 line) fine dressin with 3.5 cm. gola/groove complete including cutting and moulding (excluding supply of Ashlar and fixing).
Supplying and fixing 13 cm thick soorsagar face stone over vent lintel complete including cutting & moulding (3 line fine dressed)
6.57
Sqm 1989.00
6.58
(A) For white Ashlar stone outer corner Each 533.00
(B) For white Ashlar stone Inner corner Each 280.00
6.59Mtr. 555.00
6.60Each 506.00
6.61
Mtr. 1031.00
6.62
Mtr. 981.00
6.63
Each 885.00
B-49
Description Unit Rate (Rs.)
6.64
Each 1953.00
6.65
Sqm 1597.00
6.66
Sqm 431.00
Supplying and fixing 7 to 8 cm thick soorsagar stone chajja in slope (3 lines fine dressed)-do- weather dripped (both sides dressed)
Supplying and fixing 7 to 8 cm thick soorsagar stone chajja outer and inner corner complete 3 lines fine dressed-do- weather dripped (both sides dressed)
Supplying and fixing 17 cm thick soorsagar dab stone (face 3 line dressed) including cutting and moulding
Supplying and fixing Flat rain water spouts 25 Cum. Wide in Soorsagar stone clopped chhajja (-do-)
Supplying and fixing red Ashlar 17 cm thick ventsill with required slope (face & sill 3 line dressed) complete including cutting and moulding
Supplying and fixing red Ashlar 17 cm thick exposed width todies under slopped Chajja with alternate projection and cutting complete (-do-)
Supplying and fixing red Ashlar 17 cm thick exposed width todies under slopped Chajja F.F. type design 22x22 cm projection (all 0.60 x 0.95 x 0.25 m)
Chapter Code No
Supplying and fixing 22 cm. Thick red Ashlar bad (pillar cap) 45 cm wide X 135 cm long (3 line dressed) all exposed side complete including cutting, moulding and chaffering etc.
Supplying and fixing white soorsagar stone copin 13 mm thick & 4.5 cm wide with 3 set back groove & one projection with sloped tope edge (-do-)
Labour charges for Animar dressing (old M.G.H. pattern) over Soorsagar or equivalent white Ashlar over already two line dressed surface by using special tools i.e. toothed chisel etc.
6.67
Mtr. 608.00
6.68
Mtr. 263.00
6.69
Mtr. 506.00
6.70
(A) Red Ashlar Sqm 128.00
(B) White Ashlar Sqm 146.00
6.71
Sqm 1021.00
6.72 Add extra for 7 to 10 cm. thick courses. Sqm 113.00
6.73
Mtr. 66.00
B-50
Description Unit Rate (Rs.)
6.74Mtr. 29.00
6.75
Sqm 1073.00
Labour charges for soorsagar or equivalent white Ashlar stone cornice of approved shape and design 18 cm. thick 38 to 40 cm. wide and Animar dressing of M.G.H. pattern (including cutting and moulding).
Labour charges for providing 8 to 10 cm. Gola with animar dressing as per old M.G.H. pattern on white Ashlar
Labour charges for soorsagar or equivalent white Ashlar stone coping 15 Cm. thick with cutting, moulding and dressing as per old M.G.H. pattern
Labour charges for fixing of stone chhajja and making good the same (exposed surface to be measured.
Supplying and fixing stone liri in CM 1:4 work facing with proper projection and chisel dressing of edges of stone two line dressing of building corners, jambs etc. including uniform joints using aluminium square section of size 12 mm to 15 mm as per requirement of course and width of stone not less than 12 Cm., with requisite number headers (minimum length of stone 0.9 M) 6 cm. to 9 Cm. thick.
Stone masonary 7 to 15 Cm. thick cladding in cement sand mortr 1:6 with C.R. First Sort facing and rock facing complete on R.C.C. or C.C. works up to 15 to 20 cm. height.
Chapter Code No
Add extra for two line horizontal edges (Patti) dressing of course Khandas
Providing and fixing of machine cut Soorsagar white stone pavement size 600x600 mm and 50 to 75 mm thick over 20 mm thick base cement sand mortar 1:6 be placed at 50-60 mm interval as per existing pavement design. (used single piece 60 cm x 60 cm.)
6.76
Sqm 1133.00
6.77
Mtr. 1619.00
6.78
Each 532.00
6.79
Each 689.00
6.80Each 2923.00
6.81Each 3495.00
6.82Each 3953.00
6.83Each 4416.00
6.84Each 5245.00
S&F 50 to 75 mm thick fine dressed and machine grained surface white Soorsgar stone partition in cement mortar 1:6 with joint finish flush pointing with white cement sand mortar 1:3 with colour pigment of approved shade as per existing shop & as per direction of Engineer-in-charge.
S&F white ashlar stone machine cut Kangura as per approved design 5 cm to 7 cm thick and top portion half round up to 10-12 cm height. Both machine cut finished including excavation of earth work and fixing in cement sand mortar 1:6 as per direction of Engineer incharge complete in all respect size 35 cm wide 5/7 cm thick with all taxes.
P&F white ashlar Todies of machine cut for chhajja of porch fixing in cement mortar of gypsum etc. complete in all respect size 30x30x10 cm.
P&F white ashlar Todies of machine cut for corners of porch fixing in cement mortar or gypsum etc. complete in all respect size 45x30x10 cm.
Supply & fixing or equivelent white ashlar stone archess fully fine fine (3 line) dressed 0.90 M (3' span)
Supply & fixing or equivelent white ashlar 1.20 M (4' span) finished.
Supply & fixing or equivelent white ashlar 1.50 M (5' span) finished.
Supply & fixing or equivelent white ashlar 1.80 M (6' span) finished.
Supply & fixing or equivelent white ashlar 2.10 M (7' span) finished.
B-51
CHAPTER No. B-7
MARBLE, GRANITE AND TILE WORKS
Description Unit Rate (Rs.)
7.1
OR
WHITE MARBLE7.1.1 Makrana second quality plain.
(A)Sqm 1158.00
(B)Sqm 1406.00
(C)Sqm 1841.00
(D) Sqm 2399.00
7.1.2 Makrana Superior quality having light spots.
(A) Sqm 848.00
(B) Sqm 972.00
(C) Sqm 1220.00
Chapter Code No
Marble stone flooring table rubbed, 18-20 mm thick over 20 mm (Av.) thick base of CM 1:4 (1-Cement:4-coarse sand) jointing with white cement mortar 1:2 (1-White cement:2-marble dust) with pigment to match the shade of the marble slab including grinding rubbing and polishing complete.
Providing and fixing stone slabs table rubbed, 18-20mm thick in Walls, Steps, Pillars, Counters, Jambs, Shelves, Sills etc. laid on 12 mm (Av.) thick base of CM 1:3 (1-cement:3-coarse sand) jointing with white cement mortar 1:2 (1-White cement:2-marble dust) with pigment to match the shade of the marble slab complete including grinding rubbing and polishing.
Upto 800 Cm2 Tiles
Upto 801 to 1500 Cm2 Tiles
Size upto 1501 to 3600 Cm2
Above 3601 Cm2
Size upto 800 Cm2
Size upto 801 to 1500 Cm2
Size upto 1501 to 3600 Cm2
(D) Sqm 1406.00
B-52
Description Unit Rate (Rs.)
7.1.3 Makrana ‘Adanga’.
(A) Sqm 600.00
(B) Sqm 724.00
(C) Sqm 848.00
(D) Sqm 1034.00
7.1.4 Rajnagar Ist quality with light spots.
(A) Sqm 582.00
(B) Sqm 662.00
(C) Sqm 724.00
(D) Sqm 824.00
7.1.5 Rajnagar 2nd quality with light spots and streaks.
(A) Sqm 538.00
(B) Sqm 569.00
(C) Sqm 631.00
(D) Sqm 724.00
7.1.6 Ambaji (Abu) with green shadow.
(A) Sqm 712.00
(B) Sqm 805.00
(C) Sqm 1034.00
Above 3601 Cm2
Chapter Code No
Size upto 800 Cm2
Size upto 801 to 1500 Cm2
Size upto 1501 to 3600 Cm2
Above 3601 Cm2
Size upto 800 Cm2
Size upto 801 to 1500 Cm2
Size upto 1501 to 3600 Cm2
Above 3601 Cm2
Size upto 800 Cm2
Size upto 801 to 1500 Cm2
Size upto 1501 to 3600 Cm2
Above 3601 Cm2
Size upto 800 Cm2
Size upto 801 to 1500 Cm2
Size upto 1501 to 3600 Cm2
(D) Sqm 1499.00
B-53
Description Unit Rate (Rs.)
7.1.7 Ambaji (Abu) Panther.
(A) Sqm 569.00
(B) Sqm 662.00
(C) Sqm 755.00
(D) Sqm 910.00
7.1.8 Andhi Pista and Jhiri.
(A) Sqm 538.00
(B) Sqm 631.00
(C) Sqm 724.00
(D) Sqm 848.00
7.1.9 Andhi Indo – Italian and baldevgarh.
(A) Sqm 600.00
(B) Sqm 724.00
(C) Sqm 848.00
(D) Sqm 1096.00
7.1.10 Banswara.
(A) Sqm 476.00
(B) Sqm 569.00
(C) Sqm 724.00
Above 3601 Cm2
Chapter Code No
Size upto 800 Cm2
Size upto 801 to 1500 Cm2
Size upto 1501 to 3600 Cm2
Above 3601 Cm2
Size upto 800 Cm2
Size upto 801 to 1500 Cm2
Size upto 1501 to 3600 Cm2
Above 3601 Cm2
Size upto 800 Cm2
Size upto 801 to 1500 Cm2
Size upto 1501 to 3600 Cm2
Above 3601 Cm2
Size upto 800 Cm2
Size upto 801 to 1500 Cm2
Size upto 1501 to 3600 Cm2
(D) Sqm 972.00
B-54
Description Unit Rate (Rs.)
PINK MARBLE
7.1.11 Udaipur (Babarmal).
(A) Sqm 588.00
(B) Sqm 662.00
(C) Sqm 693.00
(D) Sqm 848.00
7.1.12 Makrana Adanga.
(A) Sqm 600.00
(B) Sqm 724.00
(C) Sqm 848.00
(D) Sqm 1034.00
7.1.13 Bundi.
(A) Sqm 507.00
(B) Sqm 569.00
(C) Sqm 656.00
(D) Sqm 786.00
GREEN MARBLE
7.1.14 Kesriaji (Rikhabdeo).
(A) Sqm 600.00
(B) Sqm 662.00
Above 3601 Cm2
Chapter Code No
Size upto 800 Cm2
Size upto 801 to 1500 Cm2
Size upto 1501 to 3600 Cm2
Above 3601 Cm2
Size upto 800 Cm2
Size upto 801 to 1500 Cm2
Size upto 1501 to 3600 Cm2
Above 3601 Cm2
Size upto 800 Cm2
Size upto 801 to 1500 Cm2
Size upto 1501 to 3600 Cm2
Above 3601 Cm2
Size upto 800 Cm2
Size upto 801 to 1500 Cm2
(C) Sqm 786.00
(D) Sqm 1022.00
B-55
Description Unit Rate (Rs.)
7.1.15 Abu.
(A) Sqm 600.00
(B) Sqm 724.00
(C) Sqm 848.00
(D) Sqm 1096.00
BLACK MARBLE
7.1.16 Bhaislana, Abu, Kishangarh Zebra.
(A) Sqm 507.00
(B) Sqm 600.00
(C) Sqm 662.00
(D) Sqm 786.00
GREY MARBLE
7.1.17 Bundi.
(A) Sqm 507.00
(B) Sqm 569.00
(C) Sqm 682.00
(D) Sqm 806.00
Note:
1 Add extra for doing mirror polishing Sqm 55.00
Size upto 1501 to 3600 Cm2
Above 3601 Cm2
Chapter Code No
Size upto 800 Cm2
Size upto 801 to 1500 Cm2
Size upto 1501 to 3600 Cm2
Above 3601 Cm2
Size upto 800 Cm2
Size upto 801 to 1500 Cm2
Size upto 1501 to 3600 Cm2
Above 3601 Cm2 Slab
Size upto 800 Cm2
Size upto 801 to 1500 Cm2
Size upto 1501 to 3600 Cm2
Above 3601 Cm2 Slab
2
Each 25%
B-56
Description Unit Rate (Rs.)
7.2
7.2.1 Jhunjhunu / Jalore (Red / Choclate Colour)
(A) Sqm 925.00
(B) Sqm 1195.00
(C) Sqm 1734.00
(D) Sqm 2203.00
7.2.2 Jhansi (Red / Choclate Colour)
(A) Sqm 1060.00
(B) Sqm 1330.00
(C) Sqm 1805.00
(D) Sqm 2543.00
7.2.3 South (Red / Choclate Colour)
(A) Sqm 1195.00
(B) Sqm 1397.00
(C) Sqm 2004.00
(D) Sqm 3082.00
7.2.4 Green/Black/Other granite
Add extra for marble cladding work in plain arches and domes including all scaffolding etc. complete.
Chapter Code No
Providing and fixing Granite stone slab mirror polished and machine edge cut in Walls, Pillars, Steps, Shelves, Sills, Counters. Floors etc. laid on 12mm (Av.) thick base of cement mortar 1:3 jointing with white cement mortar 1:2 (1 white cement: 2 marble dust) with pigment to match the shade of the marble slab complete including grinding, rubbing and polishing of:
Size upto 800 Cm2
Size 801 to 1500 Cm2
Size 1501 to 3600 Cm2
Above 3601 Cm2 Slab
Size upto 800 Cm2
Size 801 to 1500 Cm2
Size 1501 to 3600 Cm2
Above 3601 Cm2 Slab
Size upto 800 Cm2
Size 801 to 1500 Cm2
Size 1501 to 3600 Cm2
Above 3601 Cm2 Slab
(A) Sqm 1195.00
(B) Sqm 1330.00
(C) Sqm 1869.00
(D) Sqm 2408.00
B-57
Description Unit Rate (Rs.)
7.3
Sqm 473.00
(A) Category-I : Kajariya, Jhonson, Orient, Somani make etc.
(B) Category-II : Bell, Thar make etc. Sqm 410.00
7.4
Sqm 600.00
7.5
Sqm 620.00
Size upto 800 Cm2
Size 801 to 1500 Cm2
Size 1501 to 3600 Cm2
Above 3601 Cm2 Slab
Chapter Code No
Providing and fixing Ist quality standard White Ivory Glazed Tiles ISI marked [IS:13753] of size 300mm x 200mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in white cement mixed with pigment to match the shade of tile complete (excluding the cost of cement plaster).
Providing and fixing Ist quality MAT finished ceremic tile size 300x300mm confirming to IS : 13753 colour such as white, grey, ivory, fume red brown in walls, floors, steps, pillars etc. laid on a bed of neat cement slsurry including nicely finished joints using water proof joint filler power (Untile or Roffe make) and finishing with flush pointing in white cement mixed with pigment to match the shade of tile complete (excluding the cost of cement plaster).
Providing and fixing Ist quality MAT finished ceremic tile size 300x300mm confirming to IS : 13753 coloured tile expect white, grey, ivory, fume red brown in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry including nicely finished joints using water proof joint filler power (Untile or Roffe make) and finishing with flush pointing in white cement mixed with pigment to match the shade of tile complete (excluding the cost of cement plaster).
Note:1
Sqm 40.00
2Sqm 25.00
3
Sqm 10%
B-58
Description Unit Rate (Rs.)
4Sqm 20%
5Sqm 50.00
7.6
7.6.1 Banswara white tiles. Sqm 517.00
7.6.2 Andhi white tiles. Sqm 575.00
7.6.3 Rajnagar white tiles. Sqm 692.00
7.6.4 Ambaji white tiles. Sqm 751.00
7.6.5 Kesriaji green & Bhaislana black tiles. Sqm 604.00
7.7
7.7.1 25x6mm x 30 Cm. long. Each 95.00
7.7.2 15x6mm x 16.5 Cm. long. Each 35.00
Add extra over item No. 7.3, 7.4, & 7.5 for floor work due to extra cost of cement mortar 1:4 (1-Cement:4- fine sand) 20 mm thick.
Add extra over item No. 7.3 for using coloured glazed tiles instead of white/ivory
Deduct on item No. 7.3, 7.4 & 7.5 for using tiles of approved make II quality
Chapter Code No
Add extra over item No. 7.3, 7.4 & 7.5 for marble printed, granite shade tile.
Add extra over item No. 7.4 & 7.5 for using 400mm x 400mm tiles
Providing and Fixing marble mirror polished 7 mm thick tiles of approved make and size in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry including nicely finished joints using water proof joint filler power and finished with flush pointing in white cement mixed with pigment to match the shade of tile complete (excluding cost of cement plaster):
Providing and fixing gun metal clamps as per design in cement sand mortar 1:3 (1-Cement:3-fine sand) including of making necessary chases.
7.8
Each 15.00
7.9
Each 8.00
B-59
Description Unit Rate (Rs.)
7.10
7.10.1 Marble work Mtr. 94.00
7.10.2 Granite work. Mtr. 144.00
7.11
Each 46.00
7.12Sqm. 51.00
7.13 A
Sqm. 1036.00
Providing and fixing copper pipe 7.5 Cm. long of 6 mm external diameter in cement sand 1:3 (1-Cement:3-fine sand) including making necessary chases.
Providing and fixing stone dowel 10x5x2.5 Cm. cut to double wedge shape as per design in cement sand mortar 1:3 (1-Cement:3-fine sand) including making necessary chases.
Chapter Code No
Extra for providing edge moulding to 18 mm thick marble stone counters, vantities etc. over item No. 7.1 & 7.2 including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.
Extra for providing opening of required size & shape for wash basin / kitchen sink in kitchen platform, vanit counters and similar location in marble / stone work including necessary holes for pillars taps etc. including rubbing and polishing of cut edge etc. complete.
Providing and laying under layer of white cement 3mm thick in Marble flooring work.
Providing & Laying Vitrified Porcelain dianomate floor tile, skirting dado (Naveen/Bell/ Marbito/Johnson/Euro or eq. etc.) size 600mm x 600mm, 10 cm. thick flooring over 20mm thick bed mortar 1:4 mix with 2-3mm thick joint to be filled with cemutions grauter polymer based non shrine graute made Rofee/Bell adhesive/Pidilite etc. of metaling colour as per required of size.
7.13 B
Sqm. 942.00
7.14
Sqm. 89.00
Providing & Laying Vitrified Porcelain dianomate floor tile, skirting dado (Naveen/Bell marbito/Johnson/Euro or eq. etc.) size 450mm x 450mm, 10 cm. thick flooring over 20mm thick bed mortar 1:4 mix with 2-3mm thick joint to be filled with cemutions grauter polymer based non shrine graute made Rofee/Bell adhesive/Pidilite etc. of metaling colour as per required of size.
Filling to joints of tiles flooring using water proofing tile grout (Fevimate, Roofie, Untile or equivalent) specially for adhesive with graded granuals polymer and stable pigment fine finished including cleaning of joints etc. complete.
B-60
CHAPTER No. B-8
WOOD WORK
Description Unit Rate (Rs.)
8.1
8.1.1 Nigeria teak wood Grade – I. Cum 47859.00
8.1.2 Ghana teak wood Grade - I Cum 50540.00
8.1.3 Sal wood Grade – I Cum 42275.00
8.1.4 Sheesham wood Grade – I Cum 39118.00
8.1.5 Chir wood Grade – I Cum 32502.00
8.1.6 Hollock wood Grade – I Cum 33254.00
8.2
8.2.1 Nigeria teak wood Grade – I. Cum 42298.00
8.2.2 Ghana teak wood Grade - I Cum 44966.00
8.2.3 Hollock wood Grade – I Cum 25845.00
8.2.4 Chir wood Grade – I Cum 27013.00
8.320%
8.4 Add extra over item no 8.1 for wood work for stair case railingCum 10%
8.5Cum 10%
Chapter Code No
Supplying & fixing door, window, chowkhats and other frames, including antitermite treatment, M.S. flat, hold fasts of size 250x40x3mm fixed with M.S. bolt 5 mm dia 50 mm long duly embedded in cement concrete M-15 grade :
Supplying and fixing wood work in frames of wall paneling, false ceiling partition wall etc. as per approved design and drawing including antitermite treatment.
Deduct from item Nos. 8.1 and 8.2 in inferior than Grade – I wood is used.
Add extra in frames for circular members such as in fan lights, staircase railing etc.
B-63
Description Unit Rate (Rs.)
8.7 Add extra over item No. 8.6 for :
8.7.1
Sqm 32.00
8.7.2 One side teak face particle board, in column No. 7. Sqm 140.00
8.7.3 Both sides teak face particle board. In column No. 7 Sqm 203.00
8.7.4 One side laminated face particle board, in column No. 7 Sqm 146.00
8.7.5 Both side laminated face particle board, in column No. 7 Sqm 209.00
8.7.6
Interior grade Sqm 113.00
Exterior grade Sqm 175.00
8.7.7
Interior grade Sqm 150.00
Exterior grade Sqm 182.00
8.7.8
Interior grade Sqm 188.00
Exterior grade Sqm 213.00
8.7.9
A 15 mm thick MDF board Interior grade. Sqm 175.00
B 15 mm thick MDF board Exterior grade. Sqm 245.00
C 18 mm thick MDF board Interior grade Sqm 226.00
D 18 mm thick MDF board Exterior grade. Sqm 282.00
Chapter Code No
Using phenol bonded exterior grade particle board instead of Urea bonded, in column No. 7.
Using medium density fibre board instead of particle board, in column No. 7
Using medium density fibre board one side laminated face instead of particle board, in column No. 7
Using medium density fibre board both side laminated face instead of particle board, in column No. 7
Using thicker panels than 12 mm, in column No. 7 for doors of thickness 40 mm and above
E 18 mm thick particle board Interior grade. Sqm 125.00
F 18 mm thick particle board Exterior grade. Sqm 187.00
B-64
Description Unit Rate (Rs.)
8.7.10
A Brass fittings Sqm 500.00
B Anodised aluminium fittings Sqm 195.00
8.7.11
Sqm 122.00
8.7.12
Sqm 147.00
8.7.13
8.7.13.1 5 mm thick instead of 4 mm thick. Sqm 156.00
8.7.13.2 8 mm thick instead of 4 mm thick. Sqm 417.00
8.7.14
(A) 4mm thick Sqm 172.00
(B) 5mm thick Sqm 417.00
8.7.15
Sqm 413.00
8.7.16
(A) 4mm thick. Sqm 639.00
Chapter Code No
Providing other type of fittings : (as per sample approved by Engineer Incharge)
Add extra for providing fixed Nigeria / Ghana Teak wood grade-I louvers instead of wooden panels in column No. 4 for Nigeria / Ghana wood door shutters.
Add extra for providing movable Nigeria / Ghana Teak wood grade I louvers instead of wooden panels in column No. 4 for Nigeria / Ghana Teak wood door shutters.
Extra for providing heavy sheet glass panes instead of ordinary glass in glazed doors, windows and clerestory window shutters, (Area of opening for glass panes excluding portion inside rebate shall be measured) :
Extra for providing frosted glass panes instead of ordinary glass panes in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured).
Add extra for etching work in glass work as per direction of Engineer incharge (Area of opening for glass panes excluding portion inside rebate shall be measured).
Add extra for providing reflective / antelo glass in bright brown. Yellow and blue colour (Area of opening for glass panes excluding portion inside rebate shall be measured).
(B) 5mm thick. Sqm 750.00
B-65
Description Unit Rate (Rs.)
8.8 Deduct from item No. 8.6 for :
8.8.1Sqm 21.00
8.8.2Sqm 40.00
8.8.3 Providing Single leaf shutter instead of double leaf. 20%
Chapter Code No
Using A.C. sheet / Flexo board 6 mm thick for doors of thickness 25 mm and 30 mm, in column No. 11.
Using pin-head glass instead of 4 mm thick plains glass, in column No. 12 :
B-68
Description Unit Rate (Rs.)
8.10 Add extra over item No. 8.9 for :
8.10.1Sqm 21.00
8.10.2 One side teak face particle board, in column No. 7. Sqm 94.00
8.10.3 Both sides teak face particle board in column No. 7 Sqm 136.00
8.10.4 One side laminated face particle board, in column No. 7 Sqm 119.00
8.10.5 Both side laminated face particle board, in column No. 7 Sqm 136.00
8.10.6
Interior grade Sqm 75.00
Exterior grade Sqm 116.00
8.10.7
Interior grade Sqm 99.00
Exterior grade Sqm 120.00
8.10.8
Interior grade Sqm 124.00
Exterior grade Sqm 141.00
8.10.9
A 15 mm thick MDF board Interior grade. Sqm 116.00
Chapter Code No
Using phenol bonded exterior grade particle board instead of Urea bonded, in column No. 7.
Using medium density fibre board instead of particle board, in column No. 7
Using medium density fibre board one side laminated face instead of particle board, in column No. 7
Using medium density fibre board both side laminated face instead of particle board, in column No. 7
Using thicker panels than 12 mm in column No. 7. for door thickness 40 mm & above.
B 15 mm thick MDF board Exterior grade. Sqm 162.00
C 18 mm thick MDF board Interior grade Sqm 149.00
D 18 mm thick MDF board Exterior grade. Sqm 187.00
E 18 mm thick particle board Interior grade. Sqm 84.00
F 18 mm thick particle board Exterior grade. Sqm 125.00
B-69
Description Unit Rate (Rs.)
8.10.10
Sqm 50.00
8.10.11
Sqm 63.00
8.11 Deduct from item No. 8.9 for :8.11.1
Sqm 14.00
8.11.2
Sqm 13.00
8.11.3 Providing single leaf shutter instead of double leaf.20%
Chapter Code No
Add extra for providing Nigeria / Ghana Teak wood grade – I fixed louvers instead of glazing in column No. 4 for Nigeria / Ghana teak wood door shutter.
Add extra for providing Nigeria / Ghana Teak wood Grade – I movable louvers instead of glazing in column No. 4 for Nigeria / Ghana teak wood shutter.
Using (A.C. Sheet / Flexo board) 6 mm thick for doors of thickness 25 mm and 30 mm thick in column No. 11.
Using (A.C. Sheet / Flexo board) 6 mm thick for doors of thickness 25 mm and 30 mm thick in column No. 11.
B-74
Description Unit Rate (Rs.)
8.14 Add extra over item No. 8.12 and 8.13 for :8.14.1
Sqm 20.00
8.14.2 One side teak face particle board in column No. 7. Sqm 90.00
8.14.3 Both side teak face particle board in column No. 7 : Sqm 130.00
8.14.4 One side laminated face particle board in column No. 7 : Sqm 130.00
8.14.5 Both side laminated face particle board in column No. 7 : Sqm 130.00
8.14.6
Interior grade Sqm 62.00
Exterior grade Sqm 97.00
8.14.7
Interior grade Sqm 83.00
Exterior grade Sqm 100.00
8.14.8
Interior grade Sqm 104.00
Exterior grade Sqm 118.00
Chapter Code No
Using Phenol bounded exterior grade particle board instead of urea bonded in column No. 7 :
Using medium density fibre board instead of particle board in column No. 7 :
Using medium density fibre board one side laminated face instead of particle board in column No. 7 :
Using medium density fibre board both side laminated face instead of particle board in column No. 7 :
8.14.9
(A) 15 mm thick M.D.F. BoardInterior grade Sqm 60.00
Exterior grade Sqm 100.00
(B) 18 mm thick M.D.F. BoardInterior grade Sqm 80.00
Exterior grade Sqm 120.00
B-75
Description Unit Rate (Rs.)
(C) 18 mm thick Particle BoardInterior grade Sqm 80.00
Exterior grade Sqm 120.00
8.14.10 Providing other type of fittings :(A) Brass fittings (Bush or equil) Sqm 342.00
(B) Anodised Aluminium fittings Sqm 69.00
8.14.11
Sqm 93.00
8.14.12
Sqm 128.00
8.15 Deduct from item o. 8-12 and 8-13 for : Sqm 8.00
8.15.1
Sqm 35.00
8.15.2
8.15.3 Providing single leaf shutters instead of double leaf. Sqm 3%
8.16 OTHER FITTINGS
8.16.1 Providing and Fixing Bearing Base door closure. Each 972.00
Using thicker panels than 12 mm in column No. 7 for window of thickness 40 mm & above
Chapter Code No
Add extra for providing Nigeria / Ghana Teak wood grade – I fixed louvers instead of glazing in column No. 4 for Nigeria / Ghana teak wood window shutter.
Add extra for providing Nigeria / Ghana Teak wood grade – I movable louvers instead of glazing in column No. 4 for Nigeria / Ghana teak wood Shutter.
Using A.C. Sheet / Flexo board 6 mm thick for window of thickness 25 mm and 30 mm thick in column No. 11:
Using pin head glass instead of 4 mm thick plain glass in column No. 12.
8.16.2 Providing and Fixing hydraulic door closure ISI marked. Each 480.00
8.16.3 Providing and Fixing mortic lock of :(A) Harrison make with C.P. steel handles. Each 240.00
(B) Godrej make with C.P. steel handles. Each 330.00
(C) Godrej make with brass handles. Each 432.00
8.16.4 Providing and Fixing Almirah lock of approved make :
(A) 50 mm size. Each 66.00
(B) 62 mm size. Each 72.00
(C) 70 mm size. Each 78.00
8.16.5 Providing and Fixing lock in glass sheet : Each 42.00
B-76
Description Unit Rate (Rs.)
8.17
(A) Chir wood8.17.1 30 mm thick. Sqm 1357.00
8.17.2 35 mm thick. Sqm 1479.00
8.17.3 40 mm thick. Sqm 1667.00
(B) Babool wood8.17.1 30 mm thick. Sqm 903.00
8.17.2 35 mm thick. Sqm 994.00
8.17.3 40 mm thick. Sqm 1074.00
8.18
Commercial Veneer both side8.18.1 25 mm thick shutter Sqm 937.00
Chapter Code No
Providing and fixing Chir / Babool Country wood framing, ledged and braced door and window shutter made out of 10 Cm. Wide thick tennon and grooved joints complete with top bottom middle and diagonal at 10 Cm. wide bracing :
Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formal, dehydreresin in glue both sides with approved steel fittings complete as per Annexure ‘A’
8.18.2 30 mm thick shutter Sqm 992.00
8.18.3 35 mm thick shutter Sqm 1103.00
8.18.4 40 mm thick shutter Sqm 1103.00
(B) Decorative Teak veener one side8.18.1 25 mm thick shutter Sqm 1187.00
8.18.2 30 mm thick shutter Sqm 1259.00
8.18.3 35 mm thick shutter Sqm 1403.00
8.18.4 40 mm thick shutter Sqm 1403.00
B-77
Description Unit Rate (Rs.)
(C) Decorative Teak veener both side8.18.1 25 mm thick shutter Sqm 1437.00
8.18.2 30 mm thick shutter Sqm 1525.00
8.18.3 35 mm thick shutter Sqm 1703.00
8.18.4 40 mm thick shutter Sqm 1703.00
8.19 Add extra for Flush doors8.19.1 For double leaf shutter Sqm 47.00
19.19.2 For Vision Panel Each 59.00
8.19.3 For Internal teak wood lipping in 25mm depth in single leaf. Sqm 123.00
8.19.4 For Internal teak wood lipping in 25 mm depth in Double leaf. Sqm 185.00
8.19.5Each 80.00
8.19.6
Sqm 222.00
8.19.7
Sqm 56.00
Chapter Code No
Extra in flush doors for providing vision panel of size 15x15 Cm. square or 15 Cm. dia.
Extra if louvers (not exceeding 0.2 sqm. ) are provided in flush door shutters (overall area of door shutters to be measured) Decorative type door.
Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured).
8.20
(A) 25 mm thick.8.20.1 Nigeria teak wood grade – I Sqm 1328.00
8.20.2 Ghana teak wood grade – I Sqm 1347.00
8.20.3 Sheesham wood grade – I Sqm 1248.00
8.20.4 Hollock wood grade – I Sqm 1172.00
B-78
Description Unit Rate (Rs.)
(B) 30mm thick 8.20.1 Nigeria wood grade- I Sqm 1456.00
8.20.2 Ghana teak wood grade – I Sqm 1486.00
8.20.3 Sheesham wood grade – I Sqm 1334.00
8.20.4 Hollock wood grade – I Sqm 1274.00
(C) 35mm thick 8.20.1 Nigeria wood grade- I Sqm 1578.00
8.20.2 Ghana teak wood grade – I Sqm 1615.00
8.20.3 Sheesham wood grade – I Sqm 1425.00
8.20.4 Hollock wood grade – I Sqm 1349.00
(D) 40mm thick 8.20.1 Nigeria wood grade- I Sqm 1677.00
8.20.2 Ghana teak wood grade – I Sqm 1720.00
8.20.3 Sheesham wood grade – I Sqm 1475.00
Providing and fixing, flush door shutters non decorative type (hollow core construction) with internal frame of Ist grade wood having styles and top rails of 100 mm width & bottom and lock rails of 150 mm width with 3 Nos. cross battens of 50 mm thick width using 4 mm thick commercial ply on both faces of shutters & 6 mm thick beading of respective wood using with approved steel fitting as per Annexure 'A' :-
Chapter Code No
8.20.4 Hollock wood grade – I Sqm 1396.00
8.20.5
(A) 35mm thick (2100mmx900mm size) Each 5060.00
(B) 30mm thick (2100mmx900mm size) Each 4830.00
(C) Deduct if fixing not done leaf shutters Each 230.00
8.21 Add extra over item No. 8.20 for Double leaf shutters. 25%
B-79
Description Unit Rate (Rs.)
8.22Sqm 288.00
8.23Each 52.00
PELMETS8.24
8.24.1 Sheesham wood Grade -I(A) 100 mm wide Mtr. 110.00
(B) 150 mm wide Mtr. 131.00
8.24.2 Particle or fibre board(A) 100 mm thick. Mtr. 115.00
(B) 150 mm thick. Mtr. 137.00
8.24.3
(A) 100 mm thick. Mtr. 121.00
Providing and fixing factory made solid core single leaf Door shutter made out of composite ECO friendly wood laminated with 0.8 mm thick polymer termite and water resistant five retendent technology, gluing by vacuum lamination technology various premoulded design on both face as per IS-2202 (Part-I) 1991 (Door fitting shall be supplied by the department)
Chapter Code No
Add extra for providing 4 mm thick teak veneer ply instead of 4 mm thick commercial ply over item No. 8.20
Add extra for providing vision panel not exceeding 1 Sqm. rectangular or circular.
Providing and fixing 12 mm thick pelmets with 20 mm dia C.P. steel curtain rod and brackets 100x25x3mm M.S. flat etc. complete.
Particle or fibre board (Phenol Bonded). with lamination of teak veneer one face.
(B) 150 mm thick. Mtr. 146.00
8.24.4 Hollock wood.(A) 100 mm thick. Mtr. 114.00
(B) 150 mm thick. Mtr. 122.00
8.24.5 Nigeria wood.(A) 100 mm thick. Mtr. 125.00
(B) 150 mm Wide Mtr. 149.00
8.24.6 Ghana wood.(A) 100 mm thick. Mtr. 125.00
(B) 150 mm Wide Mtr. 149.00
8.25
8.25.1 Sheesham wood grade-I Mtr. 61.00
B-80
Description Unit Rate (Rs.)
8.25.2 Particle of Fibre board (Phenol Bonded). Mtr. 67.00
8.25.3Mtr. 76.00
8.25.4 Hollock Wood. Mtr. 51.00
8.25.5 Nigeria Wood. Mtr. 81.00
8.25.6 Ghana Wood. Mtr. 86.00
CURTAIN RODS
8.26
8.26.1 12 mm dia. Mtr. 29.00
8.26.2 20 mm dia. Mtr. 40.00
8.26.3 25 mm dia. Mtr. 52.00
Add extra over item No. 8.24 providing 12 mm thick top horizontal cover of respective wood on pelmets :
Chapter Code No
Particle of Fibre board (Phenol Bonded). with lamination or teak veneer.
Providing and fixing Anodised Aluminium Curtain rod with Aluminium brackets complete :
8.27Mtr. 161.00
8.28Mtr. 23.00
8.29
8.29.1 6mm thick fibre cement flexo board (A.C. Sheet.)
(A) Chir wood frame Sqm 897.00
(B) Nigeria teak wood frame Sqm 1073.00
8.29.2 9 mm thick commercial ply grade – I (Phenol bonded).(A) Chir wood frame Sqm 1166.00
(B) Nigeria teak wood frame Sqm 1342.00
B-81
Description Unit Rate (Rs.)
8.29.3 12 mm thick particle board (Phenol bonded).(A) Chir wood frame Sqm 1166.00
(B) Nigeria teak wood frame Sqm 1342.00
8.29.4 9 mm thick both side teak ply (Phenol bonded).(A) Chir wood frame Sqm 1471.00
(B) Nigeria teak wood frame Sqm 1648.00
8.29.5
(A) Chir wood frame Sqm 1502.00
(B) Nigeria teak wood frame Sqm 1678.00
8.29.6 12 mm thick fibre board (Phenol bonded).(A) Chir wood frame Sqm 1319.00
Providing and fixing Aluminium curtain rails with rollers stop ends rails and brackets in pelmets.
Providing and fixing 20 mm dia Conduit pipe curtain rods with steel brackets etc. complete.
Providing and Fixing 38 mm thick wood paneled wall having 75 mm wide wood frame having door opening provision maximum pan el. area 0.4 Sqm. with steel fitting & antitermite treatment complete as per drawing with panels of :
Chapter Code No
12 mm thick both face laminated particle board (Phenol bonded).
(B) Nigeria teak wood frame Sqm 1495.00
8.29.7 12 mm thick fibre board both side laminated (Phenol bonded).
(A) Chir wood frame Sqm 1125.00
(B) Nigeria teak wood frame Sqm 1587.00
8.29.8 4 mm thick plain glass.(A) Chir wood frame Sqm 952.00
(B) Nigeria teak wood frame Sqm 1128.00
8.30
8.30.1Sqm 1055.00
8.30.2 4 mm thick teak ply on both sides. Sqm 1141.00
8.30.3Sqm 945.00
8.30.4 6 mm thick fibre Board on both sides. Sqm 1115.00
B-82
Description Unit Rate (Rs.)
SHELVES8.31
8.31.1 12mm thick Sqm 353.00
8.31.2 19 mm thick. Sqm 499.00
8.31.3 25 mm thick. Sqm 503.00
8.32
8.32.1 Chir wood grade – I(A) 25 mm thick. Sqm 1248.00
(B) 40 mm thick. Sqm 1619.00
Providing and fixing Hollow core partition wall using 50x30 mm Chir wood frame 600 mm c/c on both directions, door opening as per drawing with steel fittings antitermite treatment complete as per specifications using :
4 mm thick commercial ply grade-I (Phenol Bonded) on both sides.
4 mm thick fibre cement flexo board (A.C. sheet) on both sides.
Chapter Code No
Providing and fixing flat pressed 3 layer particle board in shelves with screws and wooden brackets
Providing and fixing wooden shelves support on 40x40x6 mm T or L iron brackets fixed at suitable distance but not exceeding 750 mm apart embedded in 75mm x 150mm block of cement concrete nominal mix 1:3:6
8.32.2 Sal Wood grade – I (A) 25 mm thick. Sqm 1524.00
(B) 40 mm thick. Sqm 2041.00
8.32.3 Sheesham wood grade – I(A) 25 mm thick. Sqm 1370.00
(B) 40 mm thick. Sqm 1805.00
WALL PANELLING8.33
8.33.1 6 mm thick teak ply grade – I (Phenol bonded). Sqm 822.00
8.33.2 12 mm thick Acoustical Board with 25 mm thick Glass wool. Sqm 853.00
8.33.3 9 mm thick teak ply grade – I (Phenol bonded) Sqm 1140.00
8.33.4Sqm 1061.00
B-83
Description Unit Rate (Rs.)
8.33.5Sqm 1171.00
8.33.6Sqm 975.00
MISCELLANEOUS WOOD WORK8.34
8.34.1 50x12 mm Mtr. 35.00
8.34.2 50x20 mm Mtr. 45.00
8.34.3 25x12 mm Mtr. 20.00
8.34.4 20x12 mm Mtr. 19.00
Providing and fixing wall paneling using soft wood frame of size 50x25 mm @ 600 mm c/c in both directions duly treated with antitermite treatment making grooves painting of grooves specification and drawing using :
8 mm thick teak one side laminated fibre board (Phenol bonded).
Chapter Code No
12 mm thick one side laminated board Practical board (Phenol bonded).
12 mm thick Acoustical Board with 50 mm thick glass wood and glass fibremat.
Providing and fixing Nigeria Ghana Teak wood grade – I mouldings and beadings in droops and windows size :-
8.35
Each 10.00
8.36
Each 55.00
8.37 Providing and fixing wooden stoppers with lugs of teak wood.
Each 10.00
8.38
8.38.1 75 mm. Dia. Mtr. 106.00
8.38.2 100 mm. Dia. Mtr. 139.00
8.38.3 120 mm. Dia. Mtr. 162.00
8.38.4 150 mm. Dia. Mtr. 206.00
8.39Mtr. 160.00
B-84
Description Unit Rate (Rs.)
8.40
8.40.1 T or L iron 30 Cm. long of section 40x40x6 mm each. Each 60.00
8.40.2 Aluminium T or L 30 Cm. long of section 40x40x4 mm each. Each 70.00
8.41
Each 9.00
Groove cutting in Glasses handles and fixing other accessories complete with care.
Making peep hole 125 mm dia or 225x100 mm with aluminium beading on both faces including fixing of 4 mm thick plain glass complete.
Providing and fixing of Sal ballies in trusses, posts purlines and rafters etc. with nails and spikes :
Providing and fixing channel pipe and rollers for making arrangement of sliding of doors complete in all respects.
Chapter Code No
Providing brackets fixed in 7 .5x7.5x15 Cm. blocks of cement concrete 1:3:6 (1-Cement:3-Coarse sand:6-Graded stone aggregate 20 mm nominal size) to support 20 Cm. wide shelves.
Providing 50x50x50 mm 2nd class teak wood plugs including cutting brick work and fixing in cement mortar 1:3 (1-Cement:3-fine sand) and making good the walls etc :-
8.42
8.42.1 25 mm long. Each 9.00
8.42.2 32 mm long. Each 10.00
8.42.3 40 mm long. Each 11.00
8.42.4 50 mm long. Each 13.00
8.43
8.43.1 40 mm thick. Sqm 2387.00
8.43.2 25 mm thick. Sqm 1542.00
8.44
8.44.1 Nigeria Teak Wood. Sqm 1261.00
8.44.2 Ghana Teak Wood. Sqm 1261.00
B-85
Description Unit Rate (Rs.)
8.45
Sqm 810.00
8.46
Sqm 564.00
Providing and fixing expandable fastners of specified size with necessary plastic shelves and galvanized M.S. screws including drilling holes in masonary work/CC/R.C.C. and making good etc. complete
Providing and fixing Ghana teak wood plain lining tongued and grooved on and including wooden plugs complete with necessary screws and priming coat on un exposed surface.
Providing and fixing 20 mm thick plain lining tongued and grooved on and including wooden plugs complete with necessary screws and priming coat on un exposed surface with.
Chapter Code No
Providing and fixing 12 mm thick plain lining tongued and grooved on and including wooden plugs complete with necessary screws and priming coat on un exposed surface with : Ghana teak Wood.
Providing and fixing 4 mm thick plywood plain lining with necessary screws, priming coat on un exposed surface etc. complete with teak ply facing of approved manufacture.
8.47
Sqm 2700.00
8.48
8.48.1 18 mm thick. Sqm 929.00
8.48.2 25 mm thick. Sqm 1259.00
8.49Mtr. 22.00
8.50
8.50.1 12 mm. Mtr. 178.00
8.50.2 20 mm. Mtr. 228.00
8.50.2 25 mm. Mtr. 245.00
B-86
Description Unit Rate (Rs.)
8.51
8.51.1 20 mm dia (Heavy type) Mtr. 75.00
8.51.2 25 mm dia (Heavy type) Mtr. 80.00
8.52
Cum 37111.00
Providing and fixing 40 mm thick Ghana teak wood plain paneling with skirting chair rails, and cornice with necessary, screws, priming coat on un exposed surface etc. complete.
Providing and fixing skirting of pre laminated with (one side decorative and other side balancing lamination) flat pressed, 3 layer (like Novapan, Ecoboard, etc.,) or graded particle board (like Bhutan Board) (M\medium density) Grade-I, Type II, IS:12823 marked, with necessary fixing arrangements and screws including drilling necessary holes for rawl plugs etc. and priming coat on un exposed surface complete :
Providing and fixing teak wood lipping of size 25x3 mm in pelmet.
Providing and fixing curtain rods of 1.25 mm thick chromium plated brass plate, with two chromium plated brass brackets fixed with C.P. brass screws and wooden plugs, etc., wherever necessary complete :
Chapter Code No
Providing and fixing nickel plated M.S. pipe curtain rods with nickel plated brackets.
Providing beams including hoisting, fixing in position and applying wooden preservative for the un exposed surfaces, etc. complete with Sal Wood.
8.53
Mtr. 297.18
8.54
Sqm 1879.71
B-87
Description Unit Rate (Rs.)
Providing and fixing factory made polyvinyl chloride (PVC) Door Frame manufactured by M/s Rajshri of the size 50x47 mm with a wall thickness of 5mm made out of extruded 5mm, made out of extruded 5mm PV foam sheet, mitre cut at two corners and joining with 2 nos. of 150mm long brackets of 15x15mm M.S. Square tube. The two vertical door profiles are to be reinforced with 19x19mm M.S. square tub or 19 gauge. EPDM rubber gasket weather seal to be providing through out the frame shall be fixed to the wall using 65/100mm long M.S. screws through the frame by using PVC fastoners. A minimum of 4 nos. of screws to be provided for each vertical member and minimum 2 nos. for horizontal member etc. complete as per manufactures specification and direction of Engineer in Charge.
Providing and 30mm thick Rajshri Brand Factory made Solid Panel PVC Door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm for stiles & 15mmx15mm for top and bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame shall be covered with 5mm thick heat moulded "Rajshri" PVC 'C' Channel of size 30x50mm forming stiles, and 5mm thick, 75mm wide PVC sheets for top rail, lock rail and bottom rail on either side, & 10mm (5mmx2) thick, 20mm wide cross PVC sheets as gap insert for top rail & bottom rail. Panelling of 5mm thick PVC sheet to be fitted in the M.S. Frame welded/sealed to the stiles & rail with 30mm wide x 5mm thick PVC sheet beading on either side and joined together with solvent cement adhesive. An additional 5mm thick PVC strip o f 20mm width is to be stuck on the interior side of 'C' Channel using PVC solvent cement adhesive etc. complete as per direction of Engineer-in-charge, manufacturer's specification & drawing (For W.C. & Bathroom shutters).
Chapter Code No
8.55
Sqm 2574.22
8.56
Sqm 1096.54
Providing and fixing 30mm thick "RAJSHRI" BRAND FACTORY MADE SOLID BOTH SIDE PRELAM PANEL PVC DOOR SHUTTER consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mmx19mm for stiles top & bottom rails M.S. frame shall have a coat of sheet primers of approved make and manufacture. M.S. frame covered with 5mm thick heat moulded "Rajshri" prelim PVC 'C' channel of size 30mm thickness 70mm width out of which 50mm shall be flat and 20mm shall be tapered in 45' angle on either side forming stiles and 5mm thick 95mm wide Rajshri Prelam PVC sheet out of which 75mm shall be flat and 20mm shall be tapered in 45' on the Inner side to from top and bottom rail and 115mm wide Rajshri Prelam PVC sheet out of which 75mm shall be flat and 20mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided either side of the panel, 10mm (5mmx2) thick, 20mm wide cross PVC sheet shall be provided as gap insert for top rail and bottom rail. Pannelling of 5mm thick both side Prelam PVC sheet to be fitted in the M.S. frame welded/sealed to stile and rails with 7mm (5mm+2mm) thickX15mm wide PVC sheet beading on inner side and joined together with solvent cement adhesive. An additional 5mm thick PVC strip of 20mm width is to be struck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturer's specification & drawing (For internal shutters).
Providing and fixing Rajshri Prelaminated PVC sheet wall Pannelling of thickness 5mm stuck on inner frame work of 50mm vide strips of 5mm thick PVC sheet. The strip should have in their centere a grove of 6mm width and 1mm depth for sinking the head of the screw used to fix the strips to the head of the screw used to fix the strips to the wall and should be placed vertically at equal intervals of 10" center to center. The PVC strips shall be fixed to the wall using 65mm long M.S. screws through the groove in the strip by using PVC fastners. The distance between two screw's shall not be more than 300mm. A groove of 1mm may be left at the joint of two panel for aesthetic looks. This frame work is done for making existing wall surface in ensured level and for sticking the wall Panelling sheet (panel) on it. The exact size of the panel and correspondingly of the grid may be varied depending on the size of the wall. However it must ensured that a strip of 5mm thick PVC sheet of width 75mm feathered at the edges shall be struck at the places where two panels are joined, using solvent cement.
Description Unit
1 2 3 4 5 6 7 8 9 10 11 12 13 14
8.6 Note :-
8.6.1 25 mm thick
(A) Nigeria teak wood grade - I Sqm. 1421.00 1634.00 1510.00 1479.00 1369.00 1303.00
(B) Ghana teak wood grade - I Sqm. 1481.00 1680.00 1556.00 1525.00 1415.00 1349.00
(C) Sheesham wood grade - I Sqm. 1171.00 1446.00 1322.00 1291.00 1181.00 1115.00
(D) Hollock wood grade - I Sqm. 1048.00 1353.00 1229.00 1198.00 1088.00 1022.00
8.6.2 30 mm thick
(A) Nigeria teak wood grade - I Sqm. 1606.00 1826.00 1764.00 1577.00 1795.00 1640.00 1702.00 1609.00 1499.00 1433.00 1733.00
(B) Ghana teak wood grade - I Sqm. 1679.00 1880.00 1818.00 1631.00 1849.00 1694.00 1756.00 1663.00 1553.00 1487.00 1787.00
(C) Sheesham wood grade - I Sqm. 1306.00 1602.00 1540.00 1353.00 1571.00 1416.00 1478.00 1385.00 1275.00 1209.00 1509.00
(D) Hollock wood grade - I Sqm. 1157.00 1491.00 1429.00 1242.00 1460.00 1305.00 1367.00 1274.00 1164.00 1098.00 1398.00
8.6.3 35 mm thick
(A) Nigeria teak wood grade - I Sqm. 1735.00 1955.00 1893.00 1706.00 1924.00 1769.00 1831.00 1738.00 1628.00 1562.00 1862.00
(B) Ghana teak wood grade - I Sqm. 1817.00 2018.00 1956.00 1769.00 1987.00 1832.00 1894.00 1801.00 1691.00 1625.00 1925.00
(C) Sheesham wood grade - I Sqm. 1400.00 1696.00 1634.00 1447.00 1665.00 1510.00 1572.00 1479.00 1369.00 1303.00 1603.00
Ch. Code No.
Wood grade-I panels
12 mm thick teak ply
(both faces panels)
9 mm thick teak ply
(both faces panels)
12 mm thick particle
board panels (Urea boned)
12 mm thick shuttering
ply (both faces
panels)
9 mm thick shuttering
ply (both faces
panels)
12 mm thick commercial
ply (both faces
panels) (Urea
bonded)
9 mm thick commercial
ply (both faces
panels) (Urea
bonded)
4 mm thick plain glass
panels
Wire gauge 24 gauge 14
mesh of IS designation
85 gauge wires of dia 0.56 mm
panels
12 mm thick teak ply (one face panels)
Providing and fixing fully paneled double leaf shutter for doors as per approved design and drawing with approved ordinary C.P./oxidized steel fittings as per Annexure – A’ and width of styles & top rails of 100mm and lock rails width of 150mm and bottom rails of 200mm width including teak wood beading of size 19mmx12mm on both faces complete :
Thickness of wooden panels Grade-I of respective Wood (col. No.4) shall be as under.Thickness of Doors (mm) 25 30 35 40 45 50Thickness of Panel (mm) 10 12 12 16 16 20
(D) Hollock wood grade - I Sqm. 1234.00 1568.00 1506.00 1319.00 1537.00 1382.00 1444.00 1351.00 1241.00 1175.00 1475.00
Description Unit
1 2 3 4 5 6 7 8 9 10 11 12 13 14
8.6.4 40 mm thick
(A) Nigeria teak wood grade - I Sqm. 1978.00 2085.00 - 1836.00 2054.00 - 1961.00 - 1758.00 1692.00 1992.00
(B) Ghana teak wood grade - I Sqm. 2074.00 2157.00 - 1908.00 2126.00 - 2033.00 - 1830.00 1764.00 2064.00
(C) Sheesham wood grade - I Sqm. 1586.00 1790.00 - 1541.00 1759.00 - 1666.00 - 1463.00 1397.00 1697.00
(D) Hollock wood grade - I Sqm. 1393.00 1644.00 - 1395.00 1613.00 - 1520.00 - 1317.00 1251.00 1551.00
8.6.5 45 mm thick
(A) Nigeria teak wood grade - I Sqm. 2108.00 2215.00 - - 2184.00 - 2091.00 - 1888.00 - 2122.00
(B) Ghana teak wood grade - I Sqm. 2212.00 2295.00 - - 2264.00 - 2171.00 - 1968.00 - 2202.00
2.3(C) Sheesham wood grade - I Sqm. 1680.00 1884.00 - - 1853.00 - 1760.00 - 1557.00 - 1791.00
(D) Hollock wood grade - I Sqm. 1469.00 1720.00 - - 1689.00 - 1596.00 - 1393.00 - 1627.00
8.6.6 50 mm thick
(A) Nigeria teak wood grade - I Sqm. 2330.00 2299.00 - - 2268.00 - 2175.00 - 1972.00 - 2206.00
(B) Ghana teak wood grade - I Sqm. 2449.00 2433.00 - - 2402.00 - 2309.00 - 2106.00 - 2340.00
(C) Sheesham wood grade - I Sqm. 1842.00 1978.00 - - 1947.00 - 1854.00 - 1651.00 - 1885.00
(D) Hollock wood grade - I Sqm. 1600.00 1797.00 - - 1766.00 - 1673.00 - 1470.00 - 1704.00
Ch. Code No.
Wood grade-I panels
12 mm thick teak ply
(both faces panels)
9 mm thick teak ply
(both faces panels)
12 mm thick particle
board panels (Urea boned)
12 mm thick shuttering
ply (both faces
panels)
9 mm thick shuttering
ply (both faces
panels)
12 mm thick commercial
ply (both faces
panels) (Urea
bonded)
9 mm thick commercial
ply (both faces
panels) (Urea
bonded)
4 mm thick plain glass
panels
Wire gauge 24 gauge 14
mesh of IS designation
85 gauge wires of dia 0.56 mm
panels
12 mm thick teak ply (one face panels)
8.9 Note :-
Description Unit
1 2 3 4 5 6 7 8 9 10 11 12 13 14
8.9.1 25 mm thick.
(A) Nigeria teak wood grade - I Sqm. 1404.00 - 1546.00 - - 1463.00 - 1442.00 - - -
(B) Ghana teak wood grade - I Sqm. 1459.00 - 1592.00 - - 1509.00 - 1488.00 - - -
(C) Sheesham wood grade - I Sqm. 1174.00 - 1358.00 - - 1275.00 - 1254.00 - - -
(D) Hollock wood grade - I Sqm. 1061.00 - 1265.00 - - 1182.00 - 1161.00 - - -
8.9.2 30 mm thick.
(A) Nigeria teak wood grade - I Sqm. 1570.00 1717.00 1676.00 1551.00 1696.00 1593.00 1634.00 1572.00 - - 1655.00
(B) Ghana teak wood grade - I Sqm. 1637.00 1771.00 1730.00 1605.00 1750.00 1647.00 1688.00 1626.00 - - 1709.00
(C) Sheesham wood grade - I Sqm. 1296.00 1493.00 1452.00 1327.00 1472.00 1369.00 1410.00 1348.00 - - 1431.00
(D) Hollock wood grade - I Sqm. 1159.00 1382.00 1341.00 1216.00 1361.00 1258.00 1299.00 1237.00 - - 1320.00
8.9.3 35mm thick.
(A) Nigeria teak wood grade - I Sqm. 1699.00 1846.00 1805.00 1680.00 1825.00 1722.00 1763.00 1701.00 - - 1784.00
(B) Ghana teak wood grade - I Sqm. 1775.00 1909.00 1868.00 1743.00 1888.00 1785.00 1826.00 1764.00 - - 1847.00
(C) Sheesham wood grade - I Sqm. 1390.00 1587.00 1546.00 1421.00 1566.00 1463.00 1504.00 1442.00 - - 1525.00
Providing and fixing partly paneled and partly glazed with 4 mm thick plane glass double leaf shutter for doors as per approved design and drawings with approved ordinary C.P./ oxidized steel fittings as per Annexure - ‘A’ and width of style and top rails of 100 mm and lock rail width of 150mm and bottom rails of 200 mm width including teak wood beading of size 19 mm x 12 mm on both faces complete :
Thickness of wooden panels Grade-I of respective Wood (col. No.4) shall be as under.Thickness of Doors (mm) 25 30 35 40 45 50Thickness of Panel (mm) 10 12 12 16 16 20
Ch. Code No.
Wood grade-I panels
12 mm thick teak ply
(both faces panels)
9 mm thick teak ply
(both faces panels)
12 mm thick particle
board panels (Urea boned)
12 mm thick shuttering
ply (both faces
panels)
9 mm thick shuttering
ply (both faces
panels)
12 mm thick commercial
ply (both faces
panels) (Urea
bonded)
9 mm thick commercial
ply (both faces
panels) (Urea
bonded)
4 mm thick plain glass
panels
Wire gauge 24 gauge 14
mesh of IS designation
85 gauge wires of dia 0.56 mm
panels
12 mm thick teak ply (one face panels)
(D) Hollock wood grade - I Sqm. 1236.00 1459.00 1418.00 1293.00 1438.00 1335.00 1376.00 1314.00 - - 1397.00
Description Unit
1 2 3 4 5 6 7 8 9 10 11 12 13 14
8.9.4 40 mm thick.
(A) Nigeria teak wood grade - I Sqm. 1905.00 1976.00 - 1810.00 1955.00 - 1893.00 - - - 1914.00
(B) Ghana teak wood grade - I Sqm. 1993.00 2048.00 - 1882.00 2027.00 - 1965.00 - - - 1986.00
(C) Sheesham wood grade - I Sqm. 1545.00 1681.00 - 1515.00 1660.00 - 1598.00 - - - 1619.00
(D) Hollock wood grade - I Sqm. 1368.00 1535.00 - 1369.00 1514.00 - 1452.00 - - - 1473.00
8.9.5 45 mm thick.
(A) Nigeria teak wood grade - I Sqm. 2035.00 2106.00 - - 2085.00 2023.00 - - - 2044.00
(B) Ghana teak wood grade - I Sqm. 2131.00 2186.00 - - 2165.00 2103.00 - - - 2124.00
(C) Sheesham wood grade - I Sqm. 1639.00 1775.00 - - 1754.00 1692.00 - - - 1713.00
(D) Hollock wood grade - I Sqm. 1444.00 1611.00 - - 1590.00 1528.00 - - - 1549.00
8.9.6 50 mm thick.
(A) Nigeria teak wood grade - I Sqm. 2211.00 2190.00 - - 2169.00 - 2107.00 - - - 2128.00
(B) Ghana teak wood grade - I Sqm. 2335.00 2324.00 - - 2303.00 - 2241.00 - - - 2262.00
Ch. Code No.
Wood grade-I panels
12 mm thick teak ply
(both faces panels)
9 mm thick teak ply
(both faces panels)
12 mm thick particle
board panels (Urea boned)
12 mm thick shuttering
ply (both faces
panels)
9 mm thick shuttering
ply (both faces
panels)
12 mm thick commercial
ply (both faces
panels) (Urea
bonded)
9 mm thick commercial
ply (both faces
panels) (Urea
bonded)
4 mm thick plain glass
panels
Wire gauge 24 gauge 14
mesh of IS designation
85 gauge wires of dia 0.56 mm
panels
12 mm thick teak ply (one face panels)
(C) Sheesham wood grade - I Sqm. 1778.00 1869.00 - - 1848.00 - 1786.00 - - - 1807.00
(D) Hollock wood grade - I Sqm. 1557.00 1688.00 - - 1667.00 - 1605.00 - - - 1626.00
8.12 Note :-
Description Unit
1 2 3 4 5 6 7 8 9 10 11 12 13 14
8.12.1 25 mm thick.
(A) Nigeria teak wood grade - I Sqm. 1663.00 - 1876.00 - - 1728.00 - 1690.00 1561.00 - 1839.00
(B) Ghana teak wood grade - I Sqm. 1635.00 - 1829.00 - - 1681.00 - 1643.00 1514.00 - 1792.00
(C) Sheesham wood grade - I Sqm. 1344.00 - 1636.00 - - 1488.00 - 1450.00 1321.00 - 1599.00
(D) Hollock wood grade - I Sqm. 1209.00 - 1540.00 - - 1392.00 - 1354.00 1225.00 - 1503.00
8.12.2 30 mm thick.
(A) Nigeria teak wood grade - I Sqm. 1868.00 2098.00 2024.00 1801.00 2061.00 1876.00 1950.00 1838.00 1709.00 1631.00 1987.00
(B) Ghana teak wood grade - I Sqm. 1835.00 2042.00 1968.00 1745.00 2005.00 1820.00 1894.00 1782.00 1653.00 1575.00 1931.00
(C) Sheesham wood grade - I Sqm. 1485.00 1810.00 1736.00 1513.00 1773.00 1588.00 1662.00 1550.00 1421.00 1343.00 1699.00
(D) Hollock wood grade - I Sqm. 1324.00 1696.00 1622.00 1399.00 1659.00 1474.00 1548.00 1436.00 1307.00 1229.00 1585.00
8.12.3 35 mm thick.
(A) Nigeria teak wood grade - I Sqm. 2015.00 2245.00 2171.00 1948.00 2208.00 2023.00 2097.00 1985.00 1856.00 1778.00 2134.00
(B) Ghana teak wood grade - I Sqm. 1973.00 2180.00 2106.00 1883.00 2143.00 1958.00 2032.00 1920.00 1791.00 1713.00 2069.00
Providing and fixing fully paneled double leaf shutters for windows and ventilators as per approved design and drawings with approved steel fittings as per Annexure ‘A’ and width of styles, bottom and top rails 75 mm including beading of 25mm x 15mm size on both faces.
Thickness of wooden panels Grade-I of respective Wood (col. No.4) shall be as under.Thick ness of Doors (mm) 25 30 35 40 45 50Thickness of Panel (mm) 10 12 12 16 16 20
Ch. Code No.
Wood grade-I panels
12 mm thick teak ply
(both faces panels)
9 mm thick teak ply
(both faces panels)
12 mm thick particle
board panels (Urea boned)
12 mm thick shuttering
ply (both faces
panels)
9 mm thick shuttering
ply (both faces
panels)
12 mm thick commercial
ply (both faces
panels) (Urea
bonded)
9 mm thick commercial
ply (both faces
panels) (Urea
bonded)
4 mm thick plain glass
panels
Wire gauge 24 gauge 14
mesh of IS designation
85 gauge wires of dia 0.56 mm
panels
12 mm thick teak ply (one face panels)
(C) Sheesham wood grade - I Sqm. 1586.00 1911.00 1837.00 1614.00 1874.00 1689.00 1763.00 1651.00 1522.00 1444.00 1800.00
(D) Hollock wood grade - I Sqm. 1405.00 1777.00 1703.00 1480.00 1740.00 1555.00 1629.00 1517.00 1388.00 1310.00 1666.00
Description Unit
1 2 3 4 5 6 7 8 9 10 11 12 13 14
8.12.4 40 mm thick.
(A) Nigeria teak wood grade - I Sqm. 2336.00 2393.00 - 2096.00 2356.00 - 2245.00 - 2004.00 1926.00 2282.00
(B) Ghana teak wood grade - I Sqm. 2293.00 2319.00 - 2022.00 2282.00 - 2171.00 - 1930.00 1852.00 2208.00
(C) Sheesham wood grade - I Sqm. 1828.00 2011.00 - 1714.00 1974.00 - 1863.00 - 1622.00 1544.00 1900.00
(D) Hollock wood grade - I Sqm. 1613.00 1859.00 - 1562.00 1822.00 - 1711.00 - 1470.00 1392.00 1748.00
8.12.5 45 mm thick.
(A) Nigeria teak wood grade - I Sqm. 2484.00 2541.00 - 2244.00 2504.00 - 2393.00 - 2152.00 - 2430.00
(B) Ghana teak wood grade - I Sqm. 2431.00 2457.00 - 2160.00 2420.00 - 2309.00 - 2068.00 - 2346.00
(C) Sheesham wood grade - I Sqm. 1928.00 2111.00 - 1814.00 2074.00 - 1963.00 - 1722.00 - 2000.00
(D) Hollock wood grade - I Sqm. 1694.00 1940.00 - 1643.00 1903.00 - 1792.00 - 1551.00 - 1829.00
8.12.6 50 mm thick.
(A) Nigeria teak wood grade - I Sqm. 2740.00 2682.00 - 2385.00 2645.00 - 2534.00 - 2293.00 - 2571.00
(B) Ghana teak wood grade - I Sqm. 2692.00 2595.00 - 2298.00 2558.00 - 2447.00 - 2206.00 - 2484.00
(C) Sheesham wood grade - I Sqm. 2112.00 2212.00 - 1915.00 2175.00 - 2064.00 - 1823.00 - 2101.00
Ch. Code No.
Wood grade-I panels
12 mm thick teak ply
(both faces panels)
9 mm thick teak ply
(both faces panels)
12 mm thick particle
board panels (Urea boned)
12 mm thick shuttering
ply (both faces
panels)
9 mm thick shuttering
ply (both faces
panels)
12 mm thick commercial
ply (both faces
panels) (Urea
bonded)
9 mm thick commercial
ply (both faces
panels) (Urea
bonded)
4 mm thick plain glass
panels
Wire gauge 24 gauge 14
mesh of IS designation
85 gauge wires of dia 0.56 mm
panels
12 mm thick teak ply (one face panels)
(D) Hollock wood grade - I Sqm. 1844.00 2022.00 - 1725.00 1985.00 - 1874.00 - 1633.00 - 1911.00
8.13 Note :-
Description Unit
1 2 3 4 5 6 7 8 9 10 11 12 13 14
8.13.1 25 mm thick.
(A) Nigeria teak wood grade - I Sqm. 1629.00 - 1771.00 - - 1672.00 - 1647.00 - - 1746.00
(B) Ghana teak wood grade - I Sqm. 1595.00 - 1724.00 - - 1625.00 - 1600.00 - - 1699.00
(C) Sheesham wood grade - I Sqm. 1336.00 - 1531.00 - - 1432.00 - 1407.00 - - 1506.00
(D) Hollock wood grade - I Sqm. 1214.00 - 1435.00 - - 1336.00 - 1311.00 - - 1410.00
8.13.2 30 mm thick
(A) Nigeria teak wood grade - I Sqm. 1815.00 1968.00 1919.00 1770.00 1944.00 1820.00 1870.00 1795.00 - - 1894.00
(B) Ghana teak wood grade - I Sqm. 1774.00 1912.00 1863.00 1714.00 1888.00 1764.00 1814.00 1739.00 - - 1838.00
(C) Sheesham wood grade - I Sqm. 1464.00 1680.00 1631.00 1482.00 1656.00 1532.00 1582.00 1507.00 - - 1606.00
(D) Hollock wood grade - I Sqm. 1318.00 1566.00 1517.00 1368.00 1542.00 1418.00 1468.00 1393.00 - - 1492.00
8.13.3 35 mm thick
Providing and fixing partly paneled and partly glazed with 4 mm plain glass double leaf shutters for windows and ventilators as per approved design and drawings with approved steel fittings as per Annexure ‘A’ and width of styles, bottom and top rails 75 mm including intermediate rails 50 mm wide, beading of 25mm x 15mm size on both faces :
Thickness of wooden panels Grade I of respective Wood (Col. No. 4) shall be as under.Thick ness of Doors (mm) 25 30 35 40 45 50Thickness of Panel (mm) 10 12 12 16 16 20
Ch. Code No.
Wood grade-I panels
12 mm thick teak ply
(both faces panels)
9 mm thick teak ply
(both faces panels)
12 mm thick particle
board panels (Urea boned)
12 mm thick shuttering
ply (both faces
panels)
9 mm thick shuttering
ply (both faces
panels)
12 mm thick commercial
ply (both faces
panels) (Urea
bonded)
9 mm thick commercial
ply (both faces
panels) (Urea
bonded)
4 mm thick plain glass
panels
Wire gauge 24 gauge 14
mesh of IS designation
85 gauge wires of dia 0.56 mm
panels
12 mm thick teak ply (one face panels)
(A) Nigeria teak wood grade - I Sqm. 1962.00 2115.00 2066.00 1917.00 2091.00 1967.00 2017.00 1942.00 - - 2041.00
(B) Ghana teak wood grade - I Sqm. 1912.00 2050.00 2001.00 1852.00 2026.00 1902.00 1952.00 1877.00 - - 1976.00
(C) Sheesham wood grade - I Sqm. 1565.00 1781.00 1732.00 1583.00 1757.00 1633.00 1683.00 1608.00 - - 1707.00
(D) Hollock wood grade - I Sqm. 1399.00 1647.00 1598.00 1449.00 1623.00 1499.00 1549.00 1474.00 - - 1573.00
Description Unit
1 2 3 4 5 6 7 8 9 10 11 12 13 14
8.13.4 40 mm thick
(A) Nigeria teak wood grade - I Sqm. 2225.00 2263.00 - 2065.00 2239.00 2165.00 - - - -
(B) Ghana teak wood grade - I Sqm. 2172.00 2189.00 - 1991.00 2165.00 2091.00 - - - -
(C) Sheesham wood grade - I Sqm. 1759.00 1881.00 - 1683.00 1857.00 1783.00 - - - -
(D) Hollock wood grade - I Sqm. 1565.00 1729.00 - 1531.00 1705.00 1631.00 - - - -
8.13.5 45 mm thick.
(A) Nigeria teak wood grade - I Sqm. 2373.00 2411.00 - 2213.00 2387.00 2313.00 - - - -
(B) Ghana teak wood grade - I Sqm. 2310.00 2327.00 - 2129.00 2303.00 2229.00 - - - -
(C) Sheesham wood grade - I Sqm. 1859.00 1981.00 - 1783.00 1957.00 1883.00 - - - -
(D) Hollock wood grade - I Sqm. 1646.00 1810.00 - 1612.00 1786.00 1712.00 - - - -
8.13.6 50 mm thick
Ch. Code No.
Wood grade-I panels
12 mm thick teak ply
(both faces panels)
9 mm thick teak ply
(both faces panels)
12 mm thick particle
board panels (Urea boned)
12 mm thick shuttering
ply (both faces
panels)
9 mm thick shuttering
ply (both faces
panels)
12 mm thick commercial
ply (both faces
panels) (Urea
bonded)
9 mm thick commercial
ply (both faces
panels) (Urea
bonded)
4 mm thick plain glass
panels
Wire gauge 24 gauge 14
mesh of IS designation
85 gauge wires of dia 0.56 mm
panels
12 mm thick teak ply (one face panels)
(A) Nigeria teak wood grade - I Sqm. 2591.00 2552.00 - 2354.00 2528.00 2454.00 - - - -
(B) Ghana teak wood grade - I Sqm. 2530.00 2465.00 - 2267.00 2441.00 2367.00 - - - -
(C) Sheesham wood grade - I Sqm. 2016.00 2082.00 - 1884.00 2058.00 1984.00 - - - -
(D) Hollock wood grade - I Sqm. 1774.00 1892.00 - 1694.00 1868.00 1794.00 - - - -
B-61
15
1603.00
1649.00
1415.00
1322.00
1733.00
1787.00
1509.00
1398.00
1862.00
1925.00
1603.00
9 mm thick teak teak
ply (one face panels)
Thickness of wooden panels Grade-I of respective Wood (col. No.4) shall be as under.Thickness of Doors (mm) 25 30 35 40 45 50Thickness of Panel (mm) 10 12 12 16 16 20
1475.00
B-62
15
-
-
-
-
-
-
-
-
-
-
-
-
9 mm thick teak teak
ply (one face panels)
B-66
15
1525.00
1571.00
1337.00
1244.00
1655.00
1709.00
1431.00
1320.00
1784.00
1847.00
1525.00
Thickness of wooden panels Grade-I of respective Wood (col. No.4) shall be as under.Thickness of Doors (mm) 25 30 35 40 45 50Thickness of Panel (mm) 10 12 12 16 16 20
9 mm thick teak teak
ply (one face panels)
1397.00
B-67
15
-
-
-
-
-
-
-
-
-
-
9 mm thick teak teak
ply (one face panels)
-
-
B-70
15
1839.00
1792.00
1599.00
1503.00
1987.00
1931.00
1699.00
1585.00
2134.00
2069.00
Thickness of wooden panels Grade-I of respective Wood (col. No.4) shall be as under.Thick ness of Doors (mm) 25 30 35 40 45 50Thickness of Panel (mm) 10 12 12 16 16 20
9 mm thick teak teak
ply (one face panels)
1800.00
1666.00
B-71
15
2282.00
2208.00
1900.00
1748.00
2430.00
2346.00
2000.00
1829.00
2571.00
2484.00
2101.00
9 mm thick teak teak
ply (one face panels)
1911.00
B-72
15
-
-
-
-
1894.00
1838.00
1606.00
1492.00
Thickness of wooden panels Grade I of respective Wood (Col. No. 4) shall be as under.Thick ness of Doors (mm) 25 30 35 40 45 50Thickness of Panel (mm) 10 12 12 16 16 20
9 mm thick teak teak
ply (one face panels)
2041.00
1976.00
1707.00
1573.00
B-73
15
2189.00
2115.00
1807.00
1655.00
2337.00
2253.00
1907.00
1736.00
9 mm thick teak teak
ply (one face panels)
2478.00
2391.00
2008.00
1818.00
B-88
CHAPTER No. B-9
STEEL AND FENCING WORK
Description Unit Rate (Rs.)
9.1
Kg. 39.00
9.2
Kg. 38.00
9.3
Kg. 39.00
9.4
Kg. 41.00
9.5
9.5.1 Hot finished welded type tubes Kg. 54.00
Chapter Code No
Structural steel work in single section fixed without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete above plinth level up to 4.5 mtr. height in R.S. joist flats, tees, angles and channels.
Structural steel work in single section fixed with connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete above plinth level up to 4.5 Mtr. height in R.S. Joist, flats, tees, angles and channels.
Structural steel work riveted or bolted in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete above plinth level up to 4.5 Mtr. height in R.S. joist flats, tees, angles and channels.
Structural steel work welded in built up sections, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete above plinth level up to 4.5 Mtr. height in R.S. Joists flats, tees, angles and channels.
Steel work in built up tubular trusses including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete above plinth level up to 4.5Mtr. height.
B-89
Description Unit Rate (Rs.)
9.5.2 Hot finished seamless type tubes Kg. 60.00
9.5.3 Electric resistance or induction butt welded tubes Kg. 62.00
9.6
Kg. 0.40
9.7 Cutting R.S. joist and rail
11.00
9.8 Drilling holes in rails, joist or M.S. plate. Each 9.00
9.9 Cutting bolts and rivets. Each 3.25
9.10 Providing and fixing M.S. rivets of all sizes in position. Kg. 36.00
9.11 Welding by Gas plant.4.00
9.12 Welding by electric plant.3.00
9.13
Kg. 48.00
Chapter Code No
Add extra over item No. 9.1 to 9.5 for hoisting and fixing for every additional one metre or part thereof beyond 4.5 mtr. height.
Per Cm cutting depth.
Per Cm length.
Per Cm length.
Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded with 15x3 mm lugs 10 Cm. long embedded in cement concrete blocks 15x10x10 Cm. of 1:3:6 (1-Cement:3-coarse sand:6-graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.
B-90
Description Unit Rate (Rs.)
9.14
9.14.1 Profile 'A' Mtr. 219.00
9.14.2 Profile 'B' Mtr. 230.00
9.14.3 Profile 'C' Mtr. 241.00
9.15
Kg. 52.00
Chapter Code No
Providing and fixing pressed steel mitred door frames manufactured from commercial mild steel sheet of 1.25 mm (16 gauge) thickness including hinges jamb, lock jamb, head and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25 mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge.
Providing and fixing frame for doors and windows of EZ-7 ISI marks section welded at corners and dully painted with red oxide paint, frame to be fixed by MS flat 230x16x3mm size holdfast embedded in cement concrete M-100 (1:3:6) block size 230x115x75mm with oxidized iron 100 mm round hinges screwed and welded complete in all respect as per design with priming coat of red oxide.
9.16
Kg. 45.00
B-91
Description Unit Rate (Rs.)
9.17
Kg. 75.00
9.18
Kg. 41.00
9.19
Kg. 49.00
9.19.1
Kg. 6.00
9.20
Supply and fixing in cement mortar welded hand railing made out of M.S. round or square bars, flats etc. for staircase or verandah as per design complete in all respect (wooden or PVC hand railing to be paid extra) with priming coat of red oxide.
Chapter Code No
Add extra over item No. 9.16 for fixing hand railing in lead (weight of lead to be paid).
Providing and fixing cow catcher made of R.S. joist angles channels MS rounds including cutting welding and fabrication with priming coat of red oxide (as per design).
Providing and fixing steel gate grating and grills made of angles, tees, square bars or other flats black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide.
Add extra if square, rectangular hollow tubular sections are used.
Providing and fixing in position collapsible steel shutters with vertical M.S. Channels 20x10x2mm and brackets with flat iron diagonals 20x5mm, size with top and bottom rail of T-iron 40x40x6mm, with 40 mm dia steel pulleys / ball bearing complete with bolts, nuts locking arrangements inside and outside stoppers, handles etc. as per specification including applying a priming coat of approved steel primer. (To be measured and paid as per outer dimension).
9.20.1 With 75 mm opening when closed. Sqm 2385.00
9.20.2 With 100 mm opening when closed. Sqm 2080.00
B-92
Description Unit Rate (Rs.)
9.21
Sqm 1531.00
9.22
9.22.1 Using M.S. angles 40x40x6mm for diagonal braces. Sqm 1631.00
9.22.2 Using M.S. angles 35x35x5mm for diagonal braces. Sqm 1550.00
9.22.3
Sqm 1450.00
Chapter Code No
Providing and fixing 1 mm thick M.S. sheet sliding shutters with frame & diagonals braces of 40x40x6 mm. angle iron 3 mm M.S. gusset plates at the junction and corners, 25 mm dia pulley 40x40x6mm angle and T-iron guide at the top and bottom respectively including applying a priming coat of approved steel primer.
Providing and fixing 1 mm thick M.S. sheet garage door shutters with frame of 40x40x6mm, angle iron 3mm M.S. gusset plate at the junction and corners including all fittings and applying a coat of approved steel primer : (Excluding cost of frames).
Using M.S. Flats 30x6mm for diagonal braces and central cross piece
9.23
Sqm 1150.00
B-93
Description Unit Rate (Rs.)
9.24 Providing and fixing boll bearing for rolling shutters
Each 200.00
9.25
9.25.1 Exceeding 10.0 Sqm and upto 16.80 Sqm in the aeraSqm 345.00
9.25.2 Exceeding 16.80 Sqm in the aera Sqm 385.00
9.26
9.26.1 MS sheet 18 SWG Sqm 1090.00
Suppling and fixing of rolling shutters of approved make, made of 80x1.25mm ms laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangments for in side and out side locking with push and pull operation complete including cost of spring hooks, providing and fixing necessary 25.3 cm long wire spring grade No 2 and ms top cover 1.25 mm thick for rolling shutters as per design (Clear openable area to be measured for payment.).
Chapter Code No
Add extra over item No 9.23 for providing mechanical device chain and crank operation for oprating rolling shutters
Providing & fixing ms sheet single leaf door shutters in angle iron frame 35x35x5 mm suitablly diagonally braced with 25x3mm flat ironabove and below lock rail of size 50x5 mm beading extra includingall fittings, as per direction of engg. incharge but excluding coes of chokhats including two coats of anti corrastie red oxide primer panit.
9.26.2 MS sheet 20 SWG Sqm 1030.00
9.26.3 MS sheet 22 SWG Sqm 990.00
9.26.4 MS sheet 24 SWG Sqm 950.00
9.26.5 Add extra for double leaf shuttters Sqm 20%
9.26.6
Sqm 60.00
B-94
Description Unit Rate (Rs.)
9.27
9.27.1 With heavy-duty Mortice lock. Sqm 1148.00
9.27.2 With heavy-duty aluminium aldrops. Sqm 1100.00
9.27.3
Sqm 80.00
Add extra over item no. 9.21, 9.22, 9.23, 9.26 for using G.I. sheet instead of MS sheet
Chapter Code No
Providing and fixing Standard steel door fabricated out of standard rolled section conforming to IS 21038 (revised) with glazing bars tennoned & riveted to the frame the bottom of shutter shall be provided with 18 gauge M.S. Sheet Kicking panel, providing and fixing 4mm thick plain float glass, aluminium handles, glazing chips etc., complete including two coats of anti-corrosive red oxide primer paint.
Deduct from item No.9.27.1 & 9.27.2 for providing 14mesh x 24 gauge with gauge instead of 4 mm thick plain flat glass.
9.28
9.28.1 Doors Sqm 1290.00
9.28.2 windows fixed Sqm 1030.00
B-95
Description Unit Rate (Rs.)
9.28.3 windows side hung (Openable) Sqm 1225.00
9.28.4 Ventilator top hung Sqm 1230.00
9.28.5 Ventilator centre hung Sqm 1230.00
9.28.6 Composite units of Doors, windows and Ventilato. Sqm 1230.00
9.28.7 For over all portion treated as fixed Sqm 1030.00
9.28.8Sqm 1150.00
9.29 Add extra over item no. 9.28 for 9.29.1
Sqm 40.00
Providing & fixing steel glazed doors, windows and ventilators shutters of standred rolled steel section joint mitred and welded with steel 13x3mm lugs 10 Cm. long embedded in cement concrete blocks 15x10x10 Cm. of 1:3:6 (1-Cement:3-coarse sand:6-graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of plain glass panes 4mm thick with copper glazing clips and special metal-sash putty of approved make, or metal beading with screws complete including priming coat of approved steel primer, excluding the cost of metal beading and other fittings except necessary hinges of pivots steel handles and peg stay etc. as required.
Chapter Code No
Patially fixed and partially openable fixed area not exceed 33%
Porvding brass handles/peg stays and fittings in place of oxidised fittings.
9.29.2
Sqm 35.00
9.29.3
Sqm 60.00
9.30 Deduct over item No. 9.28 for :9.30.1 Not providing glass panels. Sqm 200.00
9.30.2
Sqm 22.00
9.30.3 Not provided oxidized fittings. Sqm 45.00
9.31
Sqm 312.00
B-96
Description Unit Rate (Rs.)
9.32
Kg. 40.00
Porvding aluminum handles/peg stays and fittings in place of oxidised fittings.
Porvding 5mm thick plain glass instead of 4mm thick plain glass.
Pin headed 4mm thick glass panels is used instead of 4 mm thick plain glass.
Supplying and fixing fixed wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150mm distance.
Chapter Code No
Providing and fixing Square bars or other flat welded to window, ventilators etc.
9.33
Sqm 141.00
9.34
Each. 30.00
9.35
Each. 50.00
9.36
9.36.1 250 mm long of minimum weight of 280 Gm. Each. 42.00
9.36.2 200 mm long of minimum weight of 240 grams. Each. 38.00
B-97
Description Unit Rate (Rs.)
Fixing standard steel glazed doors, windows and ventilators in walls with 15x3mm lugs 10 Cm. long embedded in cement concrete blocks 15x10x10 Cm. of 1:3:6 (1-Cement:3-coarse sand:6-graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including fixing of glass panes with glazing clips and special metal-sash putty of approved make, or metal beading with screws (only steel windows with lugs, glass pane cut to size and glazing clips or metal beading with screws, shall be supplied by department free of cost.)
Providing and fixing bright finished brass casement window handles / fasteners of minimum weight 200 grams to side hung steel windows with necessary welding and machine screws etc. complete.
Providing and fixing bright finished brass peg stays 300 mm long of minimum weight 330 grams to side hung steel windows with necessary welding and machine screws etc. complete.
Providing and fixing bright finished brass peg stays to steel ventilators with necessary welding and machines screws etc. complete :
Chapter Code No
9..37
Each. 25.00
9.38
Sqm 1086.00
9..39
30%
9.40
9.40.1 Welded mesh 50x50mmx16 gauge. Sqm 313.00
9.40.2 Welded mesh 50x25mmx16 gauge. Sqm 326.00
9.40.3 Welded mesh 25x25mmx16 gauge. Sqm 342.00
9.40.4 Expanded metal size 20 to 25 mm size 18 S.W.G. Sqm 395.00
9.41
Sqm 1055.00
B-98
Providing and fixing 14 mm bright finished brass spring catch to steel center hung ventilators with necessary welding and machine screws etc. complete.
Providing and fixing steel windows or ventilators with openable wire gauge shutters of standard rolled sections shutters of standard rolled sections confirming to I.S. 1038 (revised) joints welded i.e. Providing & fixing fly screen of 14 mesh x 24 gauge with suitable screws to the body by metal beading 20 x 3mm complete with projecting hinges, bars, handles, lugs with a priming coat of red oxide paint.
Deduct from item Nos. 9.28 & 9.38 if section used is not as per I.S. 1038 (revised).
Providing and fixing welded mesh/expanded metal mesh in frame work, flat iron beading 20x3mm including top cross laps inside and out sides welding, iron bolts, crews, clips etc. complete (excluding frame work) of size.
Providing and fixing angle iron frame 25x25x3mm for ventilators with fixed wire gauge 16 mesh 24 gauge including 100 mm square bars at interval of 100 mm welded screwed to frame with mental beading 20x3m complete in all respect as per design.
Description Unit Rate (Rs.)
9.42
Each 17.00
9.43
Each 8.00
9.44
Kg. 38.00
9.45
Each 25.00
9.46 P & F bolts including nuts and bolts complete. Kg. 25.00
9.47
Mtr. 900.00
9.48
Kg. 36.00
Chapter Code No
Providing and fixing 20x6mm mild steel 15 Cm. long clamps for securing chick tops.
Providing and fixing mild steel rings of 6 mm round bars and 40 mm internal dia with nail for fasten in ropes of chicks.
Providing and fixing M.S. round holding bolts with nuts as washers complete.
Supplying of M.S. holdfast (40mm X 3mm) over all length 45 Cm. with splitted (end) for doors and windows as per design.
Providing and fixing 50 mm dia G.I. medium 'B' class railing with two horizontal pipes and 1.5 Mtr. Long vertical pipe 1.5 Mtr. Centre to centre with all accessories, like elbows, tees etc., including welding , thereading and embedding in cement concrete 1:2:4 block of size 30x30x40 Cm. with 2 Nos. angle iron 25x25x5mm size holdfast complete as per drawings and drawings.
Cast iron moulding fixing work in gate covers for fencing post etc.
B-99
Description Unit Rate (Rs.)
METAL PRESSED DOORS / WINDOWS
9.49
Sqm 1720.00
9.50
Sqm 1338.00
Chapter Code No
Supplying and fixing of steel doors, with frame of hollow metal pressed section 105x60mm as per I.S.I. 1.25 mm thick with double sheet shutter 1.00 mm thick M.S. sheet to spot welded and embossed with rib type design on both sides, front side vertical and back side horizontal and spot welded including hold fasts of (15x3mm), M.S. oxidized fittings such as butt hinges sliding doors bolts, handles, tower bolts etc. complete in all respects as per drawing and specifications including applying priming coat of approved steel primer.
Supplying and fixing of steel doors with frame of hollow metal pressed section (80x50 mm) of 1.25 mm thick with single sheet shutter having thickness 0.80 mm M.S. sheet to be spoet welded and embossed with rib type design front vertical including hold fast of (15x3 mm), M.S. oxidized fittings such as hinges, sliding bolts, handles, tower bolts etc. complete in all respects as per drawing and specifications including applying priming coat of approved steel primer.
B-100
Description Unit Rate (Rs.)
9.51
Sqm 1682.00
9.52
Sqm 1450.00
Chapter Code No
Supplying and fixing of Steel windows made out (65x40mm), hollow metal pressed section of 1.25 mm thick sheet F4 & F7 standard rolled section conforming to IS 1038 with wholly openable shutter of 0.80 mm thick (out side & inside) opening C.R. sheet embossed panels, joints matted and flush welded with suitable hinges, steel lugs & screws with approved oxidized steel handles, fittings, peg stays (casement stays) etc. complete in all respect including providing 10 mm square M.S. bars 10 Cm. C/C and applying priming coat of red oxide paint.
Supplying & fixing of M.S. louvered ventilators made out of 65x40mm hollow metal pressed section 1.25 mm thick sheet and louver 60 mm wide, 1.25 mm thick at angle of joints mitred and flush welded with suitable steel lugs etc. complete including applying priming coat of red oxide paint.
9.53
B-101
Description Unit Rate (Rs.)
9.53.1 For wholly fixed windows / entilators. Sqm 1560.00
9.53.2
Sqm 365.00
Prepainted (steel with base metal as per IS:513 with 120 GSM of Zinc phosphating and 20 mic of prime and polisher base paint of approved shade and colour) galvanized rolled frame section mechanically assembled glazed doors with hinged or any other approved arrangements for opening, approved type of stayed, P/F 5 mm, thick plain glass sheets with prepainted neosprin beading as the case may be, weather stripping with EPDM air tight gasket lining fixed around glass and around panel frame including fixing standard approved standard hinges, handles, locks etc. where ever required as per detailed drawings of Rajasthan Vidhan Sabha Bhawan Project Jaipur, including protecting the windows frame during execution. The windows / ventilators shall be made out of CRCA material.
Chapter Code No
Add extra over item 9.52.1 for openable shutter made out of specifications and details as laid in 9.52 (only openable panel to be measured).
9.54
9.54.1 Window fixed. Sqm 845.00
9.54.2 Window openable. Sqm 1100.00
FENCING WORK9.55
Mtr. 270.00B-102
Description Unit Rate (Rs.)
Providing and fixing steel glazed window frame made out of 80x40 mm hollow sheet section of 16 gauge thickness, joint mitred welded and grinded including hold fast of steel lugs 13mm x 3mm and 15 Cm. long embedded in C.C. block 15x10x10 Cm. of 1:3:6 nominal concrete and including fixing of pivoted hinges of superior quality, window shutters made out of 55x20mm hollow steel section 15 mm paitam of 18 gauge thickness, joint mitred and grinded including 10mm x 10mm square bars welded to frame for paitam fixing float glass 4 mm thick panes with glazing clips and metal sash putty and fixing of shutters frames peg stay, U shape handle 100 mm long, tower bolts 100 mm long of steel power coated superior quality including fixing and jointing with frame hinges priming coat with steel primer complete in all respect as per direction of Engineer-in-charge.
180 Cm. high fencing with angle iron post 55x55x6mm placed at every 3 Mtr. apart 45Cm. in ground embedded in cement concrete 1:3:6 (30x30x60 Cm.) corner and every tenth post to be strutted with 55x55x6mm. angle iron provided with 6 horizontal lines and two diagonals of black barbed wire between two posts fitted and fixed with G.I. staples including earth work in excavation etc. complete.
Chapter Code No
9.56
Mtr. 250.00
9.57
Mtr. 230.00
9.58
Mtr. 163.00
9.59
Mtr. 7.00
9.60Mtr. 12.00
B-103
Description Unit Rate (Rs.)
150 Cm. high fencing with angle iron 50x50x6mm placed at every 3 Mtr. apart 30 Cm. in ground embedded in cement concrete 1:3:6 (30x30x45 cm.) corner and every tenth post to be strutted with 50x50x6mm angle iron provided with 6 horizontal lines and two diagonals of black barbed wire between two posts fitted and fixed with G.I. staples including earth work in excavation etc. complete.
120 Cm. high fencing with angle iron posts 50x50x6mm placed at every 3 Mtr. apart 30 Cm. in ground embedded in cement concrete 1:3:6 (30x30x45 Cm.) corner & every tenth posts to be strutted with 50x50x6mm angle iron provided with three horizontal lines and two diagonals of black barbed wire between two posts fitted and fixed with G.I. staple including earth work in excavation etc. complete.
150 Cm. high fencing of precast R.C. posts of 15Cm.x15Cm. tapered to 100x100cm. at top placed at every 3 Mtr. apart 30 Cm. in ground embedded in cement concrete 1:3:6 (30x30x45 Cm.) corner and every tenth posts to be strutted with same R.C. posts provided with 6 horizontal lines and two diagonals of black barbed wire between the two posts fitted and fixed with G.I. staples including earth work in excavation etc. complete.
Add or deduct for each wire line on item No. 9.55 to 9.58
Add or deduct for additional or less higher per 10 Cm. on item No. 9.55 to 9.58
Chapter Code No
9.611.75
9.62
9.62.1 50mm x 50mm x 3.15mm. Sqm 321.00
9.62.2 75mm x 75mm x 3.15mm. Sqm 275.00
9.62.3 100mm x 100mm x 3.15mm. Sqm 235.00
9.62.4 150mm x 150mm x 3.15mm. Sqm 200.00
9.63
Sqm 2055.00
B-104
Add for using galvanized barbed wire instead of black barbed wire.
Mtr. Each wire
Supplying and fixing of chain link fencing with angle iron posts 50x50x6mm placed at every 3 Mtr. apart 30 Cm. in ground embedded in cement concrete 1:3:6 (30x30x45 Cm.)corner and every tenth post to be strutted with (50x50x6 Cm.) angle iron provided and fixed and fitted with posts including earth work in excavation etc. complete with chain link size.
Supply & fixing of steel window made out 75x40 mm hollow metal pressed section of 16 gauge thick sheet partly openable and partly fixed panel shutter with 5 mm thick plain glass panes outside openable and wire gauge 14x24 gauge inside openable shutter with M.S. square bar 10 mm side, fixed, portion of window should be glazed by 5 mm thick plain glass of TG welded to M.S. frame and approved make putty with glazing clips inching joints mitred and plug welded with suitable hinges hold fast steel lug and screws with approved oxidized steel handles fittings peg stays etc. complete in all respect including providing 10 mm square MS bars 15 cm. center to cernter and applying priming coat of red oxide paints as per approved drawing by Engineer's incharge ground floor/ first floor.
Description Unit Rate (Rs.)
9.64
Mtr. 1873.00
9.65
Sqm 1948.00
Chapter Code No
Supply & fixing of stainless steel pipe railing for ramp railing height, 90 cm. with 40 mm dia stainless steel pipe with 18 gauge with drop (vertical post) at 90 cm. C/C and intermidiate horizontal pipe with suitable height of same size and gauge with coupling, grinding and polishing & fix of master pieces as per required point as per approved design of Engineer incharge.
Supply & fixing steel shutter (Almirah type) with 18 gauge steel border & steel shutter including locking arrangement and painting etc. complete fixed on wall with joint fast (iron clip)
B-105
CHAPTER No. B-10
ROOFING
1
2
3
Description Unit Rate (Rs.)
STONE SLAB ROOFING10.1
10.1.1 Upto 2.00 metre.Sqm 877.00
10.1.2 Above 2.00 mtr upto 2.50 metre. Sqm 888.00
10.1.3 Above 2.50 mtr upto 3.30 metre. Sqm 921.00
Rates are fro complete item of work and are inclusive of al centering, shuttering, curing and finishing including all leads and delivery of material at site of work with all lead and lift.
The rates for A.C. and G.I. sheet roofing are inclusive of all necessary, overlaps and wastage in cutting and all standard crews nuts washers bolts and nuts ‘J’ or ‘L’ hooks etc. required as per specifications.
All precautions shall be taken to ensure that the finished roof is water tight and without any leakage under all weather conditions. Particular care shall be taken in providing good workmanship specially at vulnerable points.
Chapter Code No
Stone slab roofing on ground for with fine grained stone slab from approved quarry with 150 mm top lime terracing with Hemp, Methi, Lime, Sandla with Gur & Gugal (as per JODHPUR PRACTICE) including ralthal, filling of joints of parapet and slab on both sides in cement sand mortar 1:4 lime batta (gola) 75mmx75mm Sandla and ceiling plaster in CM 1:4 with wire and nails etc. complete as per specification for span.
B-106
Description Unit Rate (Rs.)
10.2 Add extra over item no.10.1 for subsequent story
10.2.1 First floor Sqm 50.00
10.2.2 Second floor Sqm 75.00
10.2.3 Third floor Sqm 100.00
10.3Sqm 73.00
10.4Sqm 40.00
10.5
10.5.1 150 mm thick average. Sqm 332.00
10.5.2 100 mm thick average. Sqm 221.00
10.5.3 50 mm thick average. Sqm 200.00
10.5.4 35 mm thick average. Sqm 150.00
10.6
10.6.1 Upto 50mm Sqm 6.00
10.6.2 Above 50mm upto 100mm Sqm 7.50
10.6.3 Above 100mm Sqm 9.00
10.7
Chapter Code No
Deduct from item No. 10.1 for Ralthal not to be done.
Deduct from item No. 10.1 for cement flush pointing is done instead of cement plaster 1:4
Providing and laying lime terrace on roofs of ground floor including lime batta (gola) 75mm and sandal complete (JODHPUR PRACTICE) for thickness:
Add extra over item no.10.5 for each subsequent storey for thickness.
Providing gola (bata) in lime concrete using 50% lime surkhi/sand mortar 1:2 with grit along joint of walls and terrece finished with lime mortar 1:2 plaster with Gur, Gugal, Methi etc in concave shape of size:
B-107
Description Unit Rate (Rs.)
10.7.1 75mmx75mm Mtr. 16.00
10.7.2 100 mm X 100 mm Mtr. 21.00
10.7.3 150 mm X 150 mm Mtr. 30.00
10.8
Mtr. 22.00
10.9
Sqm 52.00
10.10
Sqm 155.00
10.11
10.11.1 75mm to 100 mm thick average. Sqm 112.00
10.11.2 55mm to 60 mm thick average. Sqm 95.00
10.11.3Sqm 18.00
10.12 Deleted
10.13 Deleted
10.14 Deleted
10.15
Sqm 143.00
Chapter Code No
Providing batta (gola) 75mm x 75mm in cement concrete (1:2:4) including finished with cement mortar 1:3 as per standard design.
Spreading of hot blown bitumen (IS: grade 85/25, 90/25 industrial grade) applied at 175 to 180 degree C @ rate of 1.70 Kg. per Sqm. complete.
Providing and laying brick tiles of class designation 100 over mumty, roofs, grouted with cement mortar 1:3 mix with 2 % of integrated water proofing compound by wt. of cement over 12mm thick layer of cement mortar 1:3 and finished neat.
Providing brick kharanja in lime sand mortar 1:2 in square pattern over roof of ground floor :
Add for if cement mortar 1:4 is used instead of lime mortar 1:2
Encasing of R.S. joist with cement concrete (1:3:6) including expended metal of B.B. lathing finished with cement rendering.
B-108
Description Unit Rate (Rs.)
10.16
Sqm 140.00
10.17
10.17.1 Stone slab 100 to 150 mm thick average Sqm 525.00
10.17.2 Stone slab 60 to 75 mm thick average Sqm 460.00
10.17.3 Stone slab 40 to 50 mm thick average Sqm 297.00
10.18
10.18.1 Upto 2.00 Mtr. Sqm 35.00
10.18.2 Above 2.00 Mtr. And upto 2.50 Mtr. Sqm 45.00
10.18.3 Above 2.50 Mtr. And upto 3.00 Mtr. Sqm 50.00
10.18.4 Above 3.00 Mtr. And upto 3.30 Mtr. Sqm 55.00
10.19
Sqm 195.00
10.20
Sqm 259.00
Chapter Code No
Encasing of R.S. Joist with Khanda/bricks in cement mortar 1:4 with neat finished.
Providing stone slab covering over drains including filling of joints in cement sand mortar 1:3 with 35mm thick cement concrete flooring 1:2:4 mix complete with good finish with :
Labour charges for hoisting and placing in position stone slab for roof on ground floor :
Providing and fixing 20 mm thick plain cement concrete roofing tile over roof fixed in cement mortar 1:4
Providing and fixing 20 mm thick terrazo tile over roofing fixed in cement mortar 1:4 over bed of 25 thick.
10.21
Sqm 99.00
B-109
Description Unit Rate (Rs.)
10.22Sqm 7.00
10.23
Sqm 24.00
10.24
Each 79.00
GALVANISED IRON SHEET ROOFING
10.25
10.25.1 1.60 mm thick. Sqm 975.00
10.25.2 1.25 mm thick. Sqm 789.00
10.25.3 1.00 mm thick. Sqm 655.00
Finishing with 25 mm thick cement plaster on roofs in cement sand mortar 1:4 mix including water proofing compound @ 2 % of cement used, with neat cement, finishing, curing etc. complete in all respect including making of 300 mm x 300 mm square.
Chapter Code No
Providing & Laying sandal coat over roof with lime putty.
Providing props & rafters (Ballies & fantas at lower roof at the time of execution of work in upper floors in multi storey building. The spacing of grid shall not exceed 1 Mtr. x 1 Mtr.)
Making khurras 450 x 450mm with average minimum thickness 50 mm cement concrete 1:2:4 over P.V.C. Sheet 1 Mtr. x 1 Mtr. x 40 micron finished with 12 mm cement plaster 1:3 and one coat of neat cement, rounding edges and making and finishing the out let complete.
Providing corrugated G.I. Sheet roofing fixed with G.I. J or L hooks bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coat of approved paint on over lapping of sheet complete (upto a pitch of 600) & excluding the cost of purlins rafters and truses, for class of sheet :
10.25.4 0.80 mm thick. Sqm 548.00
10.25.5 0.63 mm thick. Sqm 457.00
10.26
Sqm 3.00
10.27Sqm 4.00
B-110
Description Unit Rate (Rs.)
10.28
25.00
10.29
27.00
10.30
10.30.1 0.80 mm thick sheet. Mtr. 344.00
10.30.2 0.63 mm thick sheet. Mtr. 294.00
10.31
Mtr. 703.00
10.32
10.32.1 1.25 mm thick Sheet. Mtr. 274.00
10.32.2 1.00 mm thick Sheet. Mtr. 238.00
Add extra over item No. 10.25 for providing and fixing CGI sheets vertically or to a pitch exceeding 600
Add extra over item No. 10.25 for providing and fixing CGI sheets in curved roofing.
Chapter Code No
Extra for Straight cutting in CGI sheet roofing for making opening of area exceeding 40 dm2 for chimney stack, sky light etc. Per Mtr
perimeter
Extra for Circular cutting in CGI sheet roofing for making opening of area exceeding 40 dm2 .
Per Mtr perimeter
Providing ridges or hips of width 600 mm overall with plain GI sheet fixed with GI, J or L-hooks, bolts and nuts 8mm dia GI limpet and bitumen washers complete :
Providing valleys of 900 mm width overall in plain GI Sheet 1.60 mm thick fixed with GI, or L-hooks, bolts and nuts 8mm dia GI limpet and bitumen washers complete.
Providing flashing of 40 mm overall width plain GI sheet fixed with GI, J or L-hooks, bolts and nuts 8 mm dia GI limpet and bitumen washers complete bent to shape and fixed in wall with cement mortar 1:3 (1-Cement:3-coarse sand):
10.33
10.33.1 1.25 mm thick. Mtr. 286.00
10.33.2 1.00 mm thick. Mtr. 276.00
10.33.3 0.80 mm thick. Mtr. 263.00
10.33.4 0.63 mm thick. Mtr. 250.00
B-111
Description Unit Rate (Rs.)
A.C. SHEET ROOFING10.34
10.34.1 Sqm 245.00
10.34.2 Sqm 248.00
10.35
9.00
10.36
11.00
10.37
Kg. 33.00
10.38
10.38.1 One piece plain angular ridges. Mtr. 102.00
Providing and fixing 150 mm wide 450 mm overall semicircular plain GI sheet gutter with iron brackets 40mmx3mm size, bolts, nuts, and washers etc. including making necessary connection with rain water pipes complete.
Chapter Code No
Providing corrugated asbestos cement 6 mm thick sheet roofing and fixing with GI, J or L-hooks, bolts and nuts 8 mm dia GI plain and bitumen washers complete excluding the cost of purlines, rafters and trusses :
Upto 600 pitch.
Above 600 pitch.
Extra for Straight cutting in AC corrugated, semi corrugated 6 mm thick sheet roofing for making opening of area exceeding 40 dm2 for chimney stacks, sky light etc. Per Mtr
perimeter.
Extra for Circular cutting in AC corrugated, semi corrugated, 6mm thick sheet roofing for making opening of area exceeding 40 dm2 Per Mtr
perimeter.
P&F wind ties of reqd. flat iron section incl. making holes as reqd. duly painted with red oxide paint complete.
P&F ridges and hips in asbestos cement sheet roofing:
10.38.2 Serrated or plain wing adjustable ridges. Mtr. 135.00
10.38.3 Close fitting adjustable ridges Mtr. 170.00
10.38.4 North light adjustable ridges. Mtr. 135.00
10.38.5 Unserrated adjustable hips. Mtr. 135.00
10.39
10.39.1 Apron flashing pieces. Mtr. 97.00
B-112
Description Unit Rate (Rs.)
10.39.2 Eaves filler pieces. Mtr. 73.00
10.39.3 North-light & ventilator curves. Mtr. 174.00
10.39.4 Barge boards. Mtr. 123.00
10.39.5 Ridge finials Pair 74.00
10.39.6 Curved barge boards for North light curve. Each 126.00
10.39.7 Roof lights. Each 705.00
10.39.8 Expansion joints for ridges. Each 207.00
10.39.9 Expansion joints for North light curves Each 161.00
10.39.10 S' type louvers Mtr. 96.00
FALSE CEILING10.40
Sqm 205.00
Providing and fixing asbestos cement roofing accessories with galvanized iron J or L-hooks, bolts & nuts and or G.I. seem bolts and nuts GI plain and bitumen washers etc. complete :
Chapter Code No
Providing and fixing chir wood frame work for false ceiling of net work of 600 mm x 600 mm approximately of batten size 60mmx60mm as main rafters and 50x25 mm as secondary rafters with 10 mm dia M.S. hangers at suitable intervals, including coating of anti-termite treatment and fixing in wall etc. complete in all respect :
10.41
10.41.1 Plain Tiles Sqm 439.00
10.41.2 Ornamental Tiles Sqm 464.00
10.42
B-113
Description Unit Rate (Rs.)
10.42.1 12 mm thick insulation board, like celotex tiles Sqm 537.00
10.42.2 6 mm thick insulation board. Sqm 422.00
10.42.3 3 mm thick hard board. Sqm 374.00
10.42.4
Sqm 422.00
10.42.5 3 mm thick plain A.C. SheetSqm 220.00
Providing and fixing 15 to 18 mm thick false ceiling tiles of plaster of Paris as per approved design over wooden frame with Brass screws complete in all respects including fixing of exposed surface smooth with plaster of paris (excluding the cost of wooden frame) :
Providing and fixing ceiling tiles with teak wood beading of size 60mm x 12mm on existing & wooden frame as per approved drawing and specification using
Chapter Code No
12 mm thick flat pressed half random perforated phenol board tiles.
10.43
B-114
Description Unit Rate (Rs.)
Providing and Fixing at all height all false ceiling of 12.5 mm thick tapered edge Gypsum board conforming to IS : 2095 including providing and fixing of frame work made of special section power pressed from M.S. sheet and galvanized in accordance with zine coating 600 as per IS : 277 and consisting of angle cleats of thick 25 mm wide x 16 mm thick with flanges of 22 mm and 37 mm at 1200 mm center to center one flange fixed to the ceiling with dash fastner 12.5 mm dia x 40 mm long with 6 mm dia bolts to the hangers of 25x25x5mm of required length, and other end of angle hanger being fixed with nut and bolts to G.I. channels 45 mm x 15 mm x 0.9 mm running at the rate of 1200 mm center to center to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having clips of 10.5 mm at 450 mm center to center shall be fixed in a direction perpendicular to G.I. channel with connecting clips made out of 2.64mm dia x 230mm long
Chapter Code No
Sqm. 599.00
10.44
Sqm 178.00
10.45Sqm 127.00
10.46Sqm 83.00
10.47Sqm 34.00
10.48
Sqm 355.00
B-115
Description Unit Rate (Rs.)
G.I. wire at every junction including fixing the gypsum board with ceiling section and perimeter channels 0.5mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall / partition with the help of rawl plugs at 450 mm center to center with 25 mm long drive-all screws @ 230mm interval including jointing and fixing to a flush finish of tapered and square edges of gypsum board with recommended filler paper tapes, finisher and two coats of primer suitable for gypsum board as per manufactures specifications and also including the cost of making openings for right fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed all complete as per drawing and specifications and direction of the Engineer-in-charge but the excluding the cost of painting.
Thatch roofing 100 to 150 mm thick in two layers with bamboos rafters and sleepers in both directions and laying complete.
Single country tiles roofing including hips & ridges complete over wooden batten or bamboos.
Add extra over item No. 10.45 if Mangalore tiles are used in place of country tiles.
Add over item Nos. 10.45 and 10.46 if aluminium tees are provided.
Providing and Fixing plastic ceiling tiles with adhesive complete of dimension of 600x300 as per approved design including cleaning of surface wire brush and filling of uneven surface by putties etc. complete including scaffolding complete.
Chapter Code No
10.49
Sqm 204.00
10.50
10.50.1 1.5 mm thick (Wt.2.5 Kg./Mtr.Sq.) Sqm 695.00
10.50.2 2.0 mm thick (Wt.3.3 Kg./Mtr.Sq.) Sqm 908.00
10.50.3 3.0 mm thick (Wt.5.0 Kg./Mtr.Sq.) Sqm 1333.00
10.50.4 5.0 mm thick (Wt.8.4 Kg./Mtr.Sq.) Sqm 2205.00
10.51
10%
10.52
B-116
Providing and Fixing of wall paper with adhesive as per approved design and make including cleaning the surface by wire brush of filling uneven surface by putties etc. complete including scaffolding complete (for estimate purposes.)
P & F Plain Fiber glass sheet (FRP sheet fiber Reinforcement product sheet confirming to IS:12866-1989 having minimum thickness as below including fixing with nuts bolts hooks and bitumen washer etc. complete.)
Add extra for corrugated Fiber glass sheet as per Asbestos cement profile/ steel profile over item No. 10.50
Providing Cement based water proofing treatment to RCC Roof with brick bats in CM 1:4 (1-Cement:4-Sand) the under layer beihg 20 mm thick bed plaster of cement sand mortar 1:6 and a neat cement sand mortar plaster of mix 1:4 with neat cement punning including adding of water proofing compound at all stages at 2 % of weight of cement including curing etc. complete in all respect.
The various stages of exceeding the above mentioned item of work are as given below.
1- Cleaning of RCC roof and applying of neat cement slurry over the roof at the rate 3.00 kg. Of cement per Sqm of area mixed with water proofing compound. Thickness of layer be 1.50 mm.
2- Plastering he base with 20 mm thick cement sand plaster of mix 1:6 with water proofing compound.
Description Unit Rate (Rs.)
Sqm 242.00
10.53
Sqm 190.00
10.54
Sqm 189.00
10.55
Sqm 422.00
10.56
Rm. 120.00
Chapter Code No
3- Laying of brick bats with 20 mm thick cement mortar 1:4 with water proofing compound.
4- Finishing with 20 mm thick cement sand mortar of mix 1:4 mixed with water proofing compound.
P&L glazded tiles pieces for roof treatment having colour and shade as approved by the engineer in charge over 20mm thick under layer of cement mortar mix 1:4 with application of cement slurry incl. finishing of joints with white cement and pigment matching the shade curing etc. complete in all respect.
Providing and laying 20 to 25 mm size glazed tiles pieces for rooof treatment having colour and shade as approved by the Engineer incharge over 25 mm thick layer of cement mortar mix 1:4 with application of cement slurry including finishing of joints with ordinary cement and curing etc. complete in all respect. Washing with acid.
Providing & fixing PVC sheet roofing with 2 mm thick PVC sheet corrugated with J-hooks, G.I. Washers & Bitumen Washers completed including overheads etc.
Providing and fixing aluminium Tie Rod of size 25x6 mm on aluminium roofing including J/L hooks with Bitumen and 6.1 washers and nuts at Jodhpur.
B-117
Description Unit Rate (Rs.)
10.57
Sqm 1736.00
10.58
Sqm 1630.00
Chapter Code No
Providing & fixing aluminium plain sheet 18 gauge 1.22 mm thick valley of 38 cm bottom width & sides of 30 cm & 20 cm with extra portion of supports on both sides with J/L hooks bitumen and G.I. Washer and nuts with M.S. flat on Aluminium shed.
Providing & fixing aluminium plain sheet 18 gauge 1.25 mtr. width having Semi Circular ridge in two pieces of radius 10 cm plain surface by partly rerolling corugated sheet portion for ridge with J/L hooks bitumen and G.I. Washer and nuts with M.S. flat on Aluminium shed.
B-118
CHAPTER No. B-11
FLOORINGNOTE :
1
2
3
4
Description Unit Rate (Rs.)
BRICK FLOORING
11.1
11.1.2 Cement Sand Mortar 1:6 Sqm 215.00
11.1.2 Cement Sand Mortar 1:4 Sqm 236.00
11.2Sqm 8.90
CEMENT CONCRETE FLOORING :
11.3
11.3.1Sqm 106.00
11.3.2Sqm 140.00
The rates for al items include all from work, laying, curing and finishing etc. The rates are for complete work at site,, inclusive of all leads.
The rates cover the protection and cleaning for all places.
For marble granite and ceramic tile works refer to Chapter No. B-7.
No marble powder to be used in marble chips/ crazy/ terrazzo / mosaic flooring work.
Chapter Code No
Brick on edge flooring with bricks of class designation 75 including pointing in CM (1:3) complete laid on 12 mm thick bed of
Extra for brick flooring laid in diagonal herring bone bond or other pattern as specified.
Cement concrete flooring grade 1:2:4 (1-Cement:2-Coarse sand:4-graded stone aggregate) rounding off edges etc. but excluding the cost of nosing of steps etc. complete :
25 mm thick with 12.5 mm thick nominal size aggregate.
40 mm thick with 20 mm thick nominal size aggregate.
11.3.3Sqm 149.00
B-119
Description Unit Rate (Rs.)
11.3.4Sqm 200.00
11.3.5
Sqm 17.50
11.4
11.4.1Sqm 72.00
11.4.2Sqm 106.00
11.4.3Sqm 120.00
11.4.4Sqm 173.00
11.5
Sqm 210.00
50 mm thick with 20 mm thick nominal size aggregate.
Chapter Code No
75 mm thick with 20 mm thick nominal size aggregate.
Add extra if finished with a floating coat of neat cement including cement slurry, making of lines or grooves etc. complete.
Cement concrete flooring 1:3:6 finished in all respects including rounding off edges etc. but excluding the cost of nosing of steps etc. complete :
25 mm thick with 12.5 mm thick nominal size aggregate.
40 mm thick with 20 mm thick nominal size aggregate.
50 mm thick with 20 mm thick nominal size aggregate.
75 mm thick with 20 mm thick nominal size aggregate.
50 mm thick cement concrete flooring with Metallic concrete hardener topping, under layer of 38 mm thick cement concrete 1:2:4 (1-Cement:2-coarse sand :4-graded stone aggregate 20 mm thick nominal size) and top layer of 12 mm thick metallic concrete hardener consisting of mix 1:2 (1-Cement:2-stone aggregate, 6mm nominal size) by volume & mixed with metallic hardening compound of approved quality @ 2Kg./Sqm. including cement slurry, rounding off edges etc. but excluding the cost of nosing of step etc. complete.
B-120
Description Unit Rate (Rs.)
11.6
Sqm 231.00
11.7
11.7.1 15 mm thick. Sqm 106.00
11.7.2 20 mm thick. Sqm 118.00
11.8
Sqm 315.00
11.9
11.00
Chapter Code No
60 mm thick cement concrete flooring with Metallic concrete hardener topping, under layer of 42 mm thick cement concrete 1:2:4 (1-Cement:2-course sand:4-graded stone aggregate 20 mm nominal size) and top layer of 18 mm thick metallic concrete hardener consisting of mix 1:2 (1-Cement:2-stone aggregate, 6 mm nominal size) by volume & mixed with metallic hardening compound of approved quality @ 3Kg./Sqm. including cement slurry, rounding off edges etc. but excluding the cost of nosing of steps etc. complete.
Cement plaster in skirting and/dado with cement mortar 1:3 (1-Cement:3-course sand) finished with a floating coat of neat cement including rounding of junctions with floor :
40 mm thick flooring with red oxide under layer 30 mm thick cement concrete 1:2:4 (1-Cement:2-course sand:4-graded stone aggregate 12 mm nominal size) and top layer 10 mm thick plaster of cement red oxide mix using 3.5 Kg. of red oxide of iron per 50 Kg. of cement 1:3 (1-Cement:3-course sand) finished with a floating coat of neat cement red oxide mix of same proportion including cement slurry, rounding of edges and strips but excluding the cost of nosing of steps etc. complete.
Add or deduct over item No. 11.8 for using more or less than 3.5 Kg. of red oxide of iron per 50 Kg. of cement in 40 mm thick red oxide flooring.
Per Sqm/Kg extra/less of red oxide of iron used for
each 50 Kg of cement.
11.10
B-121
Description Unit Rate (Rs.)
11.10.1Sqm 158.00
11.10.2Sqm 164.00
11.11
8.00
11.12
Cum 2260.00
11.13Sqm 12.00
11.14
Cum 846.00
TERRAZO FLOORING
Red oxide plaster/dado with top layer 6 mm thick plaster of cement red oxide of mix using 3.5 Kg. of red oxide of iron per 50 Kg. of cement 1:3 (1-Cement:3-course sand) finished with a floating coat of neat cement red oxide mix of same proportion :
Chapter Code No
18 mm thick with under layer 12 mm thick cement plaster 1:3 (1-Cement:3-coarse sand).
21 mm thick with under layer 15 mm thick cement plaster 1:3 (1-Cement:3-coarse sand).
Add or deduct over item No. 11.10 for using more or less than 3.5 Kg. of red oxide of iron per 50 Kg. of cement in 18 mm or 21 mm thick red oxide plaster skirting/dado.
Sqm per Kg. extra / less of red oxide of iron used for each 50 Kg. of cement.
Cement concrete pavement of required thickness with 1:2:4 (1-Cement:2-course sand : 4-graded stone aggregate 20 mm nominal size) including finishing complete.
Extra for making chequers of approved pattern on cement floors, steps landing, pavement etc.
Filling of sunk portion of roof with earthen pots of required height including filling voids with 1:2:4 light concrete, using brick bats complete leveling and dressing the surface by 50mm thick cement concrete 1:2:4 as per specification.
11.15
11.15.1 Ordinary Cement without any pigment Sqm 211.00
11.15.2 Light shade pigment with ordinary cement. Sqm 217.00
B-122
Description Unit Rate (Rs.)
11.15.3Sqm 237.00
11.15.4 White cement without any pigment. Sqm 245.00
11.15.5 Light shade pigment with white cement. Sqm 237.00
11.15.6 Dark shade pigment with ordinary cement. Sqm 234.00
11.16
11.16.1 Ordinary cement without any pigment. Sqm 235.00
11.16.2 Light shade pigment with ordinary cement. Sqm 258.00
11.16.3Sqm 260.00
11.16.4 White cement without any pigment. Sqm 273.00
11.16.5 Light shade pigment with white cement Sqm 300.00
40 mm thick marble chips flooring rubbed and polished to granolithic finish under layer 34 mm thick cement concrete 1:2:4 (1-Cement:2-course sand :4-graded stone aggregate 12.5 mm nominal size) including fixing of dividing strips (excluding the cost of strips) and top layer 6 mm thick with marble chips of approved colour & 1 mm to 4 mm nominal size laid in cement marble chips mix of 4:7 (4-cement:7-marble chips) by volume including cement slurry etc. complete :
Chapter Code No
Medium shade pigment with approximately 50 % white cement and 50 % ordinary cement.
40 mm thick marble chips flooring rubbed and polished to granolithic finish under layer 31 mm thick cement concrete 1:2:4(1-Cement:2-course sand :4-graded stone aggregate 12.5 mm nominal size) including fixing of dividing strip (excluding the cost of strips) and top layer 9 mm thick with marble chips of approved color & 4 mm to 7 mm nominal size laid in cement marble chips 2:3 (2-Cement:3-marble chips) by volume including cement slurry etc. complete.
Medium shade pigment with approximately 50 % white cement and 50 % ordinary cement.
11.16.6 Dark shade pigment with ordinary cement. Sqm 257.00
11.17
11.17.1 Ordinary Cement without any pigment Sqm 243.00
B-123
Description Unit Rate (Rs.)
11.17.2 Light shade pigment with ordinary cement Sqm 281.00
11.17.3
Sqm 308.00
11.17.4 White cement without any pigment. Sqm 297.00
11.17.5 Light shade pigment with white cement Sqm 335.00
11.17.6 Dark shade pigment with ordinary cement. Sqm 274.00
11.18
1.18.1 Ordinary cement without any pigment. Sqm 234.00
11.18.2 Light shade pigment with ordinary cement Sqm 275.00
40 mm thick marble chips flooring rubbed and polished to granolithic finish under layer 28 mm thick cement concrete 1:2:4 (1-Cement:2-course sand:4-graded stone aggregate 12.5mm nominal size) including fixing of dividing strip (excluding the cost of strips) and top layer 12 mm thick with marble chips of approved colour & 7 mm to 10 mm nominal size laid in cement marble chips mix by weight in proportion of 2:3 (2-Cement:3-marble chips) by volume including cement slurry etc. complete :
Chapter Code No
Medium shade pigment with approximately 50 % white cement and 50 % ordinary Cement.
40 mm thick marble chips flooring rubbed and polished to granolithic finish under layer 35 mm thick cement concrete 1:2:4 (1-Cement:2-course sand:4-graded stone aggregate 12.5mm nominal size) including fixing of dividing strip (excluding the cost of strips) and top layer 15 mm thick with marble chips of approved color & 10 mm to 13 mm nominal size laid in cement marble chips mix in proportion of 2:3 (2-Cement : 3-marble chips) by volume including cement slurry etc. complete :
11.18.3Sqm 350.00
11.18.4 White cement without any pigment Sqm 355.00
11.18.5 Ligh shade pigment with white cement Sqm 415.00
11.18.6 Dark shade pigment with ordinary cement Sqm 285.00
11.19
B-124
Description Unit Rate (Rs.)
11.19.1
(A) Oridinary Cement Sqm 237.00
(B) Light Shade pigmen with Oridinary Cement Sqm 251.00
Sqm 263.00
(D)White cement without any pigment. Sqm 267.00
(E) Light Shade pigment with white Cement Sqm 276.00
(F) Dark shade pigment with ordinary cement Sqm 246.00
11.19.2
(A) Oridinary Cement Sqm 244.00
(B) Light Shade pigmen with Oridinary Cement Sqm 234.00
Sqm 246.00
(D) White cement without any pigment Sqm 305.00
Medium shade pigment with approx. 50% white cement and 50% ordinary cement
Marble chips skirting/dado rubbed and polished to granolithic finish 6 mm thick with white marble chips of approved colour and size from smallest to 4mm nominal size laid in cement marble chips mix in proportion of 4:7 (4-Cement:7-marble chips) by volume including fixing of dividing strips (excluding the cost of strips) complete in all respects:
Chapter Code No
18 mm thick with under layer of 12 mm thick cement plaster 1:3 (1-Cement:3-coarse sand) :
(C) Medium Shade pigment with approximately 50% white Cement and 50% ordinary Cement
21 mm thick with under layer of 15 mm thick cement plaster 1:3 (1-Cement:3-coarse sand) :
(C) Medium shade pigment with approx. 50% white cement and 50% ordinary cement
(E) Light shade pigment with white cement Sqm 279.00
(F) Dark shade pigment with ordinary cement Sqm 252.00
11.19.3
(A) Oridinary Cement with any pigment Sqm 270.00
(B) Light shade pigment with ordinary cement Sqm 290.00
Sqm 269.00
(D) White cement without any pigment Sqm 325.00
(E) Light shade pigment with white cement Sqm 350.00
(F) Dark shade pigment with ordinary cement Sqm 300.00B-125
Description Unit Rate (Rs.)
11.20Mtr. 55.00
11.21
11.21.1 40 mm wide and 4 mm thick. Mtr. 17.00
11.21.2 40 mm wide and 5.5 mm thick. Mtr. 23.40
11.21.3 20 mm wide and 3 mm thick. Mtr. 8.80
11.22
Mtr. 15.00
11.23
Sqm 8.00
25 mm thick with under layer of 9 mm thick cement plaster 1:3 (1-Cement:3-coarse sand) :
(C) Medium Shade pigment with approximately 50% white Cement and 50% ordinary Cement
Chapter Code No
Providing Aluminium strips 40 mm wide and 2 mm thick in joints of terrazzo floor :
Providing glass strips in joints of terrazzo/cement concrete floor :
Providing PVC strips in joint of terrazo/ cemetn concrete floor PVC strips 40mm wide and 2 to 3mm thick
Add extra over item No. 11.15 to 11.18 for terrazzo flooring laid as floor border margins and similar bands exceeding 7.5cm. but not exceeding 30 Cm. in width.
11.24
Sqm 12.00
11.25
Sqm 1.00
11.26
Mtr. 21.00
11.27Sqm 22.00
B-126
Description Unit Rate (Rs.)
11.28
11.28.1 In ordinary cement Sqm 242.00
11.28.2 White cement without any pigment. Sqm 269.00
11.28.3 Add extra if fine edge cut regular shape crazy is doneSqm 15.00
11.28.4Sqm 15.00
Add extra over item No. 11.15 to 11.18 for terrazzo flooring on stair case treads not exceeding 30 mm in width including cost of forming of nosing etc.
Add extra over item No. 11.15 to 11.18 for terrazzo flooring in narrow band bands not exceeding 7.5cm. in width.
Add extra for making moulded nosing in terrazzo including returned moulded ends and angles to mouldings.
Special surface finishing to treads risers at the end of concrete steps and the like including form work.
Chapter Code No
Crazy marble stone flooring 20 mm thick marble stone with black or of specified colour topping including filling the gaps with cement marble chips mix in proportion of 4:7 (4-Cement:7-White black or white or black marble chips) size from 1 mm to 4 mm by volume and under layer of 25 mm thick cement concrete [1:2:4, graded stone aggregate 12.5 mm nominal size] rubbing and polishing and cement slurry etc. complete :
Deduct if crazy of Kota, Madras or other similar stone topping is done
11.29
Sqm 120.00
TILE FLOORING
11.30
11.30.1 Dark shade using ordinary cement. Sqm 267.00
11.30.2Sqm 275.00
11.30.3 Light shade using white cement. Sqm 304.00
B-127
Description Unit Rate (Rs.)
11.30.4Sqm 35.00
11.30.5Sqm 32.00
11.30.6
Sqm 25.00
P&L 6mm thick marble chipping (No. 0, 2 and 2 B graded) set in cement marble powder mix 3:1 (3 Cement : 1 marble powder) by weight in proportion of 4:7 ( 4 Cemetn marble powder mix : 7 marble chips) by volume, rubbed and polished complete in all respect.
Precast terrazzo tiles of approved make, 20 mm thick with marble chips of size upto 6 mm laid in floors, and landing, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete on 30 mm thick bed of cement sand mortar 1:4
Medium shade using approximately 50% white cement and 50% ordinary cement.
Chapter Code No
Deduct if fixign is done in lime sand mortar 1:3 (1 lime putty : 3 coarse sand).
Deduct if fixign is done in lime surkhi mortar 1:3 (1 lime putty : 3surkhi).
Add extra over item NO.11.30.1 to 11.30.3 for using 24mm thick terrazo tiles with marble chips of size upto 10mm instead of 20mm thick terrazo tiles with marble chips of size upto 6mm.
11.31
11.31.1 Dark shade using ordinary cement. Sqm 265.00
11.31.2Sqm 284.00
11.31.3 Light shade using white cement. Sqm 304.00
11.32
11.32.1 Dark shade using ordinary cement. Sqm 275.00
11.32.2Sqm 293.00
11.32.3 Light shade using white cement. Sqm 304.00
11.32.4
Sqm 25.00
B-128
Description Unit Rate (Rs.)
11.33
Sqm 218.00
11.34
Sqm 18.00
Precast terrazzo tiles of approved make 20 mm thick with marble chips of size upto 6mm in skirting & risers, treads of steps and dados 12mm thick cement plaster 1:3 (1-Cement:3-coarse sand) jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete with tiles of :
Medium shade using approximately 50% white cement and 50% ordinary cement.
Providing & laying Chequerred terrazzo tiles of approved make 22 mm thick with marble chips of size upto 6mm, in floors, jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and polishing complete in all respect as per specification, on 28 mm thick bed of C.M. 1:4
Medium shade using approximately 50% white cement and 50% ordinary cement.
Add extra for using 30mm thick chequerred terrazo tiles instead of 22m thick terrazo tiles.
Chapter Code No
Providing and laying Chequerred plain cement concrete embossed specially manufactured non-slipping tiles of approved make 20 mm thick laid on 20 mm thick bed of cement mortar 1:6 jointed with neat cement slurry complete.
Add extra for chequerred coloured plain cement concrete or specially manufactured non-slipping tiles of approved make 20 mm thick.
KOTA STONE FLOORING
11.35
11.35.1 For area of each slab up to 900 Sq. Cm :(A) 25 mm thick slab. Sqm 300.00
(B) 30 mm thick slab. Sqm 434.00
(C) 40 mm thick slab. Sqm 461.00
11.35.2 For area of each slab up to 901 to 2000 Sq. Cm :(A) 25 mm thick slab. Sqm 516.00
(B) 30 mm thick slab. Sqm 536.00
(C) 40 mm thick slab. Sqm 557.00
11.35.3 For area of each slab up to 2001 to 5000 Sq. Cm :(A) 25 mm thick slab. Sqm 544.00
(B) 30 mm thick slab. Sqm 571.00
(C) 40 mm thick slab. Sqm 599.00
11.36Each 25.00
B-129
Description Unit Rate (Rs.)
11.37
11.37.1 20 mm thick slab area upto 900 Sq.Cm. Sqm 430.00
Polished Blue Kota Stone flooring skirting, laid over 20 mm thick base of C.M. 1:4 and jointed with grey cement slurry to match the shade of the slab including rubbing and polishing complete :
Extra for making hole in Kota Stone/Marble stone flooring dia upto 150 mm.
Chapter Code No
Polished Blue Kota Stone slab in steps, walls, pillars having fine machine cut edges laid on 12mm (Av.) thick cement mortar 1:3 and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete :
11.37.2 25 mm thick slab area upto 901 to 2000 Sq.Cm. Sqm 475.00
11.37.3Sqm 540.00
11.37.4Sqm 45.00
11.38
11.38.1 Madras Stone Sqm 470.00
11.38.2 Chittor Stone. Sqm 290.00
11.38.3 Nimbhahere stone Sqm 385.00
11.39
11.39.1 Madras Stone Sqm 490.00
11.39.2 Chittor Stone. Sqm 465.00
11.39.3 Nimbhahere stone Sqm 429.00
11.40
11.40.1 Nimbhahere stone Sqm 248.00
11.40.2 Chittor Stone. Sqm 275.00
11.40.3 Kota Stone. Sqm 200.00B-130
Description Unit Rate (Rs.)
11.41
11.41.1 New surface. Sqm 103.00
11.41.2 Old surface. Sqm 93.00
30 mm thick slab area upto 2001 to 5000 Sq.Cm.
Deduct from Item No.11.35 & 11.37 for using Kota stone other than blue in colour
20 to 25 mm thick polished stone flooring over 20 mm thick base of Cm. 1:4 (1-Cement:4-coarse sand) and jointed with grey cement slurry including rubbing complete in all respect.
20mm thick polished stone for steps risers, skirting, dados, wall & pillars laid on 12mm thick base of CM 1:3 & jointed with grey cemetn incl. rubbing & polishing.
35 mm thick Rough Chiesel dressed stone flooring of approves shade set in pattern over 20mm thick base of cement mortar 1:6 (1-Cement:6-coarse sand) and jointed with cement sand mortar 1:3 complete in all respects :
Chapter Code No
Grinding & polishing on mosaic / polished stone flooring :
11.42
11.42.1 New surface Sqm 52.00
11.42.2 Old surface Sqm 47.00
11.43Sqm 37.00
11.44 Random rubble dry stone Kharanja under floor. Cum 380.00
11.45
11.45.1 23 Cm. thick. Sqm 180.00
11.45.2 15 Cm. thick. Sqm 159.00
SAND STONE FLOORING
11.46
11.46.1 35mm thick red sand stone Sqm 275.00
11.46.2 45mm thick red sand stone Sqm 295.00
11.46.3 35mm thick white sand stone Sqm 285.00
11.46.4 45 mm thick white sand stone. Sqm 293.00
11.47
11.47.1 Red sand stone Sqm 350.00
11.47.2 White sand stone Sqm 365.00B-131
Description Unit Rate (Rs.)
11.48
11.48.1 125 to 150mm thick Sqm 230.00
Add extra for mirror polishing on terrazzo / mosaic flooring :
Pointing with cement sand mortar 1:3 to stone flooring.
Providing and laying R.R. stone kharanja in cement mortar 1:6 in one course :
Rough chisel dressed stone flooring over 20mm (Av.) thick base in CM 1:6 including pointing with cement mortar 1:2 (1-Cement:2-stone dust) with and admixture of pigment to match the shade of stone with joint thickness upto 15 mm:
25mm thick fine dressed and machine grinded surface stone flooring over 20mm (av.) thick base in cement in CM 1:6 with joints finished flush with:
Chapter Code No
Coursed stone paviong set in CM 1:6 laid over a bed of 20mm thick cement sand mortar 1:6 with cement pointing 1:3
11.48.2 200 to 225mm thick Sqm 260.00
11.49
Sqm 15.00
PVC FLOORING
11.50
11.50.1 1.5 mm thick sheet. Sqm 310.00
11.50.2 2.0 mm thick sheet. Sqm 350.00
11.50.3 3.0 mm thick sheet. Sqm 440.00
11.50.4Sqm 260.00
11.51
11.51.1 1.0 mm thick sheet. Sqm 460.00
11.51.2 1.5 mm thick sheet. Sqm 540.00
11.51.3 2.0 mm thick sheet. Sqm 670.00
11.52
11.52.1 Using upto 10% marble stone. Sqm 22.00
11.52.2 Using above 10% and upto 15% marble stone Sqm 34.00
11.52.3 Using above 15% and upto 20% marble stone Sqm 45.00B-132
Description Unit Rate (Rs.)
WOODEN FLOORING
Extra in course stone paving when bitumen sand pointing using 68kg bitumen 80/100 with 0.6cum sand in used in place of cement sand pointing
Providing and fixing Polyvinyl Chloride sheet / P.V.C. tile (with backing of Hessian cloth or other woven fabric flooring using rubber base adhesives including rolling with light wooden roller complete :
20 mm thick pvc TILE FULLY FLEXIBLE VINYL FLOORING
Providing and fixign Cushion Vinyl./fully flexible Vinyl Flooring confirming to IS 3462 flooring of approved make with fiber base using rubber base adhesive incl. rolling with light wooden roller complete.
Add extra over itemNo.11.35 for combination flooring of blue kota and marble stones.
Chapter Code No
11.53
11.53.1 First Class Teak Wood. Sqm 1633.00
11.53.2 First Class Chir Wood. Sqm 969.00
11.53.3 First Class Sheesham Wood. Sqm 1061.00
NOTE : For 2nd Class wood deduct Sqm 20%
11.54
Sqm 2932.00
11.55
11.55.1 25 mm wide Aluminium strips. Mtr. 27.00
11.55.2 38 mm wide Aluminium strips. Mtr. 38.00
11.56
11.56.1
Sqm 1650.00
B-133
Description Unit Rate (Rs.)
25 mm thick wooden planking, tongued and grooved in flooring including fixing with iron screws complete (Lower frame to be paid extra) with :
38 mm thick parquet (Wood block) flooring of first class teak wood laid over 25 mm thick levelling layer of cement concrete 1:2:4 (to be paid separately) coated with in a thin layer of hot bitumen (blown type) @ 2.45 Kg. per Sqm. including fixing blocks in position after dipping in hot bitumen (blown type) upto half depth, planned, leveled smooth and finished complete.
Providing and metal strips of 1.6 mm thickness at the junction with other floors :
Providing and laying with a direct laminated surface treated with aluminium oxide on top of a high density fibre board with a density of 910 kg/ per mtr having a click system tongue and groove joint to secure a long lasting joint. The plans are or termite resistant and water protected with both side lamination.
Wooden flooring planks of size 1290x 190 x 7mm (7mm thick laminated floor class of use 23/32 having a wear resistance level of AC-3 as per EN-13329, ASTMC-1028, DIN -52612, DIN-54345, EN-717-2, DIN-51953).
Chapter Code No
11.56.2
Sqm 1750.00
11.56.3
Mtr. 1900.00
11.57
Sqm 1036.00
11.58 -do- size 450x450 mm -do- Sqm 942.00
11.59
Sqm 5.00
11.60
Mtr. 42.00
Wooden flooring planks of size 1290x 190 x 8mm (8mm thick laminated floor class of use 23/33 having a wear resistance level of AC-4 as per EN-13329, ASTMC-1028, DIN -52612, DIN-54345, EN-717-2, DIN-51953).
Wooden flooring planks of size 1290x 396 x 8mm (8mm thick laminated floor class of use 23/33 having a wear resistance level of AC-4 as per EN-13329, ASTMC-1028, DIN -52612, DIN-54345, EN-717-2, DIN-51953).
Providing & laying vitrified Porcelain dianomite floor tile, skirting, dedo, (Johnso, Euro, Naveen, Bell, Marbito or equivalent etc.) size 600x600, 10 mm thick flooring over 20 mm thick bed mortar 1:4 mix with 2-3 mm thick joint to be filled with cementious grout or polymer based non shrink grout make Rofee/ Bell adhesive/ pidite etc of matching colour as per requirement of site.
Providing and fixing acralic carpet weight 1000 gm/sqm. Fixing with 6 mm thick foam with fibre finish.
Cutting & moulding by hand power grinder including polishing etc. complete in all type of Kota/ Marble/ Granite/ Jodhpur stone etc. 25 mm.
B-134
CHAPTER No. B-12
FINISHING WORK
NOTE :
1
2
3
Description Unit Rate (Rs.)
LIME PLASTER
12.1
12.1.1 25 mm thick in three coats. Sqm 78.00
12.1.2 20 mm thick in two coat. Sqm 64.00
12.1.3 12 mm thick in one coat. Sqm 47.00
12.2
12.2.1 25 mm thick in three coats. Sqm 73.00
12.2.2 20 mm thick in two coat. Sqm 64.00
The rates for complete work including racking of joints, curing, grinding, mixing and finishing T & P and scaffolding material and cost of material with all lead and lift upto 3 floor levels.
The rates cover protection of all places and things, requiring protection and cleaning such places and thing of all droppings and splashes of mortar etc.
Deduct 10% of the cost of lime mortar if gharat or mortar mill is not used for grinding.
Chapter Code No
Lime plaster on new surface on walls with lime surkhi mortar 1:2 (1-lime putty :2-surkhi) including raking of joints, curing etc. complete :
Lime plaster on new surface on walls with lime sand mortar 1:2 (1-lime putty :2-sand) including raking of joints, curing etc. complete :
12.2.3 12 mm thick in one coat. Sqm 47.00
B-135
Description Unit Rate (Rs.)
12.3
12.3.1 25 mm thick in three coats. Sqm 78.00
12.3.2 20 mm thick in two coat. Sqm 62.00
12.3.3 12 mm thick in one coat. Sqm 47.00
12.4
Sqm 125.00
12.5 Add extra if colour is used. Sqm 5.00
12.6
Sqm 66.00
12.6 (A)
(a) 25mm x 12mm. Mtr. 25.00
(b) 35mm x 12mm. Mtr. 31.00
12.6. (B)
(a) 50mm x50mm. Mtr. 42.00
(b) 65mm x65mm. Mtr. 49.00
(c) 75mm x 75mm. Mtr. 59.00
Chapter Code No
Lime plaster on new surface on walls with lime sand, surkhi mortar 1:1:1 (1-lime putty :1-sand:1-surkhi) including raking of joints, curing etc. complete :
Araish plaster (1-lime putty :2-Jhingra) over lime plaster or plain back ground.
Applying plaster of Paris over cement plaster surface for making even surface.
Providing & Laying POP moulding & beading in ceiling including nailing & scaffolding etc. complete of size :
Providing & Laying POP Cornice of required design & pattern in ceiling including nailing & scaffolding etc. complete with fine finishing of size :
B-136
Description Unit Rate (Rs.)
CEMENT PLASTER
12.7
12.7.1 25 mm thick. Sqm 104.00
12.7.2 20 mm thick. Sqm 78.00
12.7.3 12 mm thick. Sqm 60.00
12.8
12.8.1 25 mm thick. Sqm 98.00
12.8.2 20 mm thick. Sqm 79.00
12.8.3 12 mm thick. Sqm 55.00
12.9
12.9.1 25 mm thick. Sqm 82.00
12.9.2 20 mm thick. Sqm 63.00
12.9.3 12 mm thick. Sqm 48.00
12.10
12.10.1 25 mm thick. Sqm 74.00
12.10.2 20 mm thick. Sqm 56.00
12.10.3 12 mm thick. Sqm 45.00
Chapter Code No
Plaster on new surface on wall in cement sand mortar 1:3 including raking of joints etc. complete fine finish :
Plaster on new surface on walls in cement sand mortar 1:4 including raking of joints etc. complete fine finish:
Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finished:
Plaster on new surface on walls in cement sand mortar 1:8 including racking of joint etc. complete fine finished:
12.11
12.11.1 25 mm thick. Sqm 108.00
12.11.2 20 mm thick. Sqm 91.00
12.11.3 12 mm thick. Sqm 48.00
B-137
Description Unit Rate (Rs.)
12.12
12.12.1 25 mm thick. Sqm 95.00
12.12.2 20 mm thick. Sqm 84.00
12.12.3 12 mm thick. Sqm 48.00
12.13
Kg. 26.00
12.14
Sqm 7.00
12.15 Finishing with neat cement (Punning). Sqm 14.00
12.16
Sqm 19.00
12.17Sqm 2.50
12.18
Sqm 20%
16.4
Cement lime plaster on new surface on wall in Cement : Lime Putty : sand mortar 1:1:6 including raking of joints etc. complete.
Chapter Code No
Cement lime plaster on new surface on wall in cement: Lime Putty : sand mortar 1:2:9 including raking of joints etc. complete fine finish:
Add extra over item No. 12.7 to 12.10 for water proofing compound if used @ 2 % of the cement by weight.
Add extra over item No. 12.1 to 12.12 for repair to plaster including cutting the patch in a uniform shape, racking preparing surface of wall, complete in all respect.
Fine finishing cost of cement plaster sandal with cement, marble power (Passing through IS sieve 10) and lime mix 1:1:6 as per specification upto 4mm thick.
Deduct over item No.12.7 to 12.12 if sandla is to be done on top surface.
Add extra item No. 12.1 to 12.12 for plaster done over ceiling.
12.19
Sqm 25%
12.20Mtr. 3.00
12.21
Sqm 14.00
12.22
Sqm 60.00
B-138
Description Unit Rate (Rs.)
12.23
Sqm 80.00
MISCELLANEOUS
12.24
Sqm 214.00
12.25
Sqm 290.00
12.26
Sqm 90.00
12.27Sqm 12.00
12.28
Sqm 57.00
Add extra item No. 12.1 to 12.12 for plaster over spherical or groin ceiling.
Making grooves as per design in plaster 10mm to 20mm wide.
Making lining out on plaster to imitate stone or concrete blocks walling.
6mm cement plaster to ceiling of mix 1:3 (1 Cement : 3 fine sand)
Chapter Code No
6mm cement plaster 1:3 (1 Cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of lime wash on top of walls when dry for bearing of RCC slabs and beams.
Ornamental lime plaster in lime surkhi mortar 1:2 making Kangooras etc. as per Jaipur practice.
Ornamental cement plaster in cement sand mortar 1:4, making Kangooras etc. as epr Jaipur practice.
Making gola below Kangooras in cement sand mortar 1:3 as per approved design.
Mud plaster with cow dung finishing on old surface.
20 mm to 25 mm thick Non-erodable and water proof mud plaster using 1.8 Kg. of Wheat straw (Bhusa) and 1.8 Kg. of cut back per Cubic feet of mud over thatched roof including scaling of Cracks etc. complete in all respect.
12.29
Sqm 10%
12.30
Sqm 10%
12.31
12.31.1 Flush band. Sqm 39.00
B-139
Description Unit Rate (Rs.)
12.31.2 Sunk band. Sqm 48.00
12.31.3 Moulded band. Sqm 62.00
ROUGH CAST PLASTER
12.32
12.32.1
(a) Ordinary cement finish using ordinary cement. Sqm 128.00
(b)
Sqm 158.00
(c)
Sqm 206.00
Add extra over item No. 12.1 to 12.12 for plaster work on exterior wall of height more than 4.5M. from plinth level of every additional height of 4.5 Mtr. or part thereof.
Add extra for plastering on circular work not exceeding 6 Mtr. in radius.
Add extra for plaster work for providing 12 mm thick band upto 30 Cm. wide in cement sand mortar 1:4 :
Chapter Code No
Rough cast plaster with a mixture of sand and gravel or crushed stone 2.36 mm to 12.5 mm nominal size dashed over and including the fresh plaster in two layer, under layers of 12 mm thick cement plaster and top layer 10 mm thick of CM 1:4 (1-Cement:4-sand) mixed with 10 % finally grounded hydrated lime by volume of cement :
Under layer of 12 mm thick cement plaster done in cement sand mortar 1:4 (1-Cement:4-sand).
Dark coloured finish using ordinary cement and required pigments.
Light coloured finish using white cement and required pigments.
12.32.2
(a) Ordinary cement finish using ordinary cement. Sqm 136.00
(b)
Sqm 162.00
(c)
Sqm 210.00
12.33
Sqm 19.00
B-140
Description Unit Rate (Rs.)
SUPERIOR PLASTER
12.34
12.34.1 Roller Finish Sqm 110.00
12.34.2 Trowel Finish (1 to 1.5mm thick) Sqm 175.00
12.34.3 Gannular Finishing Sqm 155.00
12.34.4 Grit Textured @ 2.5 to 3.0mm thick Sqm 275.00
12.34.5Sqm 80.00
12.34.6Sqm 115.00
12.34.7Sqm 200.00
12.34.8Sqm 230.00
Using layer of 12 mm thick cement plaster done in cement sand mortar 1:3 (1-Cement:3-sand)
Dark coloured finish using ordinary cement and required pigments.
Light coloured finish using white cement and required pigments.
Add extra over item No.12.32 for plaster with a mixture of washed pebbles of crushed stone 5mm to 12.5mm nominal size instead of gravel or crushed stone etc.
Chapter Code No
Decorative plaster work with spectrum textured coating as per approved colour and shade complete as per manufactures specifications.
PERKY TEXTURED (Brush Finish) av. Thickness 152 to 200 microns.
PERKY FINE TEXTURED (Roller Finish) av. Thickness 400 to 500 microns.
AMBROSIA TEXTURED (Spray Finish) av. Thickness 200 to 1000 microns
ORNATA TEXTURED (Trowel Finish) av. Thickness 1200 to 1500 microns
12.34.9Sqm 200.00
12.34.10Sqm 250.00
12.34.11Sqm 280.00
12.34.12Sqm 340.00
POINTING
12.35
12.35.1 Flush or ruled pointing. Sqm 15.00
B-141
Description Unit Rate (Rs.)
12.35.2 Sunk or weather struck pointing. Sqm 18.00
12.35.3 Raised and cut pointing. Sqm 17.00
12.35.4 Deep grooved pointing Sqm 20.00
12.35.5Sqm 6.00
12.36
12.36.1 Flush or ruled pointing. Sqm 25.00
12.36.2 Sunk or weather struck pointing Sqm 40.00
12.36.3 Raised and cut pointing. Sqm 49.00
12.36.4 Deep grooved pointing Sqm 44.00
12.37
12.37.1 Flush or ruled pointing. Sqm 24.00
WALJWELS TEXTURED (Trowel Finish) av. Thickness 1000 to 1500 microns
PADRON TEXTURED (Trowel Finish) av. Thickness 1500 to 2000 microns.
PLACTION TEXTURED (Trowel Finish) av. Thickness 1500 to 2000 microns.
FLAKES TEXTURED (Trowel Finish) av. Thickness 800 to 1000 microns.
Pointing on stone masonary in lime sand mortar 1:2 (1-lime putty:2-Sand) :
Chapter Code No
Add extra for using Kara mortar instead of lime sand mortar 1:2
Pointing on stone masonary in cement sand mortar 1:3 (1-Cement:3-Sand) :
Pointing on brick or tile masonary in lime sand mortar 1:2 (1-Lime putty:2-Sand) :
12.37.2 Sunk or weather struck pointing. Sqm 26.00
12.37.3 Raised and cut pointing Sqm 30.00
12.38
12.38.1 Flush or ruled pointing. Sqm 18.00
12.38.2 Sunk or weather struck pointing. Sqm 22.00
12.38.3 Raid and cut pointing Sqm 33.00
12.39
12.39.1 Flush pointing. Sqm 25.00
12.39.2 Raised pointing Sqm 34.00
B-142
Description Unit Rate (Rs.)
12.40
Sqm 10%
12.41
Sqm 6.50
12.42
Sqm 10%
12.43
Sqm 20%
Pointing on brick or title masonary in cement sand mortar 1:3 (1-Cement:3-Sand) :
Pointing on stone slab ceiling with cement mortar 1:3 (1-Cement:3-Sand) :
Chapter Code No
Add extra item No. 12.35 to 12.39 on exterior walls of height more than 4.5 m from plinth level for every additional height of 4.5m or part thereof.
Add extra for colour/ pigment of approved shade added in mortar for all type of pointing with lime/ cement on all type of masonry.
Deduct if curing not reqd. to be done by contractor and the same is to be done by department for plaster/ pointing
Deduct if plaster in not done in reqd. number of coats (deduction per coat)
12.43(a)
Sqm 64.00
WHITE WASHING COLOUR WASHING
12.44
12.44.1 New work (three or more coats) Sqm 4.30
12.44.2
Sqm 2.70
12.44.3
Sqm 1.60
12.45
Sqm 2.80
B-143
Description Unit Rate (Rs.)
12.46
12.46.1 New work (three or more coats). Sqm 4.00
12.46.2
Sqm 2.50
12.46.3
Sqm 1.50
12.47
Deep groove pointing on stone masonry in white cement sand mortar (1:3) with colour pigment of approved shade for all type of masonry incl. racking of joint as per specification complete in all respect.
White washing with lime to give an even shade including all scaffolding:
Old work (two or more coats) including scrapping old surface and repairing with whiting wherever necessary.
Old work (One or more coats) including scrapping old surface and repairing with putty where ever necessary.
Lime wash on wall one coat (of more coats) including scrapping old surface and repairing with whiting wherever necessary.
Chapter Code No
White washing with whiting to give an even shade including all scaffolding :
Old work (two or more coats) including scrapping old surface and repairing wherever necessary.
Old work (one or more coats) including scrapping old surface and repairing wherever necessary.
Colour washing of all shades to give an even shade including all scaffolding.
12.47.1Sqm 5.40
12.47.2
Sqm 5.80
12.47.3
Sqm 3.60
12.47.4
Sqm 3.10
12.47.5
Sqm 2.00
12.47.6
Sqm 2.10
12.48
Sqm 2.00
B-144
Description Unit Rate (Rs.)
DISTEMPER
12.49
Sqm 15.00
12.50
12.50.1 Colour change. Sqm 8.25
New work (two or more coats) with a base coat of white washing with lime.
New work (two or more coats) with a base coat of whiting.
Old work (one or more coats) with whiting with a base coat of white washing including scrapping old surface.
Old work (two or more coats) with whiting with a base coat of white washing including scrapping surface.
Old work (one or more coats) with lime including scrapping surface.
Old work (two or more coats) with whiting including scrapping surface.
Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches by sandla/loi. (only for colour changing only).
Chapter Code No
Distempering with dry distemper of approved brand and shade (two or more coats) and of required shade on new work, over and including, priming coat of whiting to give an even shade including all scaffolding.
Distempering with dry distemper of approved brand and manufacture shade on old work to give an even shade including all scaffolding and scrapping and necessary repairs complete.
12.50.2 Same colour Sqm 6.00
12.51
12.51.1
Sqm 32.00
12.51.2
12.51.2.1 Colour change Sqm 11.00
12.51.2.2 Same colour Sqm 7.00
12.52
12.52.1 Cement primer (on new suface). Sqm 11.00
B-145
Description Unit Rate (Rs.)
CEMENT PAINT
12.53
12.53.1 New work (Three or more coats). Sqm 35.00
12.53.2 Old work (One or more coats). Sqm 16.00
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including all scaffolding:
New work (two or more coats) over and including scrapping and priming coat with cement primer.
Old work (one or more coats) including scrapping surface and necessary repairs.
Applying one coat of primer of approved brand and manufacture on wall surface including all scaffolding, (new surface) :
Chapter Code No
Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding:
12.54
Sqm 2.45
PAINTING AND VARNISHING
Note :
12.55 Applying priming coat:
12.55.1
Sqm 13.00
12.55.2
Sqm 12.00
12.55.3
Sqm 8.00
12.56
12.56.1 New steel work (two or more coats). Sqm 17.00
12.56.2 New wood work (two or more coats). Sqm 18.25
B-146
Description Unit Rate (Rs.)
12.56.3 Old steel work (One or more coats). Sqm 11.00
12.56.4 Old wood work (One or more coats). Sqm 11.00
12.57
Sqm 15.00
Removing dry or oil bound distemper by scrapping sand papering and preparing surface smooth including necessary repairs to scratches by sandal/loi and all scaffolding (for colour changing only).
The rates are for approved quality make paints confirming to I.S. 127-106, 341 and 340.
With ready mix pink or gray primer of approved brand and manufacture on wood work hard and soft wood.
With ready mix Aluminium primer of approved brand and manufacture on resinous wood and plywood.
With ready mix Zink Chromate Yellow primer of approved brand and manufacture on steel galvanized Iron/Steel wire.
Painting with ready mix paint of approved brand and manufacture in all shades to give an even shade :
Chapter Code No
Painting one thin coat with white lead of approved brand and manufacture on wet or patchy portion of plastered surface.
12.58
12.58.1 New work (two or more coats). Sqm 16.00
12.58.2 Sqm 11.00
12.59
12.59.1 50 mm dia. pipes. Mtr. 6.00
12.59.2 75 mm dia. pipes. Mtr. 8.00
12.59.3 100 mm dia. pipes. Mtr. 11.00
12.59.4 150 mm dia. pipes. Mtr. 16.00
12.60
12.60.1 50 mm dia. pipes. Mtr. 3.00
12.60.2 75 mm dia. pipes. Mtr. 4.00
12.60.3 100 mm dia. pipes. Mtr. 6.00
12.60.4 150 mm dia. pipes. Mtr. 8.00
B-147
Description Unit Rate (Rs.)
12.61
12.61.1 50 mm dia. pipes. Mtr. 7.00
Painting on G.I. sheet with ready mixed paint of approved brand and anufacture to give an even shade:
Old work (One or more coats) white grey and green shade.
Painting (two or more coats) on rain water soil, waste and vent pipes and fitting with black anticorrosive bitumastic paint of approved brand and manufacture over and including a priming coat of ready mixed zine thromate yellow primer on new work.
Painting (one or more coats) on rain water soil, waste and vent pipes and fitting with black anticorrosive bitumastic paint of approved brand and manufacture on old work:
Chapter Code No
Painting (two or more coats) on rain water soil, waste and vent pipes and fitting with Aluminium paint of approved brand and manufacture over a priming coat of ready mixed zinc chromate yellow primer on new work:
12.61.2 75 mm dia. pipes. Mtr. 10.00
12.61.3 100 mm dia. pipes. Mtr. 15.00
12.61.4 150 mm dia. pipes. Mtr. 23.00
12.62
12.62.1 50 mm dia. pipes. Mtr. 2.25
12.62.2 75 mm dia. pipes. Mtr. 3.50
12.62.3 100 mm dia. pipes. Mtr. 4.50
12.62.4 150 mm dia. pipes. Mtr. 10.00
12.63
12.63.1 New work (Two or more coats). Sqm 11.00
12.63.2 Old work (One or more coats). Sqm 9.00
12.64
Sqm 16.00
12.65
Sqm 8.00
B-148
Description Unit Rate (Rs.)
12.66
Painting (one or more coats) on rain water soil waste and vent pipes and fitting with Aluminium paint of approved brand and manufacture on old work:
Painting with oil type wood preservative of approved brand and manufacture:
Coal-tarring coats on new work using 0.16 and 0.12 litres of coal tar per Sqm. in the first and second coat respectively.
Coal-tarring one coat on old work using 0.12 litre of coal tar per Sqm.
Chapter Code No
Sspray painting with flat wall paint of approved brand and manufacture to give an even shade:
12.66.1
Sqm 46.00
12.66.2
Sqm 45.00
12.66.3 On old work (One or more coats). Sqm 20.00
12.67
12.67.1
Sqm 41.00
12.67.2 One or more coats on old work. Sqm 26.00
12.68
12.68.1 Two or more coats on new work. Sqm 27.00
12.68.2 One or more coats on old work. Sqm 17.00
12.69
12.69.1 Two or more coats on new work. Sqm 30.00
12.69.2 One or more coats on old work. Sqm 19.00
12.70
12.70.1 Two or more coats on new work. Sqm 23.00
12.70.2 One or more coats on old work. Sqm 15.00
B-149
Description Unit Rate (Rs.)
Two or more coats on new work including priming coat of distemper primer of approved brand and manufacture.
Two or more coats on new work including priming coat of cement primer of approved brand and manufacture.
Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade:
Two or more coats on new work including preparation of base with primer, putty, lippy complete in all respect.
Painting with enamel paint of approved brand and manufacture to give an even shade:
Painting with Aluminium paint of approved brand and manufacture to give an even shade:
Painting with acid proof paint of approved brand and manufacture of required colour to give an even shade:
Chapter Code No
12.71
12.71.1 Two or more coats on new work. Sqm 21.00
12.71.2 One or more coats on old work. Sqm 14.00
12.72
12.72.1 Area not exceeding 0.1 Sqm. Each 5.00
12.72.2 Upto 15 Cm. in width or in girth. Each 4.00
12.73
12.73.1
Sqm 18.00
12.73.2
Sqm 20.00
12.73.3 One or more coats with copal varnish Sqm 16.00
12.73.4
Sqm 25.00
12.73.5 One or more coats with spray varnish. Sqm 13.00
12.74 French sprit polishing:
12.74.1Sqm 75.00
12.74.2 One or more coats on old work. Sqm 40.00
B-150
Painting with black anti/corrosive bitumastic paint of approved brand and manufacture to give an even shade:
Painting small articles of painted surface and not in conjunction with similar painted work paint of approved brand and manufacture and or required quality and shade to give an even shade:
Varnishing with varnish of approved brand and manufacture:
Two or more coat glue sizing with copal varnish over an under coat of flatting varnish
Two or more coat transparent wood filler copal varnish over an under coat of flating varnish.
Two or more coats transparent wood filler with spray varnish over an under coat of flatting varnish.
Two or more coats on new work including a coat of wood filler.
Description Unit Rate (Rs.)
12.75 Oiling with linseed oil :
12.75.1 Two or more coats on new work. Sqm 13.00
12.75.2 One or more coats on old work. Sqm 9.00
12.75.3 One or more coats on picture or curtain rail. Sqm 9.00
12.76
12.76.1
Sqm 29.00
12.76.2Sqm 15.00
12.77
12.77.1 New work Sqm 25.00
12.77.2 Old work. Sqm 16.00
12.78
1.00
12.79
0.50
12.80
Sqm 13.00
12.81
Each 61.00
Chapter Code No
Bees waxing on wood work with local made wax polish:
New work in proportion 2:15:1:0.50 (2-bees wax:1.5-linseed oil:1-turpentine oil :0.50-varnish by weight).
Old work in proportion 4:3:2:1 ( 4 bess was : 3 linsed oil : 2 turpentine oil : 1 varnish by weight).
Polish on wood work with ready made wax polish of approved brand and manufacture:
Lettering with black Japan paint of approved brand and manufacture. letter per
CM height
Re-lettering with black Japan paint of approved brand and manufacture. letter per
CM height
Painting (One or more coats) with black Japan paint of approved brand and manufacture to give and even shades.
Painting fire places and iron grating with paint of approved brand and manufacture upto area 5 Sqm.
B-151
Description Unit Rate (Rs.)
12.82
12.82.1 On new surfaces (3 coats). Sqm 42.00
12.82.2 On old surface (2 coats). Sqm 25.00
12.83
Sqm 60.00
12.84
12.84.1 On new surface. Sqm 51.00
12.84.2 On old surface. Sqm 30.00
DUCO PAINTING
12.85
12.85.1 On wood work. Sqm 113.00
12.85.2 On steel wrok Sqm 160.00
12.86
Chapter Code No
Pink colour wash with Khameera mixed with pigment including making gola, gardana, Kangooras and ornamental lining work as per approved Jaipur style and pattern, complete in all respects:
Painting two coats of anti-termite paint on wooden surface by using chemical emulsion manufactured as per IS:10013 (Part-III)-1989 and to be applied as per manufacture's specifications.
Finishing wall with Vinyl satin finish coating paints of approved shade with two or more coats including sand – papering, priming coat, making surface with putty or plaster of Paris etc. complete in all respects:
Painting on new surface with duco paint (IC or equivalent) to give an even shade (minimum 4 coats) with preparation of surface by rubbing, primer coats, duco filler putty including polishing etc. complete:
Painting on old surface with duco paint (ICI or equivalent) to give an even shade (Minimum 4 coats) with preparation of surface by rubbing, primer coats, duco filler putty including polishing etc. complete:
12.86.1 On wood work. Sqm 52.00
12.86.2 On steel work Sqm 70.00
B-152
Description Unit Rate (Rs.)
12.87
Sqm 369.00
12.88
Sqm 49.00
12.89
Sqm 37.00
12.90
Sqm 83.00
Chapter Code No
Providing and laying Melamine Polish of two or more coats to give on even shade on wood work with superior grade.
Painting with weather coat paint (Asin paint/ I.C.I./Berger or eq. ISI make paint) two or more coat to give an even shade on new work.
Painting with weather coat paint (Asin paint/ I.C.I./Berger or eq. ISI make paint) two or more coat to give an even shade on old work.
White cement tuck or raised pointing 1:3 on ashlar work including racking of of joints scaffolding curing etc. complete with colour pigment of approved shade in mortar etc. as per P.WD. Specification.
B-153
CHAPTER No. B-13
REPAIR OF BUILDINGS WORK
Description Unit Rate (Rs.)
13.1
Sqm 110.00
13.2
13.2.1 Lime surkhi/sand mortar 1:2. Sqm 134.00
13.2.2 Cement Sand Mortar 1:6. Sqm 137.00
13.3
Sqm 74.00
13.4
Sqm 84.00
13.5
Mtr. 18.00
13.6
Mtr. 4.00
13.7
Mtr. 20.00
13.8
Mtr. 32.00
13.9 Scraping old surface and redoing lime loi or sandla.
Sqm 21.00
Chapter Code No
Repair to stone masonary in cement sand mortar 1:6 with old and new stone.
Taking out decayed bricks from wall and replacing with new ones set in :
Repair to lime plaster in patches including removal of old plaster in regular shape and white or colour washing.
Repair to cement plaster in cement mortar 1:6 (1-Cement:6-fine sand) including removal of old plaster in regular shape and white or colour washing.
Filling expansion joint with bitumen filler in plain or Reinforced cement concrete 25 mm width & 25 mm deep.
Crack filling in masaladar lime cement with water proofing compound including jhiri.
Cutting jhiri (recess) below 75mmx75mm in wall etc. and making good.
Cutting jhiri above 75mmx75mm and below 150x150 mm etc. and making good.
B-154
Description Unit Rate (Rs.)
13.10
13.10.1 Proofing upto 25 mm thickness. Sqm 77.00
13.10.2 Proofing above 25 mm & upto 60 mm thickness. Sqm 137.00
13.11
13.11.1 Proofing upto 25 mm thickness. Sqm 117.00
13.11.2 Proofing above 25 mm & upto 60 mm thickness. Sqm 195.00
13.12
Sqm 133.00
13.13
Sqm 0.70
13.14
Sqm 72.00
13.15
Sqm 164.00
Chapter Code No
Lime plaster 1:2 under old stone slab with admixture of gugal gur etc. in three coats including dressing cutting of joints of slab complete.
Cement plastyer 1:3 under old stone slabs with admixture (gur,nails,binding wire to mesh and scraping scales & dressing joints of slabs complete.
Patch repair to cement concrete floor including digging out old floor in regular shape and removal of rubbish curing etc. complete in all respects.
Washing floor with soda, soap or other cleaning material.
Removal and refixing stone chhajja 50 to 75 mm thick including finishing, complete in all respects.
Making opening in masonary wall including dismantling, fixing lintel/beam and making good the damages to wall and floor complete to match the existing surface including propping the existing structure above the opening excluding cost of lintel/beam etc.
13.16
Sqm 66.00
B-155
Description Unit Rate (Rs.)
13.17
13.17.1 4 mm thick plain glass panes. Sqm 365.00
13.17.2 5.5 mm thick plain glass panes. Sqm 423.00
13.18
13.18.1 4 mm thick plain glass panes. Sqm 449.00
13.18.2 5.5 mm thick plain glass panes. Sqm 340.00
13.19
13.19.1 4mm thick plain glass panes. Sqm 400.00
13.19.2 5.5mm thick plain glass panes. Sqm 450.00
13.20 Refixing old glass panes with putty and nails. Sqm 73.00
13.21Sqm 53.00
13.22
13.22.1 In existing roof. Each 67.00
13.22.2 In new roof. Each 48.00
Add extra item No. 13.15 for fixing of door/window frames (Chowkhats or steel windows) in the opening including fixing hold fast in cement concrete 1:3:6 (1-Cement:3-coarse sand:6-stone gril 20 mm nominal grade) excluding the cost of frame or steel windows.
Chapter Code No
Renewing glass panes, with puty and nails wherever necessary:
Renewing glass panes with wooden fillets wherever necessary:
Renewing glass panes and refiling existing wooden fillets :
Fixing old glass panes with wooden fillets (Excluding cost of fillets).
Providing and fixing 16 mm M.S. Fan clamps of standard shape and size in R.C.C. slab / stone slab roofing including cutting chase and making good and painting exposed portion of the clamps complete:
13.23
Sqm 802.00
13.24 Cutting jhiri for fixing slab and making good. Mtr. 40.00
B-156
Description Unit Rate (Rs.)
13.25
Each 45.00
13.26
Each 68.00
13.27 Punching holes in flat bars in :
13.27.1 Below 15 mm size. Each 2.00
13.27.2 Above 15 mm size. Each 4.00
13.28
Sqm 863.00
Replacing broken roofing slab in patches including lime terrace, ceiling plaster etc. including removal of broken slabs.
Chapter Code No
Providing and fixing 25 mm x 25 mm angle iron upto 450 mm long fixed in CM 1:3 including cutting holes in walls and ceiling making good the same complete as per design.
Makinhg holes in stone masonary wall upto 450 mm x 450 mm size and making good in CM 1:6.
Guniting damaged R.C.C. slab, beams and columns for strengthebning with cement sand mortar 1:2 (1-Cement:2-sand) including preparing the surface, making 'V' shaped joints, cleaning the reinforcement bars with jet of potable water and drying with compressed air, including cost of centering and shuttering and finishing to match the existing surface etc. complete, including provided M.S. welded mesh to gauge 25 mm x 25 mm framing with average thickness of 25 mm.
13.29
13.29.1 Depth upto 25 mm. Sqm 50.00
13.29.2 Depth 25 mm to 50 mm. Sqm 100.00
13.29.3 Depth 50 mm to 758 mm. Sqm 150.00
13.29.4 Depth 75 mm to 100 mm. Sqm 201.00
B-157
Description Unit Rate (Rs.)
13.30
13.30.1 1 Course (60 No. Carborundumn stone). Sqm 30.00
13.30.2 1 Course (80 No. Carborundumn stone). Sqm 12.00
13.30.3 1 Course (120 No. Carborundumn stone). Sqm 6.00
13.30.4
Sqm 14.00
13.31
Each 55.00
13.32
Each 220.00
Chopping loose and cracked concrete to required depth, cleaning the exposed surface of steel and concrete with wire brush and sand blasting, clening with a jet of water / air as necessary and getting it dried with compressed air including all scaffolding:
Chapter Code No
Grinding by (60/80/120/360) including ciost of polishing complete:
1 Course (360 No. Carborundumn stone) and polishing complete.
Add extra for mirror polishing on marble work/stone work where ever required to give high gloss finish complete.
Labour charges for repair of wooden double leaf door including cutting old damaged wood, panel, chieselling and refixing including screws etc. complete in all respect as per direction of Engineer incharge. Excluding cost of material.
B-158
CHAPTER No. B-14
DISMANTLING AND DEMOLISHING WORK
Description Unit Rate (Rs.)
14.1Cum 83.00
14.2
14.2.1 1:3:6 or richer mix. Cum 244.00
14.2.2 1:4:8 or leaner mix. Cum 148.00
14.3
Cum 363.00
14.4
Cum 319.00
14.5
Sqm 120.00
14.5Qtl. 100.00
14.7
14.7.1 In Mud mortar. Cum 75.00
14.7.2 In Lime mortar. Cum 120.00
14.7.3 In Cement mortar. Cum 200.00
Chapter Code No
Demolishing lime concrete and disposal of material within 50 meter lead.
Demolishing cement concrete including disposal of material within 50 meter lead :
Demolishing of R.C.C. work including stacking of steel bars and disposal of unserviceab le material within 50 meters lead.
Demolishing of R.B. work including stcking of steel bars and disposal of unserviceable material within 50 meters lead.
Extra for cutting reinforcement bars in R.C.C. or R.B. work (payment shall be made on the cross sectional area of RCC or RB works.).
Extra for scraping, cleaning & straighting reinforcement bars from RCC or RB work
Demolishing brick work including stacking of serviceable material and disposal of unserviceable material within 50 meters lead.
14.8
B-159
Description Unit Rate (Rs.)
14.8.1 From bricks work in mud mortar. 1000 Nos. 826.00
14.8.2 From brick work in lime mortar. 1000 Nos. 1012.00
14.8.3 From brick work in Cement mortar. 1000 Nos. 1302.00
14.9
14.9.1 In lime mortar. Cum 113.00
14.9.2 In Cement mortar. Cum 239.00
14.10
14.10.1 In lime mortar. Cum 143.00
14.10.2 In Cement mortar. Cum 280.00
14.11
14.11.1 In lime mortar. Cum 50.00
14.11.2 In Cement mortar. Cum 73.00
14.12
14.12.1 Of area 3 square meter and below. Each 48.00
14.12.2 Of area exceeding 3 square meter. Each 65.00
Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 meters (stacks of cleaned bricks ahall be measured):
Chapter Code No
Dismantling stone rubble masonry including stacking of serviceable material and disposal of unserviceable material within 50 meters lead.
Dismantling dressed stone work, marble work, ashlar face stone work or precast concrete work including stacking serviceable material and disposal of unserviceable material within 50 metres lead.
Removing mortar from stones and cleaning stones and concrete articles including stacking (net quantity of stacks of cleaned materials will be measured).
Dismantling doors, windows and clearstory windows steel or wood shutter including chowkhats and holdfasts etc. complete and stacking within 50 meters lead :
14.13
14.13.1 Of area 3 Square meter and below. Each 16.00
14.13.2 Of area exceeding 3 square meter. Each 21.00B-160
Description Unit Rate (Rs.)
14.14
14.14.1 Of sectional area 40 Sq.Cm. and above. Cum 509.00
14.14.2 Of sectional area below 40 Sq.Cm. Mtr. 2.00
14.15
14.15.1 of sectional area 40 Sq.Cm. and above.71.00
14.15.2 of sectional area below 40 Sq.Cm.0.20
14.16
14.16.1 of sectional area 40 Sq.Cm. and above.100.00
14.16.2 of sectional area below 40 Sq.Cm.0.40
14.17
14.17.1 R.S.joists. Qtl. 36.00
14.17.2 Channels, angles, tees & flats. Qtl. 25.00
Taking out doors, windows and clearstory windows shutters (steel or wood) including stacking within 50 meter lead :
Chapter Code No
Dismantling wood work in frames, trusses, purlins and rafters up to 10 meter span and 5 m height including, levelling stacking the material within 50 m lead :
Add extra over item No. 14.14 for dismantling trusses rafters purlins etc. of wood work for every additional span of one meter or part thereof beyond 10 Mtr.
cum./mtr span
cum./mtr span
Add extra item No. 14.14 for dismantling trusses rafters purlins etc. of wood work for every additional height of one meter or part thetre of beyond 5 Mtr.
cum./mtr span
mtr./mtr span
Dismantling steel work in single sections including dismembering and stacking within 50 meters lead in :
14.18
Qtl. 62.00
14.19
Qtl. 40.00B-161
Description Unit Rate (Rs.)
14.20
Qtl./mtr wt. 9.00
14.21
Qtl./mtr wt. 9.00
14.22Qtl. 67.00
14.23
14.23.1 For thickness of tiles 10 mm to 25 mm. Sqm 9.00
14.23.2 For thickness of tiles 25 mm to 40 mm. Sqm 16.00
14.24
Cum 119.00
14.25
Sqm 15.00
Disnantling steel work in built up sections in angles, tees, flats, and channels etc. including dismembering and stacking within 50 meters lead.
Dismantling steel work in built up sections without dismembering including stacking within 50 meters lead.
Chapter Code No
Add extra item No. 14.18 and 14.19 for dismantling trusses rafters purlins etc. of steel work for every additional span of one meter or part there of beyond 10 Mtr.
Add extra item No. 14.18 and 14.19 for dismantling trusses rafters purlins etc. of steel work for every additional height of one meter or part there of beyond 5 Mtr.:
Extra for making of structural steel work required to be re-erected.
Dismantling tile work in floors and roofs laid in cement mortqr including stacking of serviceable material and disposal of unserviceable material within 50 meter lead :
Dismantling dry brick pitching in floors drains etc. including stacking of serviceable material and disposal of unserviceable material within 50 meters lead.
Dismantling brick tiles covering in terracing including stacking of serviceable material and disposal of unserviceable material within 50 meters lead.
14.26
Cum 84.00
14.27
Sqm 27.00
B-162
Description Unit Rate (Rs.)
14.28
14.28.1 G.I. Sheet. Sqm 19.00
14.28.2 Asbestos Sheet. Sqm 9.00
14.29
Cum 269.00
14.30
Sqm 25.00
14.31
Sqm 22.00
14.32
Sqm 6.00
14.33Mtr. 2.00
Demolishing mud phuska in terracing and disposal of unserviceable material within 50 meters lead.
Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 meters lead.
Chapter Code No
Dismantling roofing including ridges, hips, valleys and rafters etc. and stacking the within 50 meter lead of :
Dismantling stone slab roofing over wooden karries and battens (dismantling karries and battens to be paid for separately) including stacking of serviceable material and disposal of unserviceable material within 50 meter lead :
Dismantling Jack arch roofing and floors including stacking of serviceable material and disposal of unserviceable material within 50 meter lead.
Dismantling tiled roofing with battens boarding etc. complete including stacking of serviceable material and disposal of unserviceable material within 50 meter lead.
Dismantling thatch roofing including mats bamboos, jafries etc. complete including stacking of serviceable material and disposal of unserviceable material within 50 meter lead.
Dismantling wooden ballies in posts and struts including stacking within 50 meter lead.
14.34
14.34.1 T or Angle Iron posts. Each 6.00
14.34.2 RCC posts. Each 7.00
14.35
Each 2.00
B-163
Description Unit Rate (Rs.)
14.36
Qtl. 392.00
14.37
Sqm 7.00
14.38
Sqm 8.00
14.39
14.39.1 Up to 10mm thick. Sqm 7.00
14.39.2 Thickness above 10 mm up to 25mm. Sqm 9.00
14.39.3 Above 25 mm thick. Sqm 11.00
14.40
14.40.1 Thickness up to 40 mm. Sqm 15.00
14.40.2 Thickness 40 mm up to 75 mm. Sqm 20.20
Dismantling and stacking within 50 meter lead fencing post, struts, including earth work dismantling of concrete etc. in the case of :
Cutting ballies or wooden posts of fencing at the point of projection above the concrete at ground and stacking the same within 50meter lead.
Chapter Code No
Dismantling barbed wire or chain link fencing including bending making rolls and stacking within 50 meter lead.
Dismantling wooden trellis work excluding frames but including bending, making rolls and stacking within 50 meter lead.
Dismantling expanded metal or I.R.C. fabric with necessary battens and beading including stacking the serviceable material within 50 meter lead.
Dismantling wooden boards in lining of walls and partition excluding supporting members but including stacking within 50 meter lead :
Dismantling precast concrete or stone slabs in wall partitions etc. including stacking within 50 mtr. lead :
14.41
Sqm 6.50
14.42
14.42.1 Up to 80 mm dia pipe. Mtr. 3.70
14.42.2 100 mm dia pipe. Mtr. 4.10
14.42.3 150 mm dia pipe. Mtr. 4.30
B-164
Description Unit Rate (Rs.)
14.43
14.43.1 15 mm to 40 mm nominal bore. Mtr. 8.50
14.43.2 Above 40 mm nominal bore. Mtr. 11.70
14.44
14.44.1 Up to 150 mm dia. Mtr. 35.80
14.44.2 Above 150 mm dia up to 300 mm dia. Mtr. 57.00
14.44.3 Above 300 mm dia. Mtr. 85.00
14.45
14.45.1 Up to 600 mm dia. Mtr. 85.00
Dismantling cement, asbestos, celotex or other hard board ceiling or partition walls including stacking of serviceable material and disposal of unserviceable material within 50 meter lead.
Dismantling C.I. or asbestos rain water pipe with fitting and clamps including stacking within 50 meter lead :
Chapter Code No
Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes and including stacking of pipes within 50 meter lead :
Dismantling C.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into block, including stacking of pipes lead at site within 50 meter of dia:
Dismantling steel eylinder, R.C. pipes etc. including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes within a lead of 50 meter of dia:
14.45.2 Above 600 mm dia. Mtr. 220.00
14.46
14.46.1 Up to 150 mm dia. Mtr. 32.00
14.46.2 Above 150 mm dia. Mtr. 38.00
14.47
Each 74.00B-165
Description Unit Rate (Rs.)
14.48
Each 44.00
14.49
Each 509.00
14.50
Each 96.00
14.51
Each 138.00
Dismantling asbestos cement pressure pipes including excavation and refilling trenches after taking out the pipes, and stacking the same within a lead of 50 meter, of dia :
Taking out C.I. cover with frame from stone slab / RCC slab of inspection chambers of various sizes including dismantling of stone slab / RCC slab roofing and stacking of useful materials near the side and disposal of unserviceable materials within 50 meter lead.
Chapter Code No
Taking out C.I. cover with frame from stone slab / RCC slab of manholes of various sizes including dismantling of stone slab RCC slab roofing and stacking of useful materials near the site and disposal of unserviceable materials within 50 meter lead.
Dismantling of RCC spun vent. shaft including excavating the cement concrete pit completely, taking out the shaft, refilling the excavated gap stacking the useful material near the site and disposal of unserviceable materials within 50 meter lead.
Dismantling of gully chamber of various sizes including C.I. grating with frame including stacking of useful materials near the site and disposal of unserviceable material within 50 meter lead including refilling the gap.
Dismantling of flushing cistern of any size including stacking of useful material near the site and disposal of unserviceable material within 50 meter lead.
14.52
14.52.1 Up to 150 mm dia. Each 47.00
14.52.2 Above 150mm dia Each 150.00
14.53Each 100.00
14.54
Sqm 6.00
B-166
Description Unit Rate (Rs.)
14.55
14.55.1 Dry stone masonary. Cum 56.00
14.55.2 Stone masonary in mud. Cum 61.00
14.56
14.56.1 Lime concrete up to 15 Cm. thick. Sqm 16.00
14.56.2 Lime concrete up to 15 Cm. thick.(Foundation) Cum 94.00
14.56.3 Cement concrete flooring. Sqm 26.00
14.57
14.57.1 Lime terrace. Sqm 19.00
Dismantling of C.I. sluice valve including stacking of useful materials within a lead of 50 meter:
Dismantling of spindle fire hydrant incl. stacking of useful material with 50mtr lead
Dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster incl. disposal of rubbish to the dumping ground within 50mtr lead
Chapter Code No
Dismantling of masonary with care including stacking of serviceable material and disposal of unserviceable material with in 50 Mtr. lead for :
Desmantling of floring with car including stacking of servceable material and diposal of unserviceable material with in 50 Mtr. Lead for
Dismantling roofs with care including stacking of serviceable material and disposal of unserviceable material with in 50 Mtr. lead for :
14.57.2Sqm 202.00
14.58
14.58.1 Katla chajja Sqm 25.00
14.58.2 Marble shelves. Sqm 64.00
14.58.3 R.C.C. shelves. Sqm 54.00
14.58.4 Stone shelves. Sqm 54.00
14.58.5 R.C.C. Chajja Sqm 46.00
14.59Sqm 29.00
B-167
Description Unit Rate (Rs.)
14.60Sqm 12.00
14.61
Sqm 5.50
14.62
14.62.1 Rate in each Each 20%
14.62.2 Rate in sqm Sqm 20%
14.62.3 Rate in Cum Cum 20%
14.62.4 Rate in mtr. Mtr. 20%
14.62.5 Rate in Qtl Qtl. 30%
Stone slab roofing complete with lime dhar and kharanja.
Dismantling chhajja and shelves with care including making jhiries and making good
Dismantling C.C. Jali including cost of making grooves in plaster and making good.
Chapter Code No
Dismantling marble dado, sides of pillars etc. with care.
Dismantling aluminium / gypsum partitions, doors, windows, fixed glazing and false ceiling incl. disposal of unserviceable material and stacking of serviceable material with in 50mtr lead as directed by Engineer in charge.
Add extra for all type of dismantling work for each subsequent storey or height more than 4.5 meter :
Note :
Cum 350.00
Recover cost of useful stone @ 2/3rd of masonary work dismentalled or actul quantity, whichever is more.
B-168
CHAPTER No. B-15
MISCELLANEOUS BUILDING ITEMS AND WATER PROOFING
Description Unit Rate
DAMP PROOF COURSE (DASA)
15.1
Sqm 80.00
15.2
15.2.1 30 mm thick. Sqm 113.00
15.2.2 50 mm thick. Sqm 154.00
15.2.3 75 mm thick. Sqm 219.00
15.2.4 100 mm thick. Sqm 267.00
15.3
Sqm 185.00
15.4
Sqm 193.00
15.5
Sqm 31.00
Chapter Code No
Providing and laying damp-proof course 25 mm thick with cement sand mortar 1:3 including two coats of hot blown bitumen (2 Kg. per Sqm) complete as per specification.
Providing and laying damp-proof course with cement concrete grade M-150 (1:2:4) mortar prepared with 1 % solution of water-proof compound) including two coats of hot blown bitumen (2 Kg. Per Sqm.) complete as per specification with glass strip 3 mm thick at a distance of 1 Meter interval :
Providing and laying horizontal damp proof course with Hessian base self-finished bitumen felt. type 3 grade 2 including hot applied Blown bitumen coating. 10 Cm. thick cement concrete filler complete as per specifications.
Providing and laying horizontal fibre base self-finished felt type 2 grade 3 including hot applied blow bitumen coating 10 Cm. sthick cement concrete filler complete as per specification.
Providing and laying premixed tar or bitumen damp-proof course 40 mm thick (excluding cost of bitumen).
B-169
Description Unit Rate
15.6
15.6.1 --50mm-- Sqm 116.00
15.8Sqm 14.00
15.9
Sqm 20.00
EXPANSION JOINT
15.10Rm. 110.00
15.11Rm. 73.00
WATER PROOFING TREATMENT
15.12
15.12.1Sqm 94.00
15.12.2 Bitumen felt (glass fibre base) type 2 grade-I Sqm 163.00
Chapter Code No
Providing & fixing precast cement concrete coping 1:2:4 mix 50 mm thick complete as per specification :
Deduct in item No. 15.2 & 15.3 if no glass strips are used.
Deduct in item No. 15.2 & 15.3 for not applying 2 coats of hot bitumen complete as per specifications.
Expansion joint raised type as per approved drawing
Expansion joint flush type as per approved drawing
Providing and laying four course water proofing treatment with bitumen felt over roofs cnsisting of first and third courses of blwon or / and residual bitumen applied hot @ 1.45kg per square meter of area for each course, second course of roofing felt type 3 grade-I (Hessian based self finished bitumen felt) manufactured by Bengal Bitumen, SPT Ltd Arcus LTd etc. and fourth and final course of stone grit 6mm and down size of pea sized gravel spread at 6cm per square meter incl. preparation of surface, but excl. grading, complete with confirming to IS : 1322 and 1345 with :
Bitumen felt (Hessain base) type 3 grade -I conforming to : 1322
B-170
Description Unit Rate
15.13
Sqm 229.00
5.14
Sqm 267.00
15.15
Sqm 263.00
Chapter Code No
Providing and laying six courses water proofing treatment with bitumen felt over roofs consisting of first, third and fifth courses of blown bitumen or / and residual bitumen applied hot @ 1.45, 1.20 and 1.45 Kg. per Sqm. of area respectively second and fourth courses of roofing felt type 3 grade – I conforming to IS : 1322 (Hessian based self finished bitumen felt) confirming to IS : 1322 manufactured by Bengal bitumen, SPT Ltd., Arcus Ltd., etc. and sixth and final course of stone grit 6mm and down size of pea sized gravel spread at 6 cubes diameter per square metre including preparation of surface but excluding grading complete.
Providing and laying six courses water proofing treatment with bitumen felt over roofs consisting of first, third and fifth courses of blown or / and residual bitumen applied hot at 1.45, 1.20 & 1.70 Kg. per Sqm. of area respectively second and fourth courses of roofing felt type 2 grade – I (fibre base self finished bitumen felt) and sixth and final course of stone grit 6 mm and down size or pea sized gravel spread at 8cu.dm per sqm. including preparation of surface excluding grading complete confirming to IS:1322 and 1346.
Providing and laying six courses water proofing treatment with bitumen felt over roofs consisting of first, third and fifth courses of blown or /and residual bitumen applied hot at 1.45, 1.20 and 1.70 kg. per sqm. Of area respectively second and fourth courses of roofing felt type 2 grade 2 (fibre base self finished bitumen felt) and sixth and final course of stone grit 6mm and down size of pea sized gravel spread at 8cu.dm per sqm. incl. preparation of surface excl. grading complete confirming to IS : 1322 and 1346.
15.16
Sqm 13.00B-171
Description Unit Rate
15.17Sqm 66.00
15.18
15.18.1 At 6dm3 per Sqm Sqm 4.60
15.18.2 At 8dm3 per Sqm Sqm 5.30
15.19 Grading roof water proofing treatment with :15.19.1
Cum 1156.00
15.19.2
Cum 2381.00
15.19.3 Cement Mortar 1:3 (1-Cemebnt:3-coarse sand).Cum 2243.00
15.19.4 Cement mortar 1:4 (1 Cement : 4 coarse sand) Cum 1925.00
15.20
Sqm 53.00
15.21Sqm 20.00
Supplying and applying bituminous solution primer on roofs and/or wall surface at 0.24 litre per sqm.
Chapter Code No
Supplying and laying under layer of bitumen saturated felt type-I
Deduct for omitting in water proofing treatment final course of spreading stone grit 6mm, and down size of pea sized gravel.
Lime concrete with 20mm nominal size brick aggregate and 50% lime mortar 1:2 (1 lime putty : 2 surkhi).
Cement concrete 1:2:4 (1-Cement:2-coarse sand :4-graded stone aggregate 20mm nominal size).
Providing and laying two coats of black rubberized water proof coating after cleaning the existing surface with wire brush, surface should be free from dust, loose particle, oil and grease etc. Apply 1st coat over surface or RCC/Stone slab/Lime terrace/and MS Tanks etc. and apply 2nd coat after drying completely 1st coat (drying period 8 hours) complete in all respects (as per manufacturer's specification).
Add extra over item No. 20., if 3rd coat is applied for highly affected surfaces.
15.22
Sqm 30.00
15.23
Sqm 24.00B-172
Description Unit Rate
15.24
Sqm 66.00
15.25
Sqm 87.00
15.26
Sqm 35.00
15.27
Sqm 5.00
Add extra over item No. 20., if white rubberised water proofing, is used in place of black as per manufacturer specification.
Add extra over item No. 22., if 3rd coat of white rubberised water proofer is applied for highly affected surfaces.
Chapter Code No
Providing and laing two coats of clear (colorless) water proofing coating of Silicon water repellent over brick/exposed stone masonary facing/Mosaic/stone tile roofing/Interior and exterior walls surface after cleaning with brush and apply with brush or spray gun in 2 coats complete (Also over treatment of crack seal caulking compound).
Providing and filling block rubberized joint filler in all visible cracks of masonry/ concrete / terrace concrete blcoks/ canal lining basement / AC / GI sheets roofs gutters down pipes after remvoing existing treatment and cleaning with wire brush and joint should be free frame dust, loose particle, oil and grease than filling joints with filler putty knife spatula or brook knife and let it dry for atleast 72 hours complete (as per manufacture specificaitons).
Add extra over item No.25, if white crack seal caulking compound used in place of black above over terrace/ RCC crack in vertical wals masonry/ plaster / expansion joints door frame joints around wash basin in fixed stone slab around bath tub glazed tile joints kitchen platform, but joints should not be more than 10mm depth and let it dry upto 48 hourse complete.
Providing and painting of Tank mastic anticorrosive paint two coats on steel and concrete Tanks pipes fluid concrete etc. with surface duly clean and free from moisture.
15.28
Sqm 13.00
B-173
Description Unit Rate
15.29
Sqm 250.00
R.C.C. FRAMES15.30
15.30.1 Size 75 x 50mm Mtr. 45.00
15.30.2 Size 75 x 75mm Mtr. 50.00
15.30.3 Size 100 x 75mm Mtr. 56.00
15.30.4 Size 125 x 75mm Mtr. 70.00
15.31Mtr. 10%
15.32Mtr. 20%
Note :
Providing and painting silver shield anticorrosive (aluminium finish) paint over bituminous water proofing on sloppy roofs, grills, poles, rolling shutters and protective treatment two coats complete.
Chapter Code No
Providing and laying bituminous mastic flooring as per IS :1195-1196 for stores public corridors, warehouses loading garrages workshops etc. 25mm thick
Providing and fixing in cement sand mortar 1:3 single/ double rebated R.C. Door window and ventilator frames (chowkhats) incl. 1% reinforcement as per design and concrete mix 1:2:4 cutting etc. complete incl. horns, and hold fasts :
Add extra for RC frames (Chowkhats) Curved in plan over item No.15.36.
Add extra for item No. 15.36 for finishing the exposed face with terrazo (Mosaic) finish.
CUT STONE DOOR AND WINDOW FRAME
The rates include fixing curing and finishing etc. complete for ground floor and basement structure.
15.33
15.33.1 Size 75x60mm. Mtr. 66.00
15.33.2 Size 75x75mm. Mtr. 60.00
15.33.3 Size 100x60mm. Mtr. 66.00
15.33.4 Size 100x75mm. Mtr. 73.00
15.33.5 Size 125x100mm. Mtr. 80.00B-174
Description Unit Rate
15.34
Kg. 125.00
15.35
15.35.1 Size 100 x 75mm. Mtr. 66.00
15.35.2 Size 125 x 75mm. Mtr. 74.00
15.35.3 Size 125 x 100mm. Mtr. 93.00
15.36
15.36.1 Size 125 x 100mm. Mtr. 90.00
15.36.2 Size 125 x 75mm. Mtr. 100.00
15.37Mtr. 10%
15.38 Labour charges for cutting on rebated (paitam) Mtr. 11.00
RAIN WATER SPOUT AND PIPES
Providing and fixing in cement sand mortar 1:4 single paitam (rebated) stone doors windows and ventilator frames of approved quarry :
Chapter Code No
Treatment of roof leakage by paste consists of waxes and chemicals as per manufactures as specification including cleaning of surface spreading the paste over the leaking surface etc. complete.
Providing and fixing in CM 1:4 double paitam (rebated) stone door window and ventilator frames of approved quarry :
Providing and fixing in CM 1:4 four paitam (rebated) stone door window and ventilator frames of approved quarry :
Add extra over item Nos. 15.30, 15.32 & 15.33 for frames curved in plan
Note :
15.39
15.39.1 75mm diameter. Mtr. 254.00
15.39.2 100mm diameter. Mtr. 284.00
15.39.3 150mm diameter. Mtr. 572.00
B-175
Description Unit Rate
15.40
15.40.1 75mm diameter. Mtr. 300.00
15.40.2 100mm diameter. Mtr. 411.00
15.40.3 150mm diameter. Mtr. 488.00
15.41
15.40.1 75mm diameter. Each 60.00
15.40.2 100mm diameter. Each 100.00
15.40.3 150mm diameter. Each 113.00
15.42
15.42.1 CI Plain Bend.a 75mm diameter. Each 168.00
All sthe rain water pipe and accessories should be confirming of the relevant to IS Codes.
Providing and fixing on wall face CI rain water pipes including filling the joint with spun yarn soaked in neat cement slurry and cement mortar 1:2 (1-Cement:2-fine san):
Chapter Code No
Providing and fixing embedding sand cast iron rain water pipes in the masonary surrounded with 12mm thick cement mortar of the same mix as that of masonary (lead caulking will be paid separately):
Providing and fixing MS holder bat clamps of approved design to CI or SCI rain water pipes embedded in and incl. cement concrete block 10 x 10 x10cm of 1:2:4 mix (1 Cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and cost of cuting holes and making good the walls etc.).
Providing and fixing on walls face CI accessories for rain water pipes incl. filling the joints with spun yarn soaked in neat cement slurry and cement mortar 1:2 (1 cement : 2 fine sand).
b 100mm diameter. Each 200.00
c 150mm diameter. Each 444.00
15.42.2 CI head flat or corner type bend.a 75mm diameter. Each 168.00
b 100mm diameter. Each 200.00
c 150mm diameter. Each 444.00
15.42.3 CI Plain shoes.a 75mm diameter. Each 168.00
b 100mm diameter. Each 200.00
c 150mm diameter. Each 444.00B-176
Description Unit Rate
15.42.4 CI branches (plain)a 75mm diameter Single Branch. Each 231.00
b 100mm diameter Single Branch. Each 300.00
c 150mm diameter Single Branch. Each 725.00
d 75mm diameter Double Branch. Each 331.00
e 100mm diameter Double Branch. Each 475.00
15.42.5 CI off set (plain)a 75mm dia 55mm projection Each 174.00
b 75mm dia 75mm projection Each 201.00
c 75mm dia 100mm projection Each 229.00
d 75mm dia 150mm projection Each 256.00
e 100mm dia 55mm projection Each 251.00
f 100mm dia 75mm projection Each 279.00
15.43
Chapter Code No
Add extra over item No. 15.42 for providing lead caulked joint to sand cast cant iron accessories for rain water pipes and fittings:
15.43.1 75mm dia pipe. Each 88.00
15.43.2 100mm dia pipe. Each 100.00
15.43.3 150mm dia pipe. Each 113.00
15.44
15.44.1 S.C.I. plain bend :(a) 75mm dia. Each 180.00
(b) 100mm dia. Each 213.00
(c) 150mm dia. Each 456.00B-177
Description Unit Rate
15.44.2 Sand Cast Iron plain shoes :(a) 75mm dia. Each 180.00
(b) 100mm dia. Each 213.00
(c) 150mm dia. Each 456.00
15.45
15.45.1 75mm dia. Mtr. 69.00
15.45.2 100mm dia. Mtr. 78.00
15.45.3 150mm dia. Mtr. 103.00
15.46
15.46.1 75mm dia. Each 14.00
15.46.2 100mm dia. Each 16.00
Providing, fixing and embedding sand cast iron accessories for rain water pipes in the masonary surrounded with 12mm thick cement mortar of the same mix as that of masonary (lead caulking will be paid separately):
Chapter Code No
Providing and fixing on wall face asbestos cement rain water pipe including jointing with spun yarn soaked in bitumen and cement mortar 1:2 (1-Cement:2-coarse sand) complete including M.S. clamp :
Providing and fixing for A.C. pipe on wall plug and standard holder bat clamps comprising of two semicircular valves of flat iron and cast iron base screwed on wooden plugs is not done:
15.46.3 150mm dia. Each 20.00
15.47
15.47.1 Bends of required degree :(a) 75 mm dia without door. Each 29.00
(b) 75mm dia with door. Each 36.00
(c) 100mm dia without door. Each 33.00
(d) 100mm dia with door. Each 44.00
(e) 150mm dia without door. Each 48.00
(f) 150mm dia with door. Each 71.00
B-178
Description Unit Rate
15.47.2 OFF SETS(a) 75mm dia meter
52.2 mm. Each 29.00
76.2mm. Each 30.00
114.3mm. Each 31.00
152.4mm. Each 33.00
228.6mm. Each 34.00
303.8mm. Each 35.00
457.2 mm. Each 36.00
(b) 100 mm dia meter.52.2mm. Each 43.00
76.2mm. Each 44.00
114.3mm. Each 45.00
Providing and fixing on wall face asbestos cement fitting for rain water pipes including jointing with spun yarn soaked in bitumen and cement mortar 1:2 (1-Cement:2-coarse sand):
Chapter Code No
152.4mm. Each 46.00
228.6mm. Each 48.00
303.8mm. Each 49.00
457.2mm. Each 50.00
(c) 150mm dia meter.52.2mm. Each 49.00
76.2mm. Each 50.00
114.3mm. Each 50.00
152.4mm. Each 51.00
228.6mm. Each 54.00
303.8mm. Each 55.00
457.2mm. Each 58.00
B-179
Description Unit Rate
15.47.3 TEES(a) 75mm without door. Each 31.00
(b) 75 mm with door. Each 43.00
(c) 100 mm without door. Each 43.00
(d) 100 mm with door. Each 48.00
(e) 150mm dia without door. Each 66.00
(f) 150mm with door. Each 74.00
15.47.4 SHOES(a) 75mm dia Each 20.00
(b) 100mm dia Each 24.00
(c) 150mm dia Each 31.00
15.47.5 SOCKET
Chapter Code No
(a) 75mm dia Each 13.00
(b) 100mm dia Each 125.00
(c) 150mm dia Each 19.00
15.48
20%
15.49
a)
B-180
Description Unit Rate
b)
c)
15.49.1 Using rough Kota Stone Sqm 560.00
15.49.2 Using rough red sand stone Sqm 511.00
Deduct in item No.15.45, 15.47 for using non ISI AC pipes/ accessoreis are used water proofing treatment
Providing and laying integral cement based treatment for water proofing or horizontal surface at all level as directed by Engineer in charge and consisting of:
1st layer of 20mm thick approved and specified rough stoen slab over a 25mm thick base of cement mortar 1:3 (1 Cement : 3 coarse sand) mixed with water proofing compound 'Impermo' of snowcen or equivalent conforming to IS :2645 in the recommended proportion. Joints sealed and grouted with cement slurry mixed with water proofing recommended proportion.
Chapter Code No
2nd layer of 25mm thick cement mortar 1:3 (1 Cemetn :3 coarse sand) mixed with water proofing compound in recommended proportions.
Finishing top with stone aggregate of 10mm to 12mm nominal size spreading @ 8 cudm/sqm throughly embeddedin the 2nd layer.
15.50
15.50.1 Using rough Kota stone. Sqm 665.00
15.50.2 Using rough red sand stone. Sqm 616.00
15.51
I)
B-181
Description Unit Rate
II)
III)
Providing and laying integral cement based treatment for water proofing on the vertical surface by fixing specified stone slab 20 mm thick with cement slurry mixed with water proofing compound 'Impermo' of Snowcem of equivalent conforming to IS: 2645 in recommended proportions with a gap of 20mm (minimum) between stone slabs and the receiving surfaces and filling the gaps with neat cement slurry mixed with water proofing compound and finishing the exterior of stone slab with cement mortar 1:4 (1-Cement:4-Coarse sand) 20mm thick with neat cement punning mixed with water proofing compound in recommended proportion complete at all levels and as direction by Engineer-in-charge.
Providing and laying water proofing treatment to vertical and horizontal surface of depressed portions of W.C. kitchen and the like consisting of.
1st course of applying cement slurry @ 4.4 Kg./sqm' mixed with water proofing compound 'Impermo' of Snowcem or equivalent conforming to IS : 2645 in recommended proportions.
Chapter Code No
IInd course of 20mm cement plaster 1:3 (1-Cement:3-coarse sand) mixed with water proofing compound in recommended proportion.
IIIrd course of applying blown or residual bitumen applied hot a 1.7 Kg. per sqm. of area.
IV)
Sqm 179.00
15.52
15.52.1 2mm (for corrugated roof sheets) Sqm 200.00
B-182
Description Unit Rate
Ivth course of 400 micron thick PVC sheet (Overlaps at joints of PVC sheet should be 100mm wide and pasted to each other with bitumen @ Kg/Sam.).
P&F APP (Atactic Polypropylene Polymer) modified free fabricated five layer 2mm thick water proofing membrance, black finished reinforced with glass fibre matt manufactured by Bitumat Company Ltd. Soprema or Tamkoj, consisting of a coat of bitumen primer for bitumen mebrance @ 0.40 Qtl/ sqm by the sub-membrance manufactured of density of 25 degree C, 0.87-0.89Kg/ ltr and viscosity 70-160 CPS over the primer coat the layer of membrance shall be laid using butancetorch also sealing all joints etc. and preparing the surface complete. The vital physically and chemical parameters of the mebrance shall be as under-
Joint strength in longitudinal and transverse direction at 23 degree C as 350/300 N/5cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150 Degree C. Cold flexibility shall be upto 2 C when tested in accordance with ASTM, D-5147 (The laying of mebrane shall be got done through the authorized applicator of the manufacture of membrane).
Chapter Code No
15.53
15.53.1 3mm thick Sqm 241.00
15.54
B-183
Description Unit Rate
P&F APP (Atactic Polypropylene Polymer) modified pre fabricated five layer 3mm thick water proofing membrance, black finished reinforced with glass fibre matt manufactured by Bitumat Company Ltd. Soprema General Memberance or Tamkoj, consisting of a coat of bitumen primer for bitumen mebrance @ 0.40 Qtl/ sqm by the same-membrance manufactured of density of 25 degree C, 0.87-0.89Kg/ ltr and viscosity 70-160 CPS over the primer coat the layer of membrance shall be laid using butancetorch also sealing all joints etc. and preparing the surface complete. The vital physically and chemical parameters of the mebrance shall be as under
Joint strength in longitudinal and transverse direction at 23 degree C as 350/300 N/5cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150 Degree C. Cold flexibility shall be upto -2 C when tested in accordance with ASTM, D-5147 (The laying of mebrane shall be got done through the authorized applicator of the manufacture of membrane).
Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt manufactured by Bitumat Co., Ltd., Soprema, General membranes or Tamko consisting of a coat of bitumen primer for bitumen membrane @ 0.40 Ltr./Sq.Mt. by the same membrane manufacture of density at 250 C, 0.87-0.89 Kg,./Ltr. and viscosity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc., and preparing the surface complete. The vital physical and chamical parameters of the membrane shall be as under :-
Chapter Code No
15.54.1 3mm thick. Sqm 283.00
15.55
Sqm 29.00
15.56
I)
II)
Sqm 93.00B-184
Joint strength in longitudinal and transverse direction at 230 as 650/450N/5Cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 1500C. Cold flexibility shall be up to - 20C when tested in accordance with ASTM, D-5147. The laying of membrane shall be got done through the authorized applicator of the manufacturer of membrane.
Extra for covering top membrane with Geotextile, 120gsm non woven, 100 % polyester of thickness 1 to 1.25mm bonded to the membrane with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation [for Item No. 15.53 to 15.55].
Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying Polymen modified cementous slurry mixed with armour cerete of M/s The Structural Water Proofing Company Pvt. Ltd., or Tapecrere of M/s Cico Engineer Service or Hydro Proof of Fosroc consisting of appering :
First layer of slurry of cement @ 0.488 Kg./sqm mixed with Armourcrete or Tapecrete @ 0.253 Kg/sqm. This layer will be allowed to air cure for 4 hours.
Second layer of slurry of cement @ .242 Kg./sqm mixed with Armourcrete or Tapecrete @ 0.126 Kg./Sam. This layer will be allowed to air cure for 4 hours followed by water curing for 48 hours.
The rates includes preparation of surface treatment & sealing of all joints corners, junction with polymer mixed slurry.
Note- Rendering /plastering as protective layer, if require will be paid separately.
Description Unit Rate
15.57 Deleted
15.58 Deleted
15.59
30.00
15.60 Deleted
Note :
Chapter Code No
Add extra over item of Cement plaster/ cement concrete flooring/ plain or RCC work providing and mixing admixture of synthetic fibre 6mm/ 12mm recron 3 S @ rateof 125gm pack per 50kg of cement or in the ratio of as specified by manufacture specification and direction of Engineer in charge with all leads and lifts. P.Pack 125
gm
A Pigment of desired color can be added at site to get specific color which shall be paid for separately.
B-185
CHAPTER No. B-16
ALLUMINIUM & PVC WORKS
Description Unit Rate (Rs.)
16.1
16.1.1 For Fixed portion Kg. 289.00
16.1.2
Kg. 299.00
Chapter Code No
Providing & fixing anodizing alumium work (Anodizing to be got done from approved Anodizer) for doors, windows, ventilators and partition with extruded built up standard tubular and other sections of approved make confirming to IS : 733 and IS : 1285 anodised transparent 81 dyed to required shade according to IS : 1868 (Minimum anodic coating of grade AC 15), fixed with rawl plugs and screws or with fixing clips or with expansion hold fasteners including necessary filling up of gas at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium section shall be smooth, rust free, straight, mitred and jointed mechanically wherever required inlcuding cleat angle Aluminum snap beading for glazing/paneling, C.P. Brass/ Stainless Steel screws, Al. Tower bolt & Al. handle & Al. Aldrop etc. all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing and peneling to be paid for separately).
For shutters of doors, windows & ventilators incl. providing and fixing hinges/ rollers etc. and making provision for fixing of fittings wherever reqd. (lockes shall be paid for separately).
Note : Add 10% extra over item No. 16.1 for work done in curved/ circular shape.
B-186
Description Unit Rate (Rs.)
16.2
16.2.1
Sqm 737.00
16.2.2Sqm 845.00
16.3
16.3.1
Sqm 581.00
16.3.2
Sqm 600.00
16.3.3
Sqm 699.00
Chapter Code No
Providing and Fixing 12mm thick prelaminated three layer medium density (exterior grade) particle board Grade-I, Type-II confirming to IS 12823 bonded formaldehyde synthetic resin of approved brand and manufacture in paneling fixed in aluminium doors, windows/ stainless steel screws etc. complete as per architectural drawings and direction of engineer-in-charge.
Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side.
Pre-laminated particle board with decorative lamination on both side.
Providing and fixing glazing in aluminium door, window, vintilator shutters and partitions etc. with PVS/ 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 glass panes of 4.0mm thickness (weight not less than 10.0 Kg/Sqm) as per IS : 2835
With glass panes of 5.0mm thickness (weight not less than 13.75 Kg/Sqm) as per IS : 2835
With tinted glass panes of 5.0mm thickness (weight not less than 13.75 Kg/ Sqm)
16.4
Each 2044.00
B-187
Description Unit Rate (Rs.)
16.5
Sqm 1650.00
16.6
Each 281.00
16.7
Pair 285.00
16.8
Sqm 269.00
16.9
a) For first 0.90mtr length of rod. Mtr. 581.00
b)Mtr. 401.00
P&F double action hydraulic floor spring of approved brand and manufacture to aluminium door shutter confirming to IS : 6315 incl. costof cutting floors as reqd. embedding in floor and cover plate etc. complte as per direction of Engineer in charge.
Chapter Code No
P&F expanded grill made of anodised aluminium as per desing and drawing having members section of size 7.5mm x 6.0mm and opening of size 102mm x 99mm to aluminium window/ vent with reqd. screws, Y and H aluminium sec (as per drawing) at the ends and middle joints respectively complete in all respect as per direction of engineer in charge.
Providing and fixing brass lock without handle for aluminium door, or approved quality, make & design as directed by Engineer inc harge
Providing and fixing friction stay for aluminium windows, Ebco or equivalent, complete in all respect size 10".
Providing and fixing sun control film, 25 micron thick of approved colour and shade, complete in all respect at all level, as directed by engineer in charge.
P&F powder coated aluminium 1.5" dia drapery rod with finials, rings end cap cording set and bracket etc. complete of approved make (Arolux, Mac, Vista or eqv.) and approved design as per specification and direction of engineer-in-charge.
For subsequent length of rod (beyond 0.90mtr length covered in item 1(a) above)
16.10
Sqm 1500.00
16.11
Sqm 1498.00
B-188
Description Unit Rate (Rs.)
16.12
a) Section 101.60 x 44.45mm Mtr. 60.00
b) Section 63.00 x 38.00mm Mtr. 50.00
16.13
Sqm 313.00
PLASTIC DOOR FRAMES
16.14
16.14.1 PVC door frame section (68x60mm) Mtr. 363.00
16.14.2 PVC door frame section (53x60mm) Mtr. 298.00
Providing and fixing vertical blinds, made out of non woven polyester fabric 85 to 90mm wide of approved shade & design with power coated aluminium channel minium 1"x1" system incl. cording set etc. complete as per specification & direction of engineer in charge.
P&F Horizontal blinds made out of 25mm wide aluminium powder coated strips with powder coated channel etc. compelte (Aerolux, vista, Mac or equivalent) as per direction or engineer in charge.
Chapter Code No
Polyester powder coating and electro colouring in various colour and shade approved by Engineer incharge (for item No.16.1.1)
Polyester powder coating and electro colouring in various colour and shade approved by Engineer incharge (for item No.16.1.2)
P&F of PVC door frame made from extruded PVC confirming to IS : 10151 - 1982 section having multi chamber cross section with a maximum wall thickness of 2.8mm + 0.3mm duly reinforced with steel tie rod at bottom, and weather seals complete.
16.14.3 PVC door frame section (40x58mm) Mtr. 231.00
16.14.4 PVC door frame section (40x48mm) Mtr. 125.00
PLASTIC DOOR SHUTTER
16.15
Sqm 1494.00B-189
Description Unit Rate (Rs.)
16.16
Sqm 1663.00
16.17
16.17.1 Single shutter door Sqm 1363.00
16.17.2 Double shutter door Sqm 1494.00
P&F of plastic door shutter infill made from multi chamebr hollow PVC sections having cross section of 200x20x1mm joined with one another by a dove tail locking system and shutter frame made from extruded PVC section in overall cross section of 59x24mm and door fitting such as hinges, aldrop, handles, stopper, locking bolt, will be provided.
Chapter Code No
P&F of plastic shutter infill made frome xtruded multi chamber hollow PVC section having cross section of 200x20 x 1mm and shutter frame made from extrude PVC section in the configuration of double walled `C' section having an overall cross section of 40x37mm and door fittings such as hinges, aldrop.Handles, stoppers, locking bolt will be provided.
P&F of plastic shutter infill made from multi chamber hollow PVC sections having cross section of 200x20x1mm and shutter frame made from Aluminium C section size 23.6x20x1.8mm and door fitting such as hinges, aldrop, handles, stopper, locking bolt will be provided.
16.18
Sqm 1200.00
16.19
B-190
Description Unit Rate (Rs.)
16.19.1Sqm 2763.00
16.19.2Sqm 2619.00
16.19.3
Sqm 2713.00
P&F of plastic shutter infill made from hollow plastic section in the dimension of 150x12x1mm and shutter configuration of an A section having an overall cross section of 47x26mm and door fittings such as hinges, aldrop,handles,locking bolt will be provided.
P&F of all PVC door shall be made from extruded PVC sections reinforce with steel. The corners & joints shall be mitre cut and welded / mechanical joint. The outer frame and shutter frame shall be made from PVC section having an cross sectionof 53x60mm wall thickness 2.8mm + 0.3mm, suitable snap fit glazing and functionbeads in as overall cross section of 30x23 and 15mm x 23mm shall be used for provisionof glass of panel E.P.D.M. weather scales and glazing scales shall be provided.
Chapter Code No
Shutter Panel infillmade from PVC Section 200x20x1mm.
Shutter panel fully glazed with 5mm thick plain glass.
Shutter panel partly glazed with 5mm thick plan glass and partly paneled with PVC sections 200x20x1mm.
16.20
Sqm 1460.00
B-191
Description Unit Rate (Rs.)
P&F to existing door frame 24mm thick factory made PVC door shutter made of styles and rails of a UPVC hollow section of size 59x24mm and wall thickness 2mm +0.2mm with inbuilt edging on both sides. The styles and rails mitred and jointed at the corners by menas of M.S. galvanised/ plastic brackets of size 75x220mm having wall thickness 1.0mm and stainless of size screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20mm and 1mm+0.1mm wall thickness. The lock rail made upto of `H' section, a UPVC hollow section of size 100x24mm and 2mm +0.2mm wall thickness fixed to the shutter style by means of plastic / galvanised M.S. `U' Cloats. The shutter frame filled with a UPVC multi-chambered single panel of size not less than 620mm, having overall thickness of 20mm and 1mm+ 0.1mm wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6mm galvanised MS roudn and fastened with nuts and washers, complete as per manufacturer's specifications and direction of Engineer in charge incl. all door, fittings, such as hingles, L-drop, handles, locking bolts etc. as per approval of Engineer in charge 24mm thick shutter.
Chapter Code No
16.21
Sqm 1710.00
PLASTIC WINDOWS
16.22
Sqm 2925.00
B-192
P&F to existing door frame 30mm thick factory made polyvinl choloride PVC door shutter made of styles and rails of a UPVC hollow section of size 60x30mm and wall thickness 2mm +0.2mm with inbuilt decorative moulding edging on one sides. The styles and rails mitred and jointed at the corners by menas of M.S. galvanised/ plastic brackets of size 75x220mm having wall thickness 1.0mm and stainless of size screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20mm and 1mm+0.1mm wall thickness. The lock rail made upto of `H' section, a UPVC hollow section of size 100x30mm and 2mm +0.2mm wall thickness fixed to the shutter style by means of plastic / galvanised M.S. `U' Cloats. The shutter frame filled with a UPVC multi-chambered single panel of size not less than 620mm, having overall thickness of 20mm and 1mm+ 0.1mm wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6mm galvanised MS rod and fastened with nuts and washers, complete as per manufacturer's specifications and direction of Engineer-in-charge including all door, fittings, such as hingles, L-drop, handles, locking bolts etc.as per approval of Engineer-in-charge.
Providing and fixing of All plastic Openable Windows shall be made from extruded PVC section reinforced with steel. The corner & joints shall be mitre cut and welded/Mechanically joint. The outer frame and shutter frame shall be made from extruded PVC section, having and overall cross section of 53 x 60mm Suitable snap fit glazing and function beads having an overall cross section of 30 x 23mm and 15 x 23mm shall be used for provision of glass or Panel E.P.D.M. weather scals and glazing scals and approved steel fitting with 4mm thick plain glass complete.
Description Unit Rate (Rs.)
16.23
Sqm 2275.00
16.24
Sqm 1820.00
16.25
Sqm 1725.00
16.26
Sqm 1050.00
Chapter Code No
Providing and fixing of All Plastic fixed Windows made from PVC section reinforced with steel. The Corners & joints shall be mitre cut and welded. The outer frame shall be made from extruded PVC sections having on overall cross section of 53 x 60mm suitable snap fit glazing beads having an overall cross section of 30 x 23mm shall be used for provision of glass. E.P.D.M. weather scals and glazing scals and approved steel fittings with 4mm thick plain glass complete.
Providing and fixing of All Plastic Two track sliding Windows shall be made from extruded PVC sections reinforced with Steel. The corners & joints shall be mitre cut and welded. The outer frame shall be made from extruded PVC section having an overall cross section of 53 x 60mm and the slider Panel shall be made from extruded PVC sections having an overall cross sections of 58 x 40mm suitable snap fit glazing beads having an overall cross section of 19mm x 19.5mm shall be used for provision of glass. E.P.D.M. weather seal sand glazing scales and approved steel fitting with 4mm thick plain glass complete.
Providing and fixing of All plastic fixed louvered Ventilators shall be made from extruded PVC section reinforce with steel. The corners and joints shall be mitre cut and welded. The outer frame shall be made from extruded PVC section having an overall cross section of 40 x 37mm. Suitable snap fit moulded louver ends louver blade of PVC/glass and safety bar shall be provided.
Providing and fixing of All Plastic Fly Mesh shutters shall be made from extruded PVC section having an overall cross section of 30 x 23mm E.P.D.M. weather scales shall be provided to make it air tight. Mosquito net of nylon/ polymer/GI mesh to be fixed on the shutter frame. Suitable fittings shall be provided.
B-193
Description Unit Rate (Rs.)
PLASTIC PARTITION
16.27
16.27.1 Partition made from PVC section 200 x 20 x 1mmSqm 2244.00
16.27.2Sqm 2031.00
16.27.3
Sqm 2175.00
PLASTIC FALSE CEILING
(A)
16.28
16.28.1 Using 200 x 20 x 1 mm section. Sqm 1188.00
Chapter Code No
Providing and fixing of all Plastic partition with frames made from extruded PVC sections having on overall cross section of 53 x 60mm. The frames shall be joined by means of concealed cleats. Suitable snap Fit glazing beads and function beads having an overall cross section 30 x 23 mm and 15 x 23mm shall be used for provision of glass of panels. The horizontal and vertical members duly fixed should be spaced 1000mm to 1200mm apart. :
Partition infil fully glazed with 5mm thick plain glass.
Partition infill partly glazed with 5mm thick plain glass and partly paneled by PVC section 200 x 20 x 1mm.
Plastic False Ceiling using Aluminium. Tee/ Angle.
Providing and fixing of suspended false ceiling in the grid of 600 x 600 mm/600 x 600 to 900 x 900mm using aluminium tees with inter lock system of main tee, cross tee and wall angle (size of tee and angle approx. 25mm x 25mm or equivalent) etc. complete with G.I. Adjustable suspenders skeleton. Ceiling tiles made from multi chamber hollow PVC section having an overall cross section of :-
B-194
Description Unit Rate (Rs.)
16.29
Mtr. 181.00
16.30
Sqm 1375.00
Chapter Code No
Providing and fixing PVC pelments made out from multi chamber hollow Plastic section with tongue & grooves size 12 x 150mm, Iron brackets, 20mm dia C.P. Steel Curtain rod complete.
P&F paneled portion with mild steel section, having size of 25x38mm width a wall thickness of 1.2mm + 0.1mm the members are jointed by M.s. Cleat of 75x75x2mm size having usual process variation and with the necessary srws as per requirements. The Horizontal members and vertical members are duly, interescting to each other at a space of 0.9x0.9mtr apart the partition in fill is to be made out of multiple chambered hollow PVC sections having overall dimensions of 254x6mm corresponding to sintex's product code No. SPUF 144 in Prelam finish with an average wall thickness of 0.8mm+0.3mm, exceeding 30mm approx variation and supporting ribs at a distance of not exceeding 30mm approx, and jointed with one another by lap joint. The PVC section shall be fixed on both sides of the MS frame works with self tapping screw of 19x8mm size. the periphery of the partition of low height is to be covered by the PVC multi chambered hollow sections having useful process variation. This can be fixed by applying cynical adhesive.
16.31
B-195
Description Unit Rate (Rs.)
Sqm 938.00
P&F of false ceiling at a height decided by the engineer in charge on a MS made skeltion frame work. The perimeter square MS pipe shall be fixed along with the wall, having dismension of 25mm and with a wall thickness of 1mm+/- 0.3mm. The main member of the gradeis made out of MS pipe having on a overall thickness 38x25mm and with a wall thickness of 1mm +/- 0.3mm. The side pipe and the intermediate pipes is fixed to the roof from the top with the help of ceiling angels / pipes.
Chapter Code No
After the grid work is complete, it has to be covered by the multi-chamber hollow PVC section from below, with the help of self tapping scrw of 19mm x 8mm. These PVC hollow section are having an overall dimension of 150mm x10mm or 254mm x 6mm, with a wall thickness of 1.0m + 0.3mm and 0.8 + 0.2mm respectively approved by the engineer in chareg, are jointed wtih each other by lap joint, which will conceal the screws. Necessary cutouts for electric connections, lighting, air conditioning etc. shall be provided at reqd. palace. The edge and cornice shall be covered by extruded PVC corner beading section of size 13m x10mm with a wall thickness of 1.7mm+ 0.3mm. The same has to be fixed by applying cynoacrylate adhesive.
16.32
Sqm 781.00
Providing and fixing of wall paneling on the frame work made out of G.I. channel of size 75x10mm or from wooden ripper of reqd. size with CSK wood screws of size 50x8mm fixed to the wall with rowl plug at a spacing of 900mm center to center. The paneling on the above frame work to be doen using hollow PVC multi chambered section of size 150x10mm or 254 x 6m, SPUF in prelam finish with an average wall thickness of 1.0 each other by lap joint and to be fixed to the G.I. channel by self taping screw of size 19x8mm. Necessary cutouts for electrical connections to be provided at reqd. places. The edges and periphery, finally to be covered by extruded PVC beading section of size 13x10mm having an average wall thickness of 1.7m +/- 0.3mm with an usual variation.
S-1
CHAPTER No. S-1
SANITARY INSTALLATION WORKS
Note :
Description Unit Rate (Rs.)
1.1
1.1.1 Size 450 mm. Each 755.00
1.1.2 Size 510 mm. Each 782.00
1.1.3 Size 580 mm. Each 811.00
1.2
1.2.1 Size 580x440 mm. Each 1201.00
1.2.2 Size 530x410 mm. Each 1162.00
1.3
1.3.1 Size 250 x 130 x 30mm Pair 135.00
1.3.2 Size 250 x 125 x 30mm Pair 122.00
All items which are manufactured ISI marked, shall only be used such condition shall be always incorporated in special condition of contract.
Chapter Code No
P & F Squatting Pan (Indian type) white glazed vitreous China Ist quality W.C. Pan (IS:2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor (excluding the pair of foot rest).
P & F Indian type white glazed vitreous china Ist quality W.C. orissa pan (IS:2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor :
P & F WVC Foot-rest (IS:2556 Mark) including cutting and making good the floor
1.4
Each 873.00
S-2
Description Unit Rate (Rs.)
1.5
Each 2982.00
1.6
Each 1577.00
1.7
1.7.1 Wall Mounting. Each 1872.00
1.7.2 Wall Mounting (extended) Each 2094.00
1.7.3 Wall Mounting (syphonic) Each 2816.00
Note :
Each 50%
1.8
1.8.1Each 231.00
1.8.2Each 279.00
1.8.3Each 299.00
P & F European type white glazed vitreous china Ist quality W.C. pan (IS:2556 Mark) with P or S trap including cutting and making good the wall and floor.
Chapter Code No
P & F European type white glazed vitreous china Ist quality Double symphonic W.C. (IS:2556 Mark) with P or S trap including cutting and making good the wall and floor.
P & F Universal (anglo-Indian type) white glazed vitreous china W.C. pan Ist quality with P or S trap including cutting and making good the wall and floor.
P & F European type white glazed vitreous china Ist quality W.C. (IS:2556 Mark) including cutting and making good the wall and floor.
Add extra over item No. 1.1 to 1.7 for using approved light coloured vitreous china ware in stead of white vitreous china ware.
P & F water closet Seat Covers with brass hinges complete :
Solid PVC (ISI marked) grade-I Black for EWC.
Solid PVC (ISI marked) grade-I White for EWC.
Solid PVC (ISI marked) grade-I coloured for EWC.
1.8.4 Non-breakable of other approved make Black.Each 185.00
1.8.5 Non-breakable of other approved make White.Each 199.00
1.8.6Each 219.00
S-3
Description Unit Rate (Rs.)
1.9 P&F C.P. lugs for toilet seat cover Pair 77.00
1.10
Each 100.00
1.11Each 109.00
1.12Each 134.00
1.13Each 126.00
1.14
Each 5180.00
URINALS1.15
1.15.1 Flat Back (small) size 440x265x315 mm. Each 728.00
1.15.2Each 1594.00
1.15.3 Mini stall size 440x315x320 mm. Each 796.00
Non-breakable of other approved make Coloured.
Chapter Code No
Labour charges for removing WC Pan (any type) of all sizes with care incl. all necessary fittings P or S trap
P & F White glazed Conversion Bend for W.C. from P trap to S trap.
P & F vitreous China P trap of approved quality.
Add extra if CI P trap is used in places of vitreous china P trap for WC
P&F whie vitreous china double syphonic european WC (IS : 2556 Mark) with mounted WVC flushing cistern of (IS: 2556 Mark) of 10 litre capacity complete with all necessary internal fitting incl. cutting and making good the wall and floor.
P & F Ist quality WVC Urinal (IS:2556 mark) with 25 mm dia G.I. waste pipe, dome couplings, concealed iron brackets or screws etc. complete.
Flat Back (large) or half stall size 590x375x390 mm.
1.15.4Each 700.00
1.16
Each 663.00
S-4
Description Unit Rate (Rs.)
1.17
1.17.1 Makrana II quality marble having light spots. Each 672.00
1.17.2 Makrana 'Albets' Marble having light streaks. Each 572.00
1.17.3Each 472.00
1.18
1.18.1 Size 100 mm dia. Mtr. 327.00
1.18.2 Size 150 mm dia. Mtr. 459.00
1.19
Size 450x350mm Each 518.00
Size 600x350mm Each 630.00
1.20
Each 150.00
Angle back or spree flat back size 430x370x340mm or 440 x 350x370mm
P & F W.V.C. Urinal Partition plate of approved standard make of size 630x315 mm including making good the wall.
Chapter Code No
P & F Marble Urinal Partition slab both sides polished of approved design cut from marble size 900x600mm.
Makrana 'Adanga' or Raj Nagar ISt Quality White or Andhi Indi-Italian marble.
P & F W.V.C. Half-Round Channel of approved make in C.M.1:3 joints finished in white cement of :
P&F WVC (IS: 2556 Mark) squatting urinal of standard make complete incl. cutting & making good the floor
Labour charges for removing and refixing of urinals (all type & size) incl. all necessary fittigns
1.21
1.21.1 Cast iron (IS: 774 Make) Each 1120.00
1.21.2 White PVC (IS: 7231 Make) Each 1141.00
S-5
Description Unit Rate (Rs.)
1.22
1.22.1 WVC with C.P. brass bend. Each 1328.00
1.22.2 PVC with PVC bend as per IS : 7231 Each 895.00
1.22.3 WVC for symphonic EWC. Each 1800.00
1.22.4 PVC with CP brass long band. Each 1061.00
1.23
1.23.1 C.I. 5 ltr Each 602.00
1.23.2 C.I. 10 ltr Each 721.00
1.23.3 C.I. 15 ltr Each 819.00
P & F High Level Flushing Cistern of 10 Litres capacity of approved make including C.I. brackets duly painted, china & pull and 32 mm dia G.I. concealed flush pipe with M.S. clamps, 20 mm dia G.I. overflow pipe up to 185 Cm. Long, brass ball cock (IS:1703 Mark) with PVC ball and internal fittings and mosquito proof coupling, complete including cutting and making good the wall.
Chapter Code No
P & F Low level Flushing Cistern of 10 litres capacity (IS:2556 mark) of approved make with complete fittings C.I. brackets duly painted, brass ball cock with ball, (IS:1703 mark) complete including cutting and making good the wall :
P & F Automatic Flushing Cistern of first quality (IS : 774 mark) of approved make fitting, syphon with copper tube, C.I. brackets complete including cutting and making good the wall.
1.23.4 White vitreous china 5 litres as per IS : 2556 Each 893.00
1.23.5 -do- 10 litre Each 1008.00
1.23.6 -do- 15 litre Each 1106.00
Note : Deduct if plastic syphon is used. Each 100.00
1.24
1.24.1 G.I. 'B' class (Concealed) 25 mm. Each 322.00
1.24.2 G.I. 'B' class (Concealed) 32 mm. Each 399.00
1.24.3 PVC exposed (heavy) 32 mm. Each 127.00
S-6
Description Unit Rate (Rs.)
1.24.4 GI (Sheet) hot galvanized exposed (10 Litres). Each 183.00
1.25Each 693.00
1.26Each 279.00
1.27 P & F WVC siphon with plunger plate only. Each 198.00
1.28 P & F WVC Auto cistern with cover only. Each 465.00
1.29 P & F WVC Auto cistern cover only. Each 153.00
1.30
1.30.1 For 4 Urinals. Each 1074.00
1.30.2 For 3 Urinals. Each 685.00
1.30.3 For 2 Urinals. Each 515.00
1.30.4 For 1 Urinals. Each 357.00
P & F Flush pipe of approved make with complete fittings for high level flushing cistern :
Chapter Code No
P & F WVC (10 litres) low-level flushing cistern with cover.
P & F WVC (10 litres) low level flushing cistern cover only.
P & F C.P. brass Urinal Flush pipe set complete with flanged brackets of approved make.
1.31Each 297.00
1.31.1 -do- Synethic (PTMT) Each 215.00
1.32 P & F C.P. brass Doom Waste Coupling
1.32.1 32 mm dia. Each 204.00
1.32.2 40 mm dia. Each 213.00
1.33Each 149.00
1.34 P & F Copper tube Syphon for auto flush tank.Each 270.00
S-7
Description Unit Rate (Rs.)
1.35Each 100.00
1.36Pair 80.00
1.37
1.37.1 Lever type with Elbow 32 mm dia. Each 1969.00
1.37.2 Push –do- Each 2105.00
1.37.3 Concealed type for 112 mm. Each 2354.00
1.37.4 -do- for 225 mm. Each 2431.00
1.37.5 Economy model 25 mm. Each 1430.00
1.37.6 -do- 32 mm. Each 1650.00
WASH BASINS
P & F C.P. brass Urinal Spreader for stall urinal of approved make.
P & F Plastic Syphon of approved make for automatic flush tank.
Chapter Code No
Removing and re-fixing of wash hand basin including all necessary fittings.
P & F C.I. brackets duly painted including cutting & making good the wall.
P & F C.P. Brass flush Valve with C.P. flush bend of approved make.
1.39
1.39.1 Size 450 mm x 300 mm. Each 1017.00
1.39.2 Size 510 mm x 400 mm Each 1042.00
1.39.3 Size 510 mm x 250 mm Each 1274.00
1.39.4 Size 530 mm x 450 mm Each 1456.00
1.39.5 Size 550 mm x 400 mmEach 1139.00
1.39.6 Size 580 mm x 430 mm Each 1250.00
1.39.7 Size 610 mm x 510 mm Each 1670.00
1.39.8 Size 630 mm x 510 mm (with anti splash rim) Each 2408.00S-8
Description Unit Rate (Rs.)
1.39.9
Each 1039.00
1.39.10 460 dia for counter top. Each 1350.00
1.39.11 Size 550 mm x 400 mm dia for counter top. Each 1350.00
1.39.12 Size 630 mm x 500 mm dia for counter top. Each 1816.00
1.40
1.40.1 450 mm x 280 mm. Each 559.00
1.40.2 550 mm x 400 mm. Each 792.00
KITCHEN LAB SINKS
P & F WVC Wash basin (Ist quality IS:2556 Mark) of approved make with C.I. brackets duly painted 1 No. 15 mm C.P. Pillar cock (IS:8934 Mark) & 32 mm C.P. brass waste coupling of approved make 25 mm G.I. waste pipe complete including cutting & making good the wall :
Chapter Code No
Size 400 mm x 400 mm or 450mm x 390 mm corner
P & F terrazzo (Mosaic) wash hand basin with supporting brackets waste coupling and PVC waste pipe complete, including painting of brackets making good the walls :
1.41
1.41.1Each 2149.00
1.41.2Each 2038.00
1.41.3Each 1788.00
1.41.4Each 1280.00
1.41.5Each 1150.00
1.41.6Each 706.00
S-9
Description Unit Rate (Rs.)
1.41.7Each 595.00
1.41.8Each 840.00
1.41.9
Overall size (inches) Bowl size (inches)1.41.10 Size 18x16x6 16x14x6 Each 2209.00
1.41.11 Size 22x18x7 20x16x7 Each 2682.00
1.41.12 Size 24x18x8 20x16x8 Each 2759.00
P & F kitchen & Lab Sink of approved make with C.I. brackets duly painted, 40 mm C.P. waste coupling, C.P. Brass chain with rubber plug, 40 mm G.I. waste pipe up to floor level complete including cutting and making good the wall & floor :
Fire clay glazed kitchen sink (IS Marked) size 600x450x250 mm.
Fire clay glazed kitchen sink (IS Marked) size 600x450x200 mm.
WVC Lab Sink (IS:2556 Mark) size 530x430x180 mm.
WVC Lab Sink (IS:2556 Mark) size 500x350x150 mm.
WVC Lab Sink (IS:2556 Mark) size 450x300x150 mm.
Mosaic fine polished kitchen sink size 600x450x200 mm.
Chapter Code No
Mosaic fine polished kitchen sink size 450x450x200 mm.
-do- size 600 x450 x 200mm wit 600 x 450mm drain board.
1.0mm thick salem stainless steel AISI -304 kitchen sink of approved make (Nirali, Neel- Kanth, Jaina, Faber, Cryistal) with large waste coupling.
1.41.13
Each 3592.00
1.41.14
Each 6367.00
Note :35%
1.42
1.42.1 WVC (IS: 2556 Mark) size 580x350mm Each 809.00
1.42.2 WVC (IS: 2556 Mark) size 530x450mm Each 910.00
1.42.3 WVC (IS: 2556 Mark) size 600x450mm Each 1120.00
1.42.4 Stainless steel size 600x450mm Each 1148.00
1.42.5 Mosaic fine polished size 600x450mm Each 210.00
1.43 P&F 1st quality WVC pedestal for wash basinEach 735.00
S-10
Description Unit Rate (Rs.)
MISCELLANEOUS1.44 P & F Bottle Trap of approved make
1.44.1 C.P. Brass 32 mm Each 375.00
1.44.2 C.P. Brass 40 mm Each 445.00
1.44.3 Synthetic Material (PTMT) 32 mm. Each 313.00
1.44.4 Synthetic Material (PTMT) 42 mm. Each 330.00
1.44.5 PVC Each 77.00
1.45
1.45.1 C.P. brass 32mm dia Each 88.00
Size 37x18x7 17x15x7 (with drain board)
Size 45x20x8 20x16x8 (with drain board)
Deduct for item No. 1.41.9 to 1.41.14 for using any other make than specified above.
P & F Drain Board of approved make with C.I. brackets duly painted complete including cutting & making good the wall :
Chapter Code No
P&F waste coupling with fitting of approved quality/ make :
1.45.2 -do- 400mm dia Each 154.00
1.45.3 Synthetic Material (PTMT) 32mm Each 55.00
1.45.4 Synthetic Material (PTMT) 40mm Each 66.00
1.46 P&F waste pipe with all fitting1.46.1 PVC with C.P. Nut 32mm Each 99.00
1.46.2 PVC with PVC Nut 32mm Each 50.00
1.46.3 PVC with C.P. Nut 40mm Each 127.00
1.46.4 G.I. B Class 32mm Each 116.00
1.46.5 G.I. B Class 40mm Each 132.00
1.47
1.47.1 Size 600 x 450mm x 4mm thick Each 231.00
1.47.2 Other sizes Sqm 715.00
S-11
Description Unit Rate (Rs.)
1.48
1.48.1 Size 500x400mm Each 231.00
1.48.2 Oval shape 450x350mm Each 330.00
1.48.3 Round 500mm dia Each 352.00
1.49 P&F Toilet shelf of approved quality/make :1.49.1 WVC (IS: 2556 Mark) size 300mm. Each 127.00
P&F Beveled edge mirror of special glass of appd make (Atul/equivalent) complet with 6mm thick asbestos cemetn sheet ground fixed to wooden scrwes & washers.
Note : For other quality approved make mirrors deduct 30%
Chapter Code No
P&F looking mirrors with PVC frame of approved (atul/equivalent)
Note : For other quality appd. Make mirror deduct 30%
1.49.2 -do- 550mm Each 220.00
1.49.3Each 165.00
1.49.4Each 165.00
1.49.5
Each 638.00
1.49.6
Each 116.00
1.50
1.50.1
Each 297.00
1.50.2 -do- 600mm (Heavy duty) Each 330.00
1.50.3 C.P. brass towel rail with bracket 450 x20mm.Each 165.00
1.50.4 -do- 600 x 20mm Each 187.00
S-12
Description Unit Rate (Rs.)
1.50.5Each 83.00
1.50.6 -do- 675 x 90 x 75mm Each 94.00
1.50.7
Each 88.00
1.50.8 C.P. brass towel ring revolving type Each 110.00
Synthetic material white tumbler of approved quality/ make size 470 x144x36mm.
Hard plastic of commander/ equivalent size 590x140mm
Acrylic shelf on C.P. brass casted brackets & guard rail of commander equivalent make size 550x125mm.
Glass shelf with edges rounded off anodised aluminium angle frame & C.P. brass brackets & guard rail size 600x120mm.
P&F towel rail or ring of approved quality /make:
C.P. brass Towel rail elbow type with concealed screws size 450mm (heavy duty)
Chapter Code No
Synthetic material (PTMT) of approved quality/ make size 525 x 90x 75mm.
WVC (1st quality, ISI marked)_ of approved make recessed towel hanger size 108x 108mm.
1.50.9Each 99.00
1.51 P&F Grating of approved quality/ make1.51.1 Stainless steel sheet size 125mm dia Each 33.00
1.51.2 -do- Heavy quality of approved make 125mmEach 50.00
1.51.3Each 44.00
1.51.4 -do- 150mm dia Each 61.00
1.51.5 -do- Square 150x150x8mm (Anti Cockroach)Each 176.00
1.51.6Each 77.00
1.51.7 -do- light & superior quality size 125mm dia. Each 33.00
1.51.8 Cast Iron Each 33.00
1.52
1.52.1 C.P. brass Each 110.00
1.52.2 Synthetic material of approved quality/ make. Each 94.00
1.53
1.53.1 C.P. brass Each 55.00
S-13
Description Unit Rate (Rs.)
1.53.2 C.P. Brass (Heavy and Superior quality). Each 275.00
1.53.3 Stainless steel Each 143.00
1.54
1.54.1 C.P. brass Each 99.00
1.54.2 C.P. brass heavy & superior quality Each 308.00
Synthetic Material (PTMT) Towel ring of approved quality/make
Synthetic material (PTMT) of approved quality/ make size 125mm dia
C.P. brass with frame (Heavy) & superior quality size 125mm dia.
P&F liquid soap contained with brackets complete of approved make :
P&F Tooth paste & brush holder of approved quality/ make:
Chapter Code No
P&F Toilet paper holder with rod of approved quality/ make.
1.54.3Each 143.00
1.54.4 -do- exposed Each 121.00
1.55
1.55.1 C.P. brass Each 50.00
1.55.2 C.P. brass heavy and superior quality Each 66.00
1.55.3Each 127.00
1.55.4 -do- 200 x 100mm Each 154.00
1.55.5 Soap tray 170mm Each 88.00
1.55.6 Soap Dish 380mm Each 127.00
1.56 P&F Twin peg of approved quality/ make 1.56.1 C.P. brass Each 44.00
1.56.2 C.P. brass (heavy) Superior quality Each 88.00
1.56.3 Acrylic Each 44.00
1.57
1.57.1Each 110.00
1.57.2 -do- size 220mm -do- Each 171.00
S-14
Description Unit Rate (Rs.)
1.57.3 -do- size 300mm -do- Each 187.00
1.57.4 -do- size 370mm -do- Each 209.00
1.58 P&F Bath shower of approved quality/ make .
1.58.1 C.P. brass fixed Each 83.00
WVC (1st quality, ISI marked) recessed size 150x150mm.
P&F Soap dish or tray of approved quality/ make.
WVC (1st quality, ISI marked) recessed size 150x150mm.
P&F Shower arm 15mm dia of approved quality/ make.
C.P. brass heavy & superior quality 150mm projection.
Chapter Code No
1.58.2Each 209.00
1.58.3Each 330.00
1.58.4Each 99.00
1.59
1.59.1Each 55.00
1.59.2 -do- 100x15mm Each 77.00
1.59.3 -do- 150 x15mm Each 110.00
1.60
1.61 Labour charges for removing WVC WC pan1.61.1 India/ Orissa pan Each 83.00
1.61.2 European W.C. Each 83.00
1.61.3 Flushing cistern Each 39.00
1.62Each 220.00
1.63Each 11.00
S-15
Description Unit Rate (Rs.)
C.P. brass of heavy & superior quality 150mm.
C.P. brassof Heavy & superior quality, revolving with adjustable key 150mm.
WVC (IS: 2556 Mark) of approved make 125mm.
P&F extension pipe for bib cocks of approved quality/ make:
C.P. brass of Heavy & superior quality 50x15mm
P&F Acylic Toilet accessories set consisting of towel rail, shelf, towel ring, soap dish, paste & brush holder & twin peg of approved quality/ make.
P&F Jet spray for water closet with C.P. copper tube flange of approved make
Providing and fiixng C.P. flange for 15mm dia tap.s
Chapter Code No
1.64
1.64.1Sqm 473.00
1.64.2 Category-II Bell, Thar make etc. Sqm 410.00
1.65
Sqm 600.00
1.66
Sqm 620.00
S-16
Description Unit Rate (Rs.)
Providing and fixing Ist quality standard White/Ivory Glazed Tiles ISI marked (IS:13753) of size 300mmx200mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in white cement mixed with pigment to match the shade of tile complete (excluding the cost of cement plaster).
Category-I Kajaria, Jhonson, Orient, Somani make etc.
P&F 1st quality MAT finished ceremic tile size 300x300mm confirming to IS : 13753 colour such as white, grey, ivory, fume red brown in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry incl. nicely finished joint using water proof joint filler powder (untile or roffe make) and finishing with flush pointing in white cement mixed with pigment to match the shade of tile complete (excl. the cost of cement plaster).
P&F 1st quality MAT finished ceremic tile size 300x300mm confirming to IS : 13753 colour expect white, grey, ivory, fume red brown in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry incl. nicely finished joint using water proof joint filler powder (untile or roffe make) and finishing with flush pointing in white cement mixed with pigment to match the shade of tile complete (excl. the cost of cement plaster).
Chapter Code No
Note1-
Sqm 39.00
2-Sqm 31.00
3-
Sqm 10%
4-Sqm 20%
5-Sqm 63.00
Add extra over item No. 1.64, 1.65 & 1.66 for floor work due to extra cost of cement mortar 1:4 (1 Cement : 4 fine sand) 20mm thick.
Add extra over item No. 1.64 for using coloured glazed tiles instead of white/ lvory
Deduct on item No. 1.64, 1.65 & 1.66 for using tiles of approved make second quality tiles.
Add extra over item No.1.64, 1.65 & 1.66 for marble printed, granite shade tiles.
Add extra over item No. 1.64 & 1.66for using 400x400mm size tiles.
S-17
CHAPTER No. S-2
WATER SUPPLY INSTALLATION
Item No. Description Unit Rate (Rs.) Rate (Rs.)
GALVANISED IRON PIPES2.1
(a) Exposed on wall 'A' Class 'B' Class2.1.1 15 mm dia nominal bore. Mtr. 99.00 108.00
2.1.2 20 mm dia nominal bore. Mtr. 128.00 136.00
2.1.3 25 mm dia nominal bore. Mtr. 163.00 182.00
2.1.4 32 mm dia nominal bore. Mtr. 201.00 226.00
2.1.5 40 mm dia nominal bore. Mtr. 252.00 266.00
2.1.6 50mm dia nominal bore. Mtr. 310.00 346.00
2.1.7 65 mm dia nominal bore. Mtr. 399.00 425.00
2.1.8 80 mm dia nominal bore. Mtr. 460.00 541.00
2.1.9 15 mm dia nominal bore. Mtr. 104.00 113.00
2.1.10 20 mm dia nominal bore. Mtr. 128.00 137.00
2.2
2.2.1 15 mm dia nominal bore. Mtr. 91.00 99.00
2.2.2 20 mm dia nominal bore. Mtr. 101.00 109.00
2.2.3 25 mm dia nominal bore. Mtr. 131.00 147.00
2.2.4 32 mm dia nominal bore. Mtr. 163.00 186.00
2.2.5 40 mm dia nominal bore. Mtr. 201.00 213.00
2.2.6 50mm dia nominal bore. Mtr. 244.00 276.00
2.2.7 65mm dia nominal bore. Mtr. 333.00 355.00
2.2.8 80mm dia nominal bore. Mtr. 386.00 458.00
P & F G.I. Pipes (Internal work) with G.I. fittings (IS:1239 Mark) & M.S. clamps including cutting and making good the walls and floors :
(b) Concealed pipe in wall incl. with anticorrosive bitumen paint.
P & F G.I. Pipes (External work) with G.I. fittings (IS:1239 Mark) including trenching & refilling earth etc.
2.2.9 100 mm dia nominal bore. Mtr. 546.00 642.00
2.2.10 125 mm dia nominal bore. Mtr. 672.00 876.00S-18
Description Unit Rate (Rs.)
2.3
2.3.1 Up to 25 mm dia. Each 214.00
2.3.2 Beyond 25 mm & up to 100 mm dia. Each 351.00
2.4 Each 166.00
2.5
2.5.1 15 mm dia. Each 575.00
2.5.2 20 mm dia. Each 1050.00
2.5.3 25 mm dia. Each 1440.00
COCKS, MIXERS, DIVERTORS & VALVES
Note : a) The rates are for ISI marked item.
2.6
2.6.1 C.P. Pillar cock 15 mm dia nominal bore. Each 456.00
2.6.2 Each 536.00
2.6.3 Each 630.00
Chapter Code No
Making connection of G.I. distribution branch with G.I. main including all fitting.
Fixing water meter (IS:779: mark) and stop cock in G.I. pipe line including making chamber of approved size excluding cost of water meter & stop cock.
P & F water meter IS:779 mark) of approved make:
b) It the items are Non- ISI marked, reduce the rate by 25%
P & F Pillar Cocks (IS:8934 Mark) of superior quality and approved make :
C.P. Pillar cock Elbow action, 15 mm nominal bore.
C.P. Pillar cock fancy type, 15 mm nominal bore.
2.6.4 Each 513.00
2.6.5 Each 474.00
S-19
Description Unit Rate (Rs.)
2.6.6 Each 190.00
2.7
2.7.1 Brass 400 gm. 15 mm nominal bore. Each 183.00
2.7.2 P.V.C. heavy duty, 15 mm nominal bore. Each 51.00
2.7.3 C.P. Brass bib cock, 15 mm nominal bore. Each 405.00
2.7.4 C.P. Brass Swan-neck 15 mm nominal bore. Each 349.00
2.7.5 Each 443.00
2.7.6 Each 560.00
2.7.7 -do- Elbow action, 15 mm nominal bore. Each 507.00
2.7.8 Each 128.00
2.7.9 -do- Fancy Type, 122 mm long. Each 150.00
2.7.10 -do- Long Body, 175 mm long. Each 172.00
2.8
2.8.1 Brass 400 gm. 15 mm nominal bore. Each 183.00
2.8.2 -do- 750 gm. 20 mm nominal bore. Each 227.00
C.P. Pillar cock, Swan-neck with casted spout, 15 mm nominal bore.
C.P. Pillar cock, high-neck, 15 mm nominal bore.
Chapter Code No
Synthetic Material (PTMT) pillar cock of approved quality / make 15 mm nominal bore.
P & F Bib Cock (IS:8931 Mark) Superior quality of approved make :
-do- Long body, 15 mm nominal bore weight not less than 690 gm.B628
-do- Long nose, 15 mm nominal bore weight not less than 810 gm.
Synthetic Material (PTMT) bib cock of approved quality / make, nominal bore 15 mm, 86 mm long.
P & F Stop cock (IS:8931 Mark) superior quality & of approved make :
2.8.3 -do- 1350 gm. 25 mm nominal bore. Each 376.00
2.8.4 C.P. Brass 15 mm nominal bore. Each 408.00
2.8.5 -do- Concealed Stop Cock 15 mm. Each 513.00S-20
Description Unit Rate (Rs.)
2.8.6 Each 120.00
2.8.7 -do- Concealed stop cock 15 mm. Each 196.00
2.9
2.9.1 C.P. Sink cock swinging spout 15 mm. Each 445.00
2.9.2 (-do-) Casted Spout 15 mm. Each 495.00
2.10
2.10.1 C.P. Brass 15 mm. Each 215.00
2.10.2 Each 129.00
2.11
2.11.1 Brass wt. 400 gm, 15 mm. Each 158.00
2.11.2 Brass wt. 750 gm, 20 mm. Each 252.00
2.11.3 -do- wt. 1000 gm, 25 mm. Each 274.00
2.11.4 -do- wt. 1000 gm, 32 mm. Each 275.00
2.11.5 -do- wt. 1200 gm, 40 mm. Each 461.00
2.11.6 -do- wt. 2000 gm, 50 mm. Each 478.00
2.11.7 Each 145.00
Chapter Code No
Synthetic material (PTMT) stop cock of approved quality/make 15 mm.
P & F Sink Cocks of superior quality & approved made:
P & F Push Cock superior quality, of approved make.
Synthetic Material (PTMT) push cock of approved quality/make 15 mm.
P & F Ball Cock (IS:1703 Mark) with Rod & P.V.C. Ball complete :
Synthetic material (PTMT) of approved make 15 mm nominal size.
2.11.8 -do- 20 mm nominal size. Each 198.00
2.11.9 -do- 25 mm nominal size. Each 422.00
2.11.10 -do- 50 mm nominal size. Each 1125.00
S-21
Description Unit Rate (Rs.)
2.12
2.12.1 Each 295.00
2.12.2 -do- with 37 Cm. long pipe and nut. Each 412.00
2.12.3 -do- with 37 Cm. long thread and nut. Each 450.00
2.12.4 Each 171.00
2.13
2.13.1 Each 31.00
2.13.2 -do- up to length 370 mm. Each 36.00
2.13.3 -do- 450 mm. Each 47.00
2.13.4 -do- 600 mm. Each 53.00
2.13.5 Each 42.00
2.13.6 Each 53.00
2.13.7 Each 64.00
Chapter Code No
P & F Inlet Connection (Angle Valves) Superior quality, of approved make, for Wash basin, Gyser etc.
C.P. Inlet connection 15 mm Brass (IS:8931 marked).
Synthetic Material (PTMT) Inlet connection of approved quality/make 15 mm nominal size.
P & F 15 mm. Dia Connection pipe of approved quality/make:
PVC pipe with C.P. Brass nuts up to length 300 mm.
C.P. Brass Pipe with CP Brass nuts upto length 300 mm.
C.P. Brass Pipe with CP Brass nuts upto length 370 mm.
C.P. Brass Pipe with CP Brass nuts upto length 450 mm.
2.13.8 Each 86.00
2.14
2.14.1 C.P. brass push type 15 mm nominal bore. Each 166.00
2.14.2 C.P. brass push type 20 mm nominal bore. Each 323.00
S-22
Description Unit Rate (Rs.)
2.14.3 Each 607.00
2.14.4 C.P. brass push type 32 mm nominal bore. Each 914.00
2.14.5 Each 656.00
2.14.6 C.P. brass push type 32 mm nominal bore. Each 1016.00
2.14.7 Each 535.00
2.14.8 Each 628.00
2.14.9 Each 326.00
2.14.10 CP Brass flush valve 32 mm nominal bore. Each 1472.00
2.15
2.15.1 Gun-metal 15 mm nominal bore. Each 178.00
2.15.2 Gun-metal 20 mm nominal bore. Each 238.00
2.15.3 Gun-metal 25 mm nominal bore. Each 358.00
2.15.4 Gun-metal 32 mm nominal bore. Each 478.00
C.P. Brass Pipe with CP Brass nuts upto length 600 mm.
P & F Flush Cock/Flush Valve (IS:9758 Mark) or WC of approved quality make :
Chapter Code No
C.P. brass push type exposed 25 mm nominal bore.
C.P. brass push type Concealed 25 mm nominal bore.
C.P. brass Half-turn exposed 25 mm nominal bore.
C.P. brass Half-turn concealed 25 mm nominal bore.
Brass / Gun metal Half-turn wt. 1 Kg. of approved quality / make, 25 mm nominal bore.
P & F Full-way valve (IS:778 Mark) or wheel valve of approved make :
2.15.5 Gun-metal 40 mm nominal bore. Each 715.00
2.15.6 Gun-metal 50 mm nominal bore. Each 956.00
2.16
2.16.1 15 mm nominal bore.Horizontal : Each 147.00
Vertical Each 133.00S-23
Description Unit Rate (Rs.)
2.16.2 20 mm nominal bore.Horizontal : Each 196.00
Vertical Each 175.00
2.16.3 25 mm nominal bore.Horizontal : Each 320.00
Vertical Each 245.00
2.16.4 32 mm nominal bore.Horizontal : Each 440.00
Vertical Each 331.00
2.16.5 40 mm nominal bore.Horizontal : Each 600.00
Vertical Each 455.00
2.16.6 50 mm nominal bore.Horizontal : Each 838.00
Vertical Each 686.00
2.17
2.17.1 32 mm nominal bore. Each 1798.00
2.17.2 25 mm nominal bore. Each 1558.00
P & F Gun-metal Non-return Valve or Check Valve (IS:Make) of approved make, superior quality :
Chapter Code No
P & F Flush Valve (Hydraulic) with level complete (IS:9758 Mark) of approved make :
2.18
2.18.1 One Way. Each 250.00
2.18.2 Two Way. Each 338.00
2.18.3 Three Way. Each 387.00
2.18.4 Four Way. Each 470.00
S-24
Description Unit Rate (Rs.)
2.19
2.19.1 One Way. Each 250.00
2.19.2 Two Way. Each 338.00
2.19.3 Three Way. Each 470.00
2.19.4 Four Way. Each 525.00
2.20
2.20.1 C.P. brass spout Each 449.00
2.20.2 (-do-) Extra heavy with flange. Each 551.00
2.21 P & F Mixing Range (15 mm)2.21.1 Each 1260.00
2.21.2 (-do-) with swinging spout casted. Each 1460.00
2.21.3 C.P. sink mixer with swinging spout J-Pipe. Each 1460.00
2.21.4 (-do-) With casted spout. Each 1460.00
2.21.5 C.P. Valve mixer non-telephonic type. Each 1260.00
P & F Oxidised Gas Taps, Bench-type of superior quality and approved make :
Chapter Code No
P & F Chromium plated Swan-neck Laboratory Cock of approved quality / make:
P & F Spouts of superior quality and approved make:
C.P. One hole/close hole basis mixer with casted spout.
2.21.6 Each 2443.00
2.21.7 (-do-) without crutch & telephonic shower. Each 1825.00
2.21.8 Each 2237.00
2.21.9 C.P. Surgical basin mixer elbow action. Each 1886.00
2.21.10 (-do-) with shower (wall type). Each 2741.00S-25
Description Unit Rate (Rs.)
2.22
2.22.1 Each 1557.00
2.22.2 (-do-) Concealed Five-way divertors. Each 1680.00
2.22.3 (-do-) Four way (-do-) Each 1713.00
2.22.4 (-do-) Three way (-do-) Each 1592.00
2.22.5 (-do-) two way with 22 Cm. pipe flange. Each 897.00
2.23
2.23.1 C.P. brass Bidet fittings without Pop-up. Each 2531.00
2.23.2 (-do-) with shower and Pop-up waste. Each 2987.00
2.24
2.24.1 340 Litres water capacity size 90x75x60 cm. Each 540.00
2.24.2 270 Litres water capacity size 90x60x60 Cm. Each 480.00
C.P. Wall mixer telephonic type crutch & telephonic shower.
C.P. Bath-tub mixer without telephonic shower but with crutch.
Chapter Code No
P & F Divertors of superior quality and approved make:
C.P. brass Tip-tone divertor bath spout with mixing valve.
P & F Bidet (IS:2556 Mark) of superior quality and approved make with fittings :
P & F Precast R.C.C. Water Storage Tank with R.C.C. cover 25 mm thick and 15 Cm. Long G.I. over-flow pipe including making connections etc. & hoisting upto 1 M. ht. From ground level having:
2.25
340 Litres water capacity Each 120.00
2.25.2 270 Litres water capacity Each 90.00
S-26
Description Unit Rate (Rs.)
2.26
2.26.1 200 litres capacity. Each 1023.00
2.26.2 300 litres capacity. Each 1535.00
2.26.3 500 litres capacity. Each 2558.00
2.26.4 750 litres capacity. Each 3834.00
2.26.5 1000 litres capacity. Each 5115.00
2.26.6 2000 litres capacity. Each 10230.00
2.26.7 3000 litres capacity. Each 15345.00
2.26.8 5000 litres capacity. Each 25575.00
2.27 Hoisting Charges for each floor :
2.27.1 For items 2.261 to 2.26.4 Each 30.00
2.27.2 For item 2.26 to 2.26.8 Each 60.00
Hoisting Charges of precast R.C.C. water storage tank on each floor :
Chapter Code No
P & F PVC Storage Tank (IS:12701 marked indicating the BIS license No.) of approved make with cover, 25 mm dia 1 M long G.I. over-flow pipe & 25 Cm. long wash out pipe with plug & socket, including making connection etc. complete of approved design.
2.28
2.28.1 15 mm dia. Mtr. 0.80
2.28.2 20 mm dia. Mtr. 1.10
2.28.3 25 mm dia. Mtr. 1.40
2.28.4 40 mm dia. Mtr. 2.20
S-27
Description Unit Rate (Rs.)
2.29
2.29.1 Exposed on Walls2.29.1.1 1216 (16 mm OD) pipe Mtr. 130.00
2.29.1.2 1620 (20 mm OD) pipe Mtr. 157.00
2.29.1.3 2025 (25 mm OD) pipe Mtr. 199.00
2.29.1.4 2532 (32 mm OD) pipe Mtr. 268.00
2.29.1.5 3240 (40 mm OD) pipe Mtr. 351.00
2.30
Providing and fixing Bitumen Paint Coating over G.I. Pipes Complete as per specifications :
Chapter Code No
PE-AL-PE Composite pressure pipes and fittings. Providing and fixing polyethylene Aluminium Polyethylene (PE-AL-PE) Composite Pressure Pipes U.V. stablised with carbon black conforming to ASTMF – 1282 – 1995 for water supply including clamps at one metre spacing cutting and making good the walls etc. (Internal work).
Providing and fixing Polyethylene – Aluminium Polyethylene (PE-AL-PE) composite Pressure Pipes U.V. stablised with carbon black conforming to ASTMF – 1282 – 1995 for water supply including cutting and making good the walls etc.
2.30.1
2.30.1.1 1216 (16 mm OD) pipe Mtr. 155.00
2.30.1.2 1620 (20 mm OD) pipe Mtr. 179.00
2.30.1.3 2025 (25 mm OD) pipe Mtr. 218.00
2.30.1.4 2532 (32 mm OD) pipe Mtr. 283.00
2.30.1.5 3240 (40 mm OD) pipe Mtr. 358.00
S-28
Description Unit Rate (Rs.)
2.31
2.31.1 1216 (16 mm OD) pipe Mtr. 117.00
2.31.2 1620 (20 mm OD) pipe Mtr. 138.00
2.31.3 2025 (25 mm OD) pipe Mtr. 176.00
2.31.4 2532 (32 mm OD) pipe Mtr. 232.00
2.31.5 2532 (40 mm OD) pipe Mtr. 305.00
Note : The pipes are denoted by ID OD eg. 1216=12mm inner dia x 16mm outer dia
Concealed installation including cutting chases and making good the walls etc. complete.
Chapter Code No
Providing and fixing Polyethylene – Aluminium – Polyethylene (PE-AL-PE) Composite Pressure Pipe U.V. stablised with carbon black conforming to ASTMF – 1282 – 1995 for water supply including trenching and refilling etc. (External Work).
CHAPTER No. S-2
WATER SUPPLY INSTALLATION
CHAPTER No. S-3
DRAINAGE / DISPOSAL WORK
Note:1-
2-
3-
Description Unit Rate
3.1
3.1.1 100mm dia Mtr 95.00 95.00
3.1.2 150mm dia Mtr 150.00 150.00
3.1.3 200mm dia Mtr 250.00 250.00
3.1.4 230mm dia Mtr 300.00 300.00
3.1.5 250mm dia Mtr 300.00 300.00
3.1.6 300mm dia Mtr 400.00 400.00
3.1.7 400mm dia Mtr 570.00 570.00
Note :
For laying of S.W. pipes beyond 1.2m depth, earthwork & close timbering or open timbering (as per site conditions) is to be paid extra.
The rates for S.W. pipes are applicable to work executed in soils above sub-soil water level. Extra allowance is to be made for working under sub-soil water level.
Rock cutting wherever required will be paid extra.
Chapter Code No
STONE WARE PIPES & FITTING
Providing Laying & jointing glazed S.W. pipes grade `A` (IS;651 marked) of approved make with spun yarn & stiff mixture of cement mortar 1.1 excavation & refilling of earth in all types of soil upto 1.2m depth, S.W. fittings, including testing of joints etc, complete.
1) If grade 'AA S.W. pipes (IS:651 mark) are used than add 5 %
Description Unit Rate
3.2
3.2.1 100mm dia S.W. Pipe. Mtr 193.00 115.00
3.2.2 150mm dia S.W. Pipe. Mtr 236.00 130.00
3.2.3 200mm dia S.W. Pipe. Mtr 275.00 150.00
3.2.4 230mm dia S.W. Pipe. Mtr 301.00 160.00
3.2.5 250mm dia S.W. Pipe. Mtr 318.00 170.00
3.2.6 300mm dia S.W. Pipe. Mtr 365.00 185.00
3.2.7 350mm dia S.W. Pipe. Mtr 413.00 220.00
3.2.8 400mm dia S.W. Pipe. Mtr 461.00 250.00
3.2.9 450mm dia S.W. Pipe. Mtr 508.00 New
3.3
3.3.1 100mm dia S.W. Pipe. Mtr 92.00 85.00
3.3.2 150mm dia S.W. Pipe. Mtr 149.00 90.00
3.3.3 200mm dia S.W. Pipe. Mtr 175.00 105.00
3.3.4 230mm dia S.W. Pipe. Mtr 192.00 110.00
3.3.5 250mm dia S.W. Pipe. Mtr 203.00 120.00
3.3.6 300mm dia S.W. Pipe. Mtr 235.00 125.00
2) Deduct 5 % if jointing is done in CM 1:3
Chapter Code No
Providing & Laying C.C. 1:5:10 (Stone aggregate 40 mm nominal size) all around S.W. pipe including 15 Cm. thick bed concrete as per Rajasthan P.W.D. specifications : (Width W=Diameter of pipe in Cm+40 Cm.)(Excluding cost of pipe).
Providing & Laying C.C. 1:5:10 (Stone aggregate 40 mm nominal size) upto haunches of S.W. pipes including 150 mm thick bed concrete as per Rajasthan P.W.D. specifications (Width W=Dia of pipe in Cm+40Cm.) concrete width to be reduced from width W at center of pipe to '0' at top of pipe (Excluding cost of pipe).
3.3.7 350mm dia S.W. Pipe. Mtr 267.00 140.00
3.3.8 400mm dia S.W. Pipe. Mtr 301.00 150.00
3.3.9 450mm dia S.W. Pipe. Mtr 332.00 New
Description Unit Rate
3.4
90.00
3.4.1 Size 100x100mm. Each 108.00
3.4.2 Size 150x100mm. Each 118.00 98.00
3.4.3 Size 225 x 150mm Each 156.00 130.00
3.5
3.5.1
Each 515.00 500.00
3.5.2
Each 812.00 800.00
3.6
3.6.1 100mm dia Each 211.00 205.00
3.6.2 150mm dia Each 288.00 280.00
Chapter Code No
Providing & fixing S.W. square mouth Gully trap 'A' grade (ISI marked) of approved make & design in existing man-hole.
P & F Square-mouth gully trap `A` grade (IS :marked) of approved make complete with C.I. grating, frame & Cover masonary chamber in C.M. 1:6, 100mm thick C.C. 1:5:10 base concrete, 40mm thick C.C.M-15 grade coping, 12mm thick cement plaster in CM 1:3 complete as per approved design & type.
Trap size 150 X 100mm, 7.2 Kg. C.I. cover with frame, Internal Chamber size 300 X 300mm.
Trap size 225 X 150 mm, 15 Kg. C.I. cover with frame Internal Chamber size 450 X 450mm.
P & F S.W. Master Trap (Inter-cepting) `A` grade (I.S.: 651 marked) of approved quality/make
3.7
3.7.1 100 & 150 mm dia pipe Mtr 9.00 8.00
Description Unit Rate
3.7.2 200, 230 & 250 mm dia pipe Mtr 9.00 10.00
3.7.3 300 mm dia pipe Mtr 10.00 10.00
3.7.4 350 mm dia pipe Mtr 11.00 11.00
3.7.5 400 mm dia pipe Mtr 12.00 12.00
R.C.C. NON PRESSURE PIPES
3.8
3.8.1 100mm dia Internal. Mtr 145.00 115.00
3.8.2 150mm dia Internal. Mtr 174.00 140.00
3.8.2 200mm dia Internal. Mtr 202.00 160.00
3.8.4 250mm dia Internal. Mtr 277.00 210.00
3.8.5 300mm dia Internal. Mtr 347.00 265.00
3.8.6 450mm dia internal Mtr 514.00 395.00
3.8.7 500mm dia internal Mtr 598.00 460.00
3.8.8 600mm dia internal Mtr 780.00 600.00
Labour charges for Removing S.W. pipes including breaking of joints & bed concrete, stacking of useful material at site within 50 Mtr. lead and disposal of unserviceable material within 0.5 Km. lead :
Chapter Code No
Providing Laying & Jointing R.C.C. class NP-2 Non-Pressure pipes (IS:458 mark) of approved make with collars, jointed with C.M. 1 : 2 or having Spigot and socket ends with flexible rubber rings joint including testing of joints etc. complete
3.8.9 700mm dia internal Mtr 1053.00 810.00
3.8.10 800mm dia internal Mtr 1222.00 940.00
3.8.11 900mm dia internal Mtr 1495.00 1150.00
Description Unit Rate
SAND-CAST IRON SOIL, WATER & RAIN WATER PIPES
3.9
3.9.1 50 mm dia Mtr 285.00 252.00
3.9.2 75 mm dia Mtr 367.00 325.00
3.9.3 100 mm dia Mtr 423.00 374.00
3.9.4 150 mm dia Mtr 794.00 710.00
3.10
3.10.1 75mm dia 0.88Kg pig lead Each 79.00 70.00
3.10.2 100mm dia 0.98Kg pig lead Each 90.00 80.00
3.10.3 150mm dia 1.48Kg pig lead Each 102.00 90.00
Offset Socket Cowel
3.11
3.11.1 50mm dia With out Door Each -- 86.00 -- 125.00
.
Chapter Code No
P & F Sand-cast Iron (S.C.I.) pipe (IS:1729 Mark) of approved make in wall or in floor with M.S. holder bat clamps in 10x10x10 Cm. M-15 grade concrete blocks, joints filled with CM 1:4 with spun yarn including cutting holes and making good the wall
Add extra for Lead caulked joints (IS:782-1978) in sand cast iron pipes/spun.
Double Door Y/Tee
P & F S.C.I. Fittings (IS:129 mark) in CM 1:4 with Spum yarn
3.11.2 75mm dia With out Door Each 234.00 109.00 320.00 152.00
3.11.3 100mm dia With out Door Each 265.00 121.00 468.00 172.00
3.11.4 150mm dia With out Door Each -- 218.00 -- 702.00
3.11.5 50mm dia With Door Each -- -- -- --
3.11.6 75mm dia With Door Each -- -- -- --
3.11.7 100mm dia With Door Each -- -- -- --
3.11.8 150mm dia With Door Each -- -- -- --
Description Unit Rate
3.12
3.12.1 Size 100x100 mm. Each 261.00 225.00
3.12.2 Size 100x75 mm. Each 205.00 180.00
3.12.3 Size 100x50mm Each 194.00 170.00
3.13Each 333.00 287.00
3.14
Each 104.00 90.00
3.15Each 70.00 60.00
3.16
3.16.1 50mm dia Mtr. 60.00 55.00
Chapter Code No
P & F Sand-cast Floor trap (Nahni) of (IS:1729 Mark) of approved quality / make with socket down or hinged grating including cutting and making good the floor.
P & F Sand-cast Iron 'P' or 'S' Trap (IS:1729 make) of approved make.
Labour charges for making connection of sewer line through main hole.
Making connection with existing G.I. pipes lines of all sizes.
ASBESTOS CEMENT (A.C.) SOIL VENT & RAIN WATER PIPESP & F on wall face A.C. pipes (IS:1626 part – I mark) of approved make with wooden plugs and M.S. clamps, jointing with spun yarn soaked in bitumen and C.M. 1:2 complete including making good the wall :
3.16.2 75mm dia Mtr. 66.00 60.00
3.16.3 100mm dia Mtr. 71.00 65.00
3.16.4 150mm dia Mtr. 95.00 85.00
Note:
Description Unit Rate
Cowel Socket Offset Shoe Shoe
3.17
3.17.1 50mm dia Each 25.00 11.00 30.00 15.00 18.00
3.17.2 75mm dia Each 30.00 12.00 36.00 17.00 20.00
3.17.3 100mm dia Each 36.00 13.00 50.00 20.00 24.00
3.17.4 150mm dia Each 48.00 18.00 52.00 27.00 32.00
3.18
Mtr. 6.00 5.00
deduct 5%, if MS clamps are not used in sand cast iron/AC pipes.
Chapter Code No
P & F A.C. fittings (IS:1626 Part-I mark) of approved quality/make with spun yarn socked in bitumen & CM 1:2
Labour charges for removing C.I./A.C. pipes of all sizes including accessories with care and stacking of useful material.
RIGID PVC SOIL, WASTE & RAIN WATER (SWR) PIPES
3.19
3.19.1 63mm dia Mtr. 87.00 75.00
3.19.2 75mm dia Mtr. 104.00 90.00
3.19.3 110mm dia Mtr. 162.00 140.00
3.19.4 160mm dia Mtr. 209.00 180.00
Description Unit Rate
75mm dia
3.20
3.20.1 Coupler Each 51.00 209.00 64.00
3.20.2 Reducer 110x75mm Each 58.00 58.00 64.00
3.20.3 Plain Tee Each 75.00 75.00 122.00
3.20.4 Door Tee Each 128.00 128.00 139.00
3.20.5 Door Y Each 122.00 122.00 151.00
3.20.6 Double Y Each 128.00 128.00 203.00
3.20.7 Double Door Y Each 151.00 151.00 255.00
3.20.8 Bend 45 Each 52.00 52.00 232.00
3.20.9 Bend 87.5 Each 65.00 65.00 104.00
3.20.10 Door Bend (top side) Each 87.00 87.00 101.00
3.20.11 Door bend (left &right) Each 104.00 104.00 128.00
3.20.12 Vent Cowel Each 29.00 29.00 36.00
3.20.13 Socket plug Each 44.00 44.00 52.00
P&F rigid PVC Pipe (IS:4985 mark) class II(4 Kg. /Cm.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant
Chapter Code No
75mm dia
110mm diaP&F rigid PVC pipe fittings (IS:
4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant:
3.20.14 Door Cap Each 29.00 29.00 41.00
3.20.15 Pipe clip Each 17.00 17.00 23.00
3.20.16 WC connector with lipring Each … 139.00
3.20.17 WC connector bent type Each … 145.00
3.20.18 Plain floor trap Each … 151.00
3.20.19 Multi floor trap Each … 174.00
3.20.20 Height raised Each … 139.00
3.20.21 Top tile & straine Each … 52.00
3.20.22 Top Tile only Each … 41.00
3.20.23 P-Trap Each … 249.00
3.20.24 Q-Trap Each … 278.00
3.20.25 S-Trap Each … 348.00
3.20.26 Ring fitting Each … 70.00
3.20.27 Gully Trap Each … 365.00
Description Unit Rate
3.21
3.21.1 Depth upto 0.5mtr Each 1740.00 1500.00
3.21.2
Each 116.00 100.00
Chapter Code No
Construction of manhole in all type of soil inner size 90 X 60 Cm. thick masonry in CM 1:6, 10 Cm. thick cement concrete 1:5 10 in foundation, 20 mm thick inside plaster in CM 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring,making channels, 80mm thick stone slab covering with 40mm thick M-15 grade C.C.flooring , 25 Kg. CI cover with frame of 40mm dia, earthwork etc. complete as per design including disposal of surplus earth within 50 mtr. lead.
Add extra over item 3.21.1 for every addl. 0.10mtr depth above 0.5m depth.
3.22
3.22.1 Depth upto 1.5mtr Each 7076.00 6100.00
Each 325.00 280.00
Description Unit Rate
3.23
3.23.1Each 348.00 300.00
3.23.2
Each 731.00 630.00
3.23.3
Each 928.00 800.00
3.23.4 -do- depth upto 0.5mtr to 1.0mtrEach 1183.00 1020.00
Construction of Man hole, in all types of soil inner size 1.5 x 1.2 M, with, 450mm thick masonry in CM 1:6, 10 Cm. thick cement concrete 1:5:10 in foundation, 20mm thick inside plaster in CM 1:6, finished with floating neat cement, 50 mm thick M-15 grade C.C. flooring making channels, 80 mm thick stone slab covering with 40 mm thick M-15 grade C.C. flooring, 38 Kg. C.I. cover with frame of 450mm dia, earthwork etc. complete including disposal of surplus earth within 50 mtr. lead as per design :
Chapter Code No
Construction of chamber in all type of soil with 300 mm thick masonry in Cm 1:6 m 100mm thick C.C. 1:5:10 in foundation, 20mm thick insider plaster in Cm 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring , earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr.
Inside size 300x300mm depth upto 0.5m & 5Kg C.I. cover with frame
-do- size 450 x 450mm upto depth of 0.5m & 15Kg CI cover with frame
-do- size 600x450mm upto depth of 0.5m & 38Kg CI cover with frame
3.24
3.24.1Each 7000.00
6000.00
3.24.2Each 6500.00
5500.00
3.24.3Each 5000.00
4000.00
Description Unit Rate
3.25
3.25.1
Mtr. 1920.00 1600.00
3.25.2Mtr. 3240.00 2700.00
Construction of soakage well in all type of soil 300 mm thick dry masonry top and bottom 300 mm course in CM 1:6, 80 mm thick stone slab, jointing of slab in CM 1:3, Ralthal, Kharanja, 40 mm thick M-15 grade C.C. flooring, earth work complete as per approved drawing including disposal of earth within a lead of 50 mtr. :
Size 300 Cm. dia outside & 300 Cm. depth.
Size 300 Cm. dia outside & 240 Cm. depth.
Size 240 Cm. dia outside & 240 Cm. depth.
Chapter Code No
Construction of soakage Trench in all types of soil of with 300 mm thick dry stone masonry, 80 mm thick stone slab covering, jointing of slab in CM 1:3 Ralthal, Kharanja, 40 mm thick M-15grade C.C. flooring earthwork etc. complete as per approved drawing including disposal of earth within a lead of 50 Mtr.:
Top width 180 Cm., bottom width 90 Cm. & depth 240 Cm
Top width 240 Cm., bottom width 150 Cm. & depth 300 Cm
3.26
3.25.1 Inner dia 90cm & 10 to 12 mtr deep Each 1800.00 1500.00
3.25.2 Inner dia 60cm & 10 to 12 mtr deep Each 1680.00 1400.00
3.27
Mtr. 54.00 45.00
3.28Cum 216.00 180.00
Description Unit Rate
Construction of soakage well in all types of soil of approved drawing, top 90cm portion in 450mm thick masonry with CM 1:6, 80mm thick stone slab covering, jointing of slab in CM 1:3, Ralthal, Kharanja 40mm thick M-15 grade C.C. flooring, earth work etc. complete incl. disposal of surplus earth within alead of 50mtr
Labour charges for construction of soakge well of 90cm dia (earth work & its disposal with in a lead of 0.5km only)
Add extra if soakge well is filled wth dry stone
Chapter Code No
3.29
3.29.1 Size 200x100x130cm (for 10users) Each 9240.00 7700.00
3.29.2 Size 230x110x150cm (for 20users) Each 12600.00 10500.00
3.29.3 Size 400x140x150cm (for 50users) Each 20040.00 16700.00
3.30
Cum 144.00 120.00
3.31
Sqm 156.00 130.00
3.32
Each 120.00 100.00
Construction of septic tank in all type sof soil with 40cm thick masonry in CM 1:6 15cm thick CC bed of 1:5:10 M-15 grade CC flooring & over stone slab covering, 80mm thick slab jointing of slab in CM 1:3, Ralthal, Kharanja, 50mm thick stone partiton walls, 20mm thick plaster in CM 1:6 finished with neat floating cement, 4Nos C.I. foot rests of approved design, two No. 450mm dia 25Kg each C.I. cover with frame, earth work etc. complete as per approed drawing incl. disposal of surplus earth wtihin a lead of 50mtr.
Note : Add or substract proportionately for every 0.5m increase or decrease in length 12.5% Breadth & Depth 18% each.
Emptying of septic tank soakge well etc. by disposting or sludge upto 50mtr lead & taking out sewage incl. cleaning of site.
Add extra if RCC slab of designed thickness & reinforcement is proivded on manhole in place of stone slab ( actual area of RCC slab to be measured).
P&F M.S. foot rests in with CM 1:3 standard design in 20mm square MS bar 50mm embedded in wall & 10cm projected out complete.
Description Unit Rate
3.33
Kg. 17.40 14.50
3.34
3.34.1
Each 600.00 500.00
3.34.2
Each 1080.00 900.00
3.34.3Each 1500.00 1250.00
3.34.4Each 1980.00 1650.00
3.34.5
Each 828.00 690.00
3.35
3.35.1 Size 500mm dia (double seal) Each 216.00 180.00
3.35.2 Size 450mm dia Each 192.00 160.00
3.35.3 Size 400mm dia Each 144.00 120.00
3.35.4 Size 600x600mm (Double seal) Each 330.00 275.00
3.35.5 Size 600x450mm Each 276.00 230.00
3.35.6 Size 450x450mm Each 210.00 175.00
3.35.7 Size 300x300mm Each 66.00 55.00
3.35.8 Size 250x250mm Each 54.00 45.00
3.35.9 Size 180x180mm Each 48.00 40.00
Chapter Code No
Supplying and fixing C.I. cover with frame, CI grating for chambers & man holes.
Supplying and fixing Ferro cement cover with CI frame for chamebrs & man holes of size
450mm dia 5Kg CI frame to with stand 3 MT center point load & minimum unfractured load of 1 MT (Light duty)
500mm dia 12Kg -do- 15MT centre point load (medium duty)
500mm dia 22Kg -do- 22 MT cenetre point load (Heavy duty)
500mm dia 25Kg -do- 70MT centre point load seal type (Heavy duty)
Rectagular shape 600x450mm, to withstand 3 MT center point load & minimum unfractured load of 1MT (light duty)
S&F RCC Manholes covers with frame of approved make (Light duty)
Description Unit Rate
3.36
3.36.1 112 mm drain, 225 mm Av. depth. Mtr. 277.00 135.00
3.36.2 150mm drain, 225 mm Av. depth. Mtr. 170.00 145.00
3.36.3 250mm drain 300mm av. Depth Mtr. 225.00 190.00
3.37
3.37.1Mtr. 210.00 175.00
3.37.2Mtr. 258.00 215.00
3.37.3Mtr. 420.00 350.00
3.38Mtr. 24.00 20.00
Chapter Code No
Construction of Open Surface Drain with 112 mm thick brick masonary in CM 1:4, 110mm thick base concrete 1:5:10, 37mm thick M-15 grade C.C. flooring, 12 mm 1:4 cement plaster on all exposed face of walls including top surface excavation & disposal of earth complete as per approved design/drawing:
Construction of Open Surface Drain with 112 mm thick brick masonary in CM 1:4, Semi circular SW glazed channel (conforming to IS Standards) fixed with cement mortar 1:1 over a bed of 100mm thick C.C. 1:5:10, filling of edged with M-15 grade CC flooring 12mm cement plaster 1:4, over all exposed faces, excavation & disposal of earth with in a lead of 50mtr complete as per approved drawings:
112 mm drain, 225 mm Av. depth. Width 10cm S.W. glazed channel
150mm drain, 225 mm Av. Depth 15cm S.W. glazed channel.
250mm drain 225mm av. Depth width 250cm S.W. glazed channel.
Extra for additional 5cm Average depth of drain of all sizes.
Description Unit Rate
3.39
3.39.1 40mm thick Sqm 300.00 250.00
3.39.2 Upto 60mm thick Sqm 372.00 310.00
3.39.3 Upto 80mm thick Sqm 456.00 380.00
3.40
3.40.1 CP Brass grating Each 96.00 80.00
3.40.2 CP Brass doom grating Each 102.00 85.00
3.40.3 C.I. Grating Each 84.00 70.00
3.40.4 Stainless Steel sheet grating Each 96.00 80.00
3.40.A
3.40.A.1 C.P. Brass Grating Each 144.00 120.00
3.40.A.2 C.P. Doom Grating Each 162.00 135.00
Chapter Code No
P&F precast dense cement concrete (Vibro-pressed) drain section blcok of different size as per approved draiwng and design and strength as per IS code 2185 part I of grade `D' (5.00mm)2 proper quality of additive/ admixture like plasticizer etc. added to produce high quality and durable drains ection Blocks of `L' shape `U' shape etc. as per approved design and drawing complete with fixing and joining in CM 1:4 in proper grade and level complete in all respect incl. earth work and disposal of surplus earth within 0.5Km lead (Cost of steel/ welded mesh etc. shall be paid extra).
Construction of Cement concrete chamber 125mm dia.
Construction of Cement concrete chamber 125mm dia on depressed floor upto 45cm height from floor with :
3.40.A.3 C.I. Grating Each 132.00 110.00
3.40.A.4 Stainless Steel Sheet Grating Each 144.00 120.00
Description Unit Rate
3.41
3.41.1 75mm dia Mtr. 678.00 565.00
3.41.2 100mm dia Mtr. 798.00 665.00
3.41.3 150mm dia Mtr. 1428.00 1190.00
3.42
Offset Socket
3.42.1 75mm dia w/o door Each 396.00 172.00 400.00 480.00
3.42.1 100mm dia w/o door Each 449.00 258.00 500.00 600.00
3.42.2 150mm dia w/o door Each - 458.00 1350.00 1620.00
3.42.3 75mm dia with door Each - - - -
3.42.4 100mm dia with door Each - - - -
3.42.5 150mm dia with door Each - - - -
3.43
Chapter Code No
SPUN-CENTRIFUGALLY CAST IRON SOIL WATER & RAIN WATER PIPES:
Providing and fixing Spun-Centrifugally Cast Iron Pipes (IS: 3989 Mark) of approved make in wall or in floor with MS holder bat clmaps in 10x10x10cm M-15 Grade concrete blocks joints filled with CM 1:4 with spun yarn including cutting holes and making good the wall:
Providing and fixing Spun-Centrifugally Cast Iron Pipes (IS: 3989 Mark) in CM 1:4 with Spun yarn.
D/DoorY-Tee
D/Door Y/Tee
Providing and fixing Spun-Cast Iron floor trap (Nahani) of (IS:3989 Mark) approved/ quality make with socket down or hinged grating including cutting and making good the floor :
3.43.1 Size 100x100mm Mtr. 540.00 per mtr. 450.00
3.43.2 Size 100x75mm Mtr. 510.00 per mtr. 425.00
Description Unit Rate
3.44
3.45
3.45.1 75mm dia Mtr. 120.00 100.00
3.45.2 110mm dia Mtr. 240.00 200.00
3.46
75mm dia 75mm dia 110mm dia
3.46.1 Coupler Each 48.00 0.00 72.00
3.46.2 Repair Coupler Each 51.00 0.00 82.00
3.46.3 Single Push Fit Coupler Each 49.00 0.00 85.00
3.46.4 Bend 87.5 Dg. Each 63.00 0.00 103.00
3.46.5 Bend 45 Dg. Each 52.00 0.00 88.00
3.46.6 Door Bend 87.5Dg. Each 82.00 0.00 129.00
3.46.7 Single `Y' Each 96.00 0.00 184.00
3.46.8 Single `Y' with Door Each 124.00 0.00 231.00
3.46.9 Double Y Each 131.00 0.00 235.00
3.46.10 Double Y with Door Each 198.00 0.00 304.00
3.46.11 Socket Plugs Each 41.00 0.00 51.00
3.46.12 Pipe Clip Each 13.00 0.00 20.00
3.46.13 Double tee with door Each 223.00 0.00 380.00
Chapter Code No
Add 10% extra over itemNo.3.41 if the pipes are laid under suspended condition under the roof.
Providing and fixing unplasticized Poly Vinyl Chloride (UPVC) SWR pipes type `B' for sciland waste dischareg system (IS : 13592: 1992 marked) of approved quality/ make.
Providing and fixing unplasticized Poly Vinyl Chloride (UPVC) SWR pipes type `B' for sciland waste dischareg system (IS : 13592: 1992 marked) of approved quality/ make.
3.46.14 WC Connector Each - -- 144.00
3.46.15 WC connector (Bend) with ring Each - -- 151.00
Description Unit Rate
75mm dia 75mm dia 110mm dia
3.46.16 Single Tee Each 79.00 0.00 140.00
3.46.17 Single Tee with Door Each 90.00 0.00 161.00
3.46.18 Double Tee (4 ways) Each 142.00 0.00 245.00
3.46.19 Multi Floor Trap Each - -- 160.00
3.46.20 Offset Each - -- 188.00
3.46.21 Extra Square Jali Each - -- 26.00
3.46.22 Extra Round Jali Each - -- 17.00
3.46.23 Extra 4 SWR Ring Each 9.00 0.00 12.00
3.46.24 Gully Trap 160mm Each - -- 456.00
3.46.25 Nahni Trap with Jali 4" Each - -- 114.00
3.46.26 Nahni Trap without Jali 4" Each - -- 100.00
3.46.27 Nahni Trap with Jali 3" Each - -- 101.00
3.46.28 Nahni Trap without Jali Each - -- 89.00
3.46.29 Vent Cowel 75mm Each - -- 32.00
3.46.30 Vent Cowel 100mm Each - -- 39.00
3.47
3.43.1 Rectangular manhole 90x60cm Each 582.00
3.43.2 Rectangular manhole 150x120cm Each 908.00
Chapter Code No
Raising manhole cover and frames slab to reqd. level incl. dismantling existing slab and making godo the damage as reqd. (raisign depth of manhole masonry to be paid separately).
S-29
CHAPTER No. S-3
DRAINAGE / DISPOSAL WORK
### Mtr 95
### Mtr 150
### Mtr 250
### Mtr 300
### Mtr 300
### Mtr 400
### Mtr 570
S-30
### Mtr 193
### Mtr 236
### Mtr 275
### Mtr 301
### Mtr 318
### Mtr 365
### Mtr 413
### Mtr 461
### Mtr 508
### Mtr 92
### Mtr 149
### Mtr 175
### Mtr 192
### Mtr 203
### Mtr 235
### Mtr 267
### Mtr 301
### Mtr 332S-31
### 0.0 0
### Each 118
### Each 156
### Each 515
### Each 812
### Each 211
### Each 288288
### Mtr 9S-32
### Mtr 9
### Mtr 10
### Mtr 11
### Mtr 12
### Mtr 145
### Mtr 174
### Mtr 202
### Mtr 277
### Mtr 347
### Mtr 514
### Mtr 598
### Mtr 780
### Mtr 1053
### Mtr 1222
### Mtr 1495
S-33
### Mtr 285
### Mtr 367
### Mtr 423
### Mtr 794
### Each 79
### Each 90
### Each 102
Tee Bend
187.00 121.00 --
Door Cross
218.00 164.00 390.00
265.00 196.00 437.00
-- 437.00 --
203.00 140.00 --
234.00 172.00 --
274.00 218.00 --
780.00 452.00 --
S-34
### Each 261
### Each 205
### Each 194
### Each 333
### Each 104
### Each 70
### Mtr. 60
### Mtr. 66
### Mtr. 71
### Mtr. 95
S-35
30.00 40.00 25.00 30.00
36.00 42.00 29.00 31.00
42.00 48.00 31.00 42.00
72.00 -- 48.00 66.00
20% 6.0 0
With door Bend
With door Tee
With out door Bend
With out door Tee
16% 87.0 0
16% 104.0 0
16% 162.0 0
16% 209.0 0
S-36
S-37
### Each 1740
### Each 116
### Each 7076
### Each 325
S-38
### Each 348
### Each 731
### Each 928
### Each 1183
### 0.0 0
### 0.0 0
### 0.0 0
S-39
### Mtr. 1920
### Mtr. 3240
### Each 1800
### Each 1680
### Mtr. 54
### Cum 216
S-40
### Each 9240
### Each 12600
### Each 20040
### Cum 144
### Sqm 156
### Each 120
S-41
### Kg. 17.4
### Each 600
### Each 1080
### Each 1500
### Each 1980
### Each 828
### Each 216
### Each 192
### Each 144
### Each 330
### Each 276
### Each 210
### Each 66
### Each 54
### Each 48
S-42
### Mtr. 277
### Mtr. 170
### Mtr. 225
### Mtr. 210
### Mtr. 258
### Mtr. 420
### Mtr. 24
S-43
### Sqm 300
### Sqm 372
### Sqm 456
### Each 96
### Each 102
### Each 84
### Each 96
### Each 144
### Each 162
### Each 132
### Each 144S-44
### Mtr. 678
### Mtr. 798
### Mtr. 1428
Bend Cowel Tee
251.00 607.00 240.00 438.00
353.00 796.00 402.00 542.00
805.00 1188.00 690.00 1081.00
290.00 276.00 - 481.00
370.00 820.00 - 578.00
818.00 1199.00 - 1189.00
Door Cross
20% 540.0per mtr.
20% 510.0per mtr.S-45
### Mtr. 120
### Mtr. 240
S-46
S-47
CHAPTER No. S-4
TUBE WELL
Description Unit Rate
4.1
4.1.1 100 mm dia nominal bore. Mtr. 231.00 210.00 ### Mtr.
4.1.2 125 mm dia nominal bore. Mtr. 264.00 240.00 ### Mtr.
4.1.3 150 mm dia nominal bore. Mtr. 286.00 260.00 ### Mtr.
4.2
4.2.1 100 mm dia Nominal bore. Mtr. 313.50 285.00 ### Mtr.
4.2.2 125 mm dia Nominal bore. Mtr. 363.00 330.00 ### Mtr.
4.2.3 150 mm dia Nominal bore. Mtr. 550.00 500.00 ### Mtr.
Chapter Code No
Construction of tube-well from ground level and upto 100 Meter depth and above sizes in all types of soils in alluvium strata by "bailing" method and without gravel packing as per IS:2800(Part-I & II) 1979 specifications (The work includes formation of cavity well at bottom by development with appropriate air compressor or bailer pumping and also lowering of casing pipe but excluding cost of the casting pipe. The tube-well should have a throughout bore as per nominal bore of casing pipe. The work would be completed after obtaining sand free water.).
Construction of Tube-well upto 100 Meter depth and above in all type of rocks by DTH system and over burden, to accommodate casing pipe of following sizes in all types of soils and over burden including lowering of casing pipes, but excluding cost of casing pipes as per IS:2800 (Part I & II) 1979 specifications. The work would be completed after obtaining sand free water. The tube well should have a throughout bore as per nominal dia of casing pipe :
4.2.4 200 mm dia Nominal bore. Mtr. 825.00 750.00 ### Mtr.
S-48
Description Unit Rate
4.3
4.3.1 150 mm Nominal bore. R. Mtr. 1320.00 ### ### R. Mtr.
4.3.2 200 mm Nominal bore. R. Mtr. 1650.00 ###
4.3.3 250 mm Nominal bore. Mtr. 1980.00 ### ### Mtr.
4.4
Hr. 495.00 450.00 ### Hr.
4.5
Rate
4.5.1 100 mm nominal bore Mtr. 100.00 114.30 5.00 13.48 523.00
4.5.2 125 mm nominal bore Mtr. 125.00 141.30 5.00 16.80 650.00
Chapter Code No
Construction of tube-well from ground levels and upto 100 Meter depth and above to accommodate housing and assembly pipe of following sizes in all types of alluvium strata by percussion / rotary drilling method and with gravel as per IS:4097-1967 and packing as per IS:2800 (Part I & II) 1979 as amended upto date (the work includes the cost of gravel & its primary packing and packing during development, lowering of housing & strainer assembly pipes, with supply and wrapping of coir rope, wherever necessary, for arresting fine sand particles. The work will not include cost of housing pipe and strainer pipe assembly and development work, but work would be completed after obtaining sand free water).
Development of tube well as per IS specification using suitable compressor to give and free water for required yield of the gravel packed tube well.
Supply of ERW M.S. black casting pipe ISI marked (IS:4270/1992) of grade Fe 410 of following sizes at site of work.
Nominal bore of pipe
(mm)
Outside dia of pipe (mm)
Thick-ness of
pipe (mm)
Mass of plane tube
(Kg./m)
4.5.3 150 mm nominal bore Mtr. 150.00 168.30 5.00 20.13 850.00
4.5.4 200 mm nominal bore Mtr. 200.00 219.00 5.40 28.46 1250.00
4.5.5 250 mm nominal bore Mtr. 250.00 273.00 7.10 46.57 1797.00
S-49
Description Unit Rate
4.6
4.6.1 150 mm Nominal Bore. Mtr. 950.00 950.00 0% Mtr.
4.6.2 200 mm Nominal Bore. Mtr. 1300.00 ### 0% Mtr.
4.6.3 250 mm Nominal Bore. Mtr. 1910.00 ### ### Mtr.
4.7
Each. 6930.00 ### ### Each.
4.8
4.8.1 100mm dia. Each 154.00 140.00 ### Each
4.8.2 125mm dia. Each 187.00 170.00 ### Each
4.8.3 150mm dia. Each 231.00 210.00 ### Each
4.8.4 200mm dia. Each 308.00 280.00 ### Each
4.8.5 250mm dia. Each 330.00 300.00 ### Each
4.9
Each. 220.00 200.00 ### Each.
4.10
Each. 9900.00 ### ### Each.
Chapter Code No
Supply of strainer pipes made of ERW M.S. black pipe ISI mark of following sizes at the site of work including required size of slotting as per IS:8110-1985.
Testing vertically of tube-well be plumbing system and yield test and draw down test by pumping system as per IS:2800 (Part-II) 1979.
S & F tube well cover of tube well cover of M.S. sheet (6mm thick) with nuts and bolts complete for casing size :
S & F M.S. clamp, set of 50x6mm flat from ion with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set.
Supply of 50mm dia G.I. medium class pipe (each length 5.8 m to 6.0 m) tripod as per drawing and design with chain pulley of 3 Mt. capacity.
4.11
Each. 3080.00 ### ### Each.
S-50
Description Unit Rate
4.12
Mtr. 187.00 170.00 ### Mtr.
4.13.1
Each. 770.00 700.00 ### Each.
4.13.2
Each. 2420.00 ### ### Each.
4.14
Each. 7150.00 ### ### Each.
4.15
Mtr. 154.00 140.00 ### Mtr.
Installation of submersible motor pump set in Tube-well/open well complete (labour charges only) including transportation of tripod chain pulley black & any other material required for lowering purpose.
Chapter Code No
P & F 60 Cm. wide M.S. ladder in open well made of flat iron 32x5mm and 10mm dia bars @ 200mm c/c with angle iron hold fasts at suitable interval complete as per drawing.
Installation of Indian mark II hand pump set, complete on existing plate form.
Construction of 185 Cm. dia plate form as per approved design and drawing of UNICEF.
Supplying of India mark II hand pump set complete ISI marked with cylinder and ten connecting rods etc. ISI.
Supplying and installation of 32 mm dia G.I. pipe medium class ISI marked in 3m length including all accessories and fittings required for installation of hand pump.
4.16
4.17
S-51
Description Unit Rate
4.18
4.19
4.20
4.20.1 B Class 50 mm dia. Mtr. 187.00 170.00 ### Mtr.
4.20.2 B Class 75 mm dia. Mtr. 308.00 280.00 ### Mtr.
4.20.3 B Class 100 mm dia. Mtr. 484.00 440.00 ### Mtr.
Supplying and installation of submersible pumping motor pump sets I.S.I. Marked (IS:8034-1989) of approved make like K.S.B., KIRLOSKAR, calama etc. or equivalent, making connection suitable for T.W./D.C.B./Open well. The job includes screwing and welding of flanges on G.I. riser pipes, installation of complete fitting and accessories with riser pipes, jointing of electrical cables and other connections making switch board electrical conections, all labour for testing of submersible pump set and supply of water to water mains, complete in all respect (refer Electrical ESR).For item of earthing refer to Electrical BSR
Chapter Code No
For item of submersible cable refer to Electric BSR
Item of panel board if required shall be as per design and specification approved by the Engineer-In-Charge as per the requirement.
Providing & lowering of G.I. Pipes, flange pipe including rubber washer and nuts of 8 mm dia complete in all respect I.S.I. Make.
4.21
3850.00 ### ###
Un-lowering of submersible pump set with all piping from a tube-well / open-well complete (labour charge only) including transportation of tripod, chain, pulley-block and other materials required and lowering of repaired/new pump in the tube-well / open-well complete in all respect.
EachJob
EachJob
CHAPTER No. S-4
TUBE WELL
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