STONE WORKS



BASIC RATES (SH: 7.0  STONE WORK)
Code No Description Unit Rate
0011 Hire charges of Pump set of capacity 4000 litres/hour day 700.00
0100 Bandhani day 617.00
0101 Bhisti day 617.00
0102 Blacksmith 1st class day 738.00
0103 Blacksmith 2nd class day 679.00
0112 Carpenter 2nd class day 679.00
0114 Beldar day 558.00
0115 Coolie day 558.00
0116 Fitter (grade 1) day 738.00
0123 Mason (brick layer) 1st class day 738.00
0124 Mason (brick layer) 2nd class day 679.00
0125 Mason (for plain stone work) 2nd class day 679.00
0126 Mason (for ornamental stone work) 1st class day 738.00
0139 Skilled Beldar (for floor rubbing etc.) day 617.00
0367 Portland Cement (OPC-43 Grade) tonne 4940.00
0373 Cramp Gun metal 25x6x300 mm each 80.00
0873 Copper pins 6 mm dia 7.5 cm long each 10.00
1002 Mild steel round bar 12 mm dia and below quintal 4500.00
1007 Structural steel such as tees, angles channels and R.S. joists quintal 4600.00
1034 Bolts and nuts up to 300 mm in length quintal 4800.00
1154 Through and bond stone 100 Nos 5000.00
1157 Stone for masonry work cum 1100.00
1160 Red sand stone block 10 cudm 79.00
1161 White sand stone block 10 cudm 205.00
1163 White sand stone slab 75 mm thick (un-dressed) sqm 900.00
1164 Red sand stone slab 40 mm thick (un-dressed) sqm 200.00
1165 White sand stone slab 40 mm thick (un-dressed) sqm 200.00
1166 Red sand stone slab 30 mm thick (un-dressed) sqm 200.00
1169 Kota stone slab 25mm thick (rough chiseled) sqm 301.00
1197 Second class kail wood in scantling 10 cudm 260.00
1215 Welding by electric plant cm 2.00
1225 Mild steel flat strap fitting quintal 4120.00
1237 Cutting marble or sand stone slab up to 50 mm thick by mechanical device metre 10.00
2204 Carriage of Timber cum 118.59
2215 Carriage of Soling stone & masonry stone cum 122.08
2216 Carriage of Stone blocks white & red sand stone & kota stone slab tonne 92.24
2302 Carriage of G.I. sheet and accessories tonne 92.24
2750 8 mm thick granite stone tiles (mirror polished of all shades) sqm 700.00
4009 Mild steel tubes hot finished welded type kg 57.00
7339 Stainless steel cramp kg 290.00
7439 8mm thick (mirror polished tiles machine cut edge) Raj Nagar white sqm 500.00
8683 Red sand stone gang saw cut 30 mm thick sqm 425.00
8684 White sand stone gang saw cut 30 mm thick sqm 560.00
8698 Stainless steel cramps(weight 260 grams) with nuts, bolts and washer for dry stone cladding each 100.00
9977 Carriage L.S. 2.00
9999 Sundries L.S. 2.00

 

Code No Description Unit Rate
  RANDOM RUBBLE MASONRY    
7.1 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :    
  7.1.1 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 6120.80
7.2 Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like.    
  7.2.1 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 7489.95
7.4 Extra for random rubble masonry with hard stone in :    
  7.4.1 Square or rectangular pillars cum 728.50
  7.4.2 Circular pillars cum 2025.50
7.5 Extra for random rubble masonry with hard stone curved on plan for a mean radius not exceeding 6 m. cum 804.45
  COURSED RUBBLE MASONRY    
7.6 Coursed rubble masonry (first sort) with hard stone in foundation and plinth with :    
  7.6.1 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 7312.15
7.7 Coursed rubble masonry (second sort) with hard stone in foundation & plinth with :    
  7.7.1 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 6805.25
7.8 Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level and upto floor five level.    
  7.8.1 Masonry work (first sort), in cement mortar 1:6 (1 cement : 6 coarse sand) cum 8718.00
  7.8.2 Masonry work (second sort), in cement mortar 1:6 (1 cement: 6 coarse sand) cum 8211.10
7.10 Extra for coursed rubble masonry with hard stone (first or second sort) in:    
  7.10.1 Square or rectangular pillars cum 603.15
  7.10.2 Circular pillars cum 2301.65
7.11 Extra for coursed rubble masonry with hard stone (first or second sort) curved on plan for a mean radius not exceeding 6 m. cum 875.35
  A SHLAR MASONRY    
7.12 Stone work in plain ashlar in super structure upto floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade :    
  7.12.1 One face dressed    
  7.12.1.1 Red sand stone cum 47132.00
  7.12.1.2 White sand stone cum 69604.00
  7.12.2 Both face dressed    
  7.12.2.1 Red sand stone cum 64279.00
  7.12.2.2 White sand stone cum 86751.00
7.13 Stone work plain ashlar in arches in super structure upto floor V level in cement mortar 1:3 (1 cement : 3 coarse sand) including centering, shuttering and pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade.    
  7.13.1 One face dressed    
  7.13.1.1 Red sand stone cum 52907.00
  7.13.1.2 White sand stone cum 75379.00
  7.13.2 Both face dressed    
  7.13.2.1 Red sand stone cum 70053.00
  7.13.2.2 White sand stone cum 92525.00
7.14 Stone work plain ashlar in domes , in super structure upto floor V level in cement mortar 1:3 (1 cement : 3 coarse sand) including centering, shuttering and pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade.    
  7.14.1 One face dressed    
  7.14.1.1 Red sand stone cum 83532.00
  7.14.1.2 White sand stone cum 106004.00
  7.14.2 Both face dressed    
  7.14.2.1 Red sand stone cum 126051.00
  7.14.2.2 White sand stone cum 148523.00
7.15 Stone work ashlar punched (ordinary) in superstructure upto floor five level in cement mortar 1:6 (1 white cement : 6 coarse sand) including pointing with cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade    
  7.15.1 One face dressed    
  7.15.1.1 Red sand stone cum 44498.00
  7.15.1.2 White sand stone cum 66970.00
  7.15.2 Both faced punched    
  7.15.2.1 Red sand stone cum 59010.00
  7.15.2.2 White sand stone cum 81482.00
7.16 Extra for stone work, random rubble / coursed rubble masonry / ashlar masonry above floor V level for every four floors or part thereof. cum 1493.00
7.17 Extra for plain ashlar or ashlar punched in :    
  7.17.1 Square or rectangular pillars cum 2400.00
7.18 Extra for stone work; plain ashlar or ashlar punched curved on plan with a mean radius not exceeding 6 m cum 1670.00
7.19 Extra for additional cost of centering for arches exceeding 6m span including all strutting, bolting, wedging etc. and removal (area of soffit to be measured). sqm 560.65
  SUNK, MOULDED, CARVED ASHLAR MASONRY    
7.20 Stone work ashlar sunk or moulded or sunk and moulded upto floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade :    
  7.20.1 Red sand stone cum 67731.00
  7.20.2 White sand stone cum 90203.00
7.21 Extra for stone work ashlar sunk or moulded or sunk and moulded or carved in :    
  7.21.1 Triangular or Square or rectangular pillars cum 3131.00
  7.21.2 Circular or polygonal pillars cum 8871.00
7.22 Extra for stone work ashlar sunk or moulded in cornices. per metre per cm girth (60cm deep) 225.35
  MISCELLANEOUS STONE WORK    
7.23 Item Shifted to Sub Head 8 as item 8.14    
7.24 Extra for stone work (veneer work) curved on plan with a mean radius not exceeding 6 m cum 2400.00
7.25 Item Shifted to Sub Head 8 as item 8.15    
7.26 Providing and fixing stone dowels 10x5x2.50 cm cut to double wedge shape as per design in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases. sqm 45.75
7.27 Item Shifted to Sub Head 8 as item 8.16    
7.28 Providing and fixing sloping chajja of stone 40 mm thick and upto 80 cm wide beyond the wall as measured along the slope in cement mortar 1:4 (1 cement : 4 coarse sand) with 12 mm diameter anchoring steel bar, 45 cm long, fixed in each stone and supported on and including with bricks cove in cement mortar 1:4 (1 cement : 4 coarse sand), including pointing in cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade :    
  7.28.1 Red sand stone :    
  7.28.1.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 sqm 2081.20
  7.28.2 White sand stone :    
  7.28.2.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 sqm 2081.20
7.29 Providing and fixing horizontal chajja of stone 40 mm thick and upto 80 cm projection in cement mortar 1:4 (1 cement : 4 coarse sand), including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade :    
  7.29.1 Red sand stone sqm 1306.75
  7.29.2 White sand stone sqm 1306.75
7.30 30 mm red sand stone sun-shade (chisel-dressed) supported on red sand stone brackets, fixed in walls with cement mortar 1:4 (1 cement : 4 coarse sand), including finishing complete. sqm 1556.40
7.31 Providing and fixing red sand stone brackets 55x22.5x45 cm sunk and moulded including providing and fixing with 4 Nos gun metal cramp 25x6 mm 30 cm long each 5032.85
7.32 Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade    
  7.32.1 Red sand stone cum 66408.90
  7.32.2 White sand stone cum 88880.00
7.33 Providing and fixing stone jali 40 mm thick throughout in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade, jali slab without any chamfers etc.    
  7.33.1 Red sand stone sqm 11230.40
  7.33.2 White sand stone sqm 11230.40
7.34 Extra for laying stone work in or under water and/or liquid mud including cost of pumping or bailing out water and removing slush etc. complete. cum per meter depth 794.65
  NOTE :- The quantity will be calculated by multiplying the depth measured from sub-soil water level up to the centre of gravity of stone work under sub - water with the quantity of stone work in cum executed under the sub-soil water. The depth of centre of gravity shall be reckoned correct to 0.1 m, 0.05 m or more shall be taken as 0.1 m and less than 0.05 m ignored    
7.35 Extra for laying stone work in or under foul position. cum 336.55
7.36 Item Shifted to Sub Head 8 as item 8.17    
7.37 Item Shifted to Sub Head 8 as item 8.18    
7.38 Stone tile work for wall lining upto 10 m height with special adhesive over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement with an admixture of pigment to match the stone shade.    
  7.38.1 8mm thick (mirror polished and machine cut edge)    
  7.38.1.1 Granite stone of any colour and shade sqm 2537.40
  7.38.1.2 Raj Nagar plain white marble/ Udaipur green marble/ Zebra black marble sqm 2263.10
7.39 Item Shifted to Sub Head 8 as item 8.19    
7.40 Item Shifted to Sub Head 8 as item 8.20    
7.41 Item Shifted to Sub Head 8 as item 8.21    
7.42 Item Shifted to Sub Head 8 as item 8.22    

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