cement constants material constants of all kinds of civil works
DESCRIPTION
Cement Coefficients Constants List of all Kinds of Civil Works can find easily downloadCement Constants of Mortar , Brickwork, Plaster, Concrete Works, RCC, PCC , 1:2:4, 1:5:10, 1:4:8, 1:4 1:6Plumbing Sanitary Works Cement Constants for Mechanical Works Civil Works Buildings Works Reinforced Cement ConcreteTRANSCRIPT
COEFFICIENTSFOR CEMENT
CONSUMPTION
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1.0 COEFFICIENTS FOR CEMENT CONSUMPTION
3.0 MORTAR
Code Description Unit Quantity of cementNo. per unit quantity of
work (Quintals)
3.1 Cement Mortar 1:1 (1 cement : 1 fine sand). cum 10.20
3.2 Cement mortar 1:2 (1 cement : 2 fine sand). cum 6.80
3.3 Cement mortar 1:3 (1 cement : 3 fine sand). cum 5.10
3.4 Cement mortar 1:4 (1 cement : 4 fine sand). cum 3.80
3.5 Cement mortar 1:5 (1 cement : 5 fine sand). cum 3.10
3.6 Cement mortar 1:6 (1 cement : 6 fine sand). cum 2.50
3.7 Cement mortar 1:2 (1 cement : 2 coarse sand). cum 6.80
3.8 Cement mortar 1:3 (1 cement : 3 coarse sand). cum 5.10
3.9 Cement mortar 1:4 (1 cement : 4 coarse sand). cum 3.80
3.10 Cement mortar 1:5 (1 cement : 5 coarse sand). cum 3.10
3.11 Cement mortar 1:6 (1 cement : 6 coarse sand). cum 2.50
3.12 Cement mortar 1:2 (1 cement : 2 stone dust). cum 6.80
3.13 Cement mortar 1:2 (1 cement : 2 marble dust). cum 6.80
3.14 Cement mortar 1:5 (1 cement : 5 marble dust). 3.10
3.15 White cement mortar 1:2 (1 white cement : 2 marble dust). cum 6.80*
3.16 White cement mortar 1:3 (1 white cement : 3 marble dust). cum 5.10*
3.17 White cement mortar 1:5 (1 white cement : 5 marble dust). cum 3.10*
* denotes the White Cement.
COEFFICIENTS FOR CEMENT CONSUMPTION S.H.-3.0 MORTAR 401
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1.0 COEFFICIENTS FOR CEMENT CONSUMPTION
4.0 CONCRETE WORK
Code Description Unit Quantity of cementNo. per unit quantity of
work (Quintals)
CEMENT CONCRETE (CAST - IN- SITU)
4.1 P/L cement concrete - all works upto plinth level :
4.1.1 1:1:2 (1 Cement : 1 coarse sand : 2 graded stoneaggregate 20 mm nominal size) cum 6.10
4.1.2 1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stoneaggregate 20 mm nominal size) cum 4.00
4.1.3 1:2:4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20 mm nominal size) cum 3.20
4.1.4 1:2:4 (1 Cement : 2 coarse sand : 4 graded stoneaggregate 40 mm nominal size) cum 3.20
4.1.5 1:3:6 (1 Cement : 3 coarse sand : 6 graded stoneaggregate 20 mm nominal size) cum 2.20
4.1.6 1:3:6 (1 Cement : 3 coarse sand : 6 graded stoneaggregate 40 mm nominal size) cum 2.20
4.1.7 1:3:6 (1 Cement : 3 fine sand : 6 graded stoneaggregate 40 mm nominal size) cum 2.20
4.1.8 1:4:8 (1 Cement : 4 coarse sand : 8 graded stoneaggregate 40 mm nominal size) cum 1.70
4.1.9 1:4:8 (1 cement : 4 fine sand : 8 graded stoneaggregate 40 mm nominal size) cum 1.70
4.1.10 1:5:10 (1 cement : 5 coarse sand : 10 graded stoneaggregate 40 mm nominal size) cum 1.30
4.1.11 1:5:10 (1 cement : 5 fine sand : 10 graded stoneaggregate 40 mm nominal size) cum 1.30
4.1.12 1:2:3½:9 (1 ordinary portland cement : 2 Fly ash :3½ coarse sand : 9 graded stone aggregate 40 mmnominal size) cum 1.70
4.1.13 1:2½:4:11 (1 ordinary portland cement : 2½ flyash : 4 coarse sand : 11 graded stone aggregate40 mm nominal size) cum 1.30
4.2 P/L cement concrete in retaining walls, return walls etc.:
4.2.1 1:1:2 (1 cement : 1 coarse sand : 2 graded stoneaggregate 20 mm nominal size) cum 6.10
4.2.2 1:1½:3 (1 cement:1½ coarse sand:3 graded stoneaggregate 20 mm nominal size) cum 4.00
COEFFICIENTS FOR CEMENT CONSUMPTION S.H.-4.0 CONCRETE WORK
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403COEFFICIENTS FOR CEMENT CONSUMPTION S.H.-4.0 CONCRETE WORK
Code Description Unit Quantity of cementNo. per unit quantity of
work (Quintals)
4.2.3 1:2:4 (1 Cement : 2 coarse sand : 4 graded stoneaggregate 20 mm nominal size) cum 3.20
4.2.4 1:2:4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 40 mm nominal size) cum 3.20
4.2.5 1:3:6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20 mm nominal size) cum 2.20
4.2.6 1:3:6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 40 mm nominal size) cum 2.20
4.2.7 1:3:6 (1 cement : 3 fine sand : 6 graded stoneaggregate 40 mm nominal size) cum 2.20
4.2.8 1:5:10 (1 cement : 5 coarse sand : 10 graded stoneaggregate 40 mm nominal size) cum 1.30
4.4 P/L cement concrete in kerbs, steps etc.:
4.4.1 1:2:4 (1 Cement : 2 coarse sand : 4 graded stoneaggregate 20 mm nominal size) cum 3.20
4.4.2 1:3:6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20 mm nominal size) cum 2.20
CEMENT CONCRETE (PRE-CAST)
4.5 P/L precast cement concrete string or lacing courses,copings etc.:
4.5.1 1:1½:3 (1 cement:1½ coarse sand:3 graded stoneaggregate 20 mm nominal size) cum 4.05
4.5.2 1:2:4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20 mm nominal size) cum 3.19
4.5.3 1:3:6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20 mm nominal size) cum 2.19
4.6 P/L precast cement concrete in kerbs, edgings etc.:
4.6.1 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stoneaggregate 20 mm nominal size) cum 3.25
4.7 P/L precast cement concrete solid blocks:
4.7.1 1:2:4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20 mm nominal size) cum 3.76
4.7.2 1:3:6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20 mm nominal size) cum 2.76
4.8 P/L precast cement concrete hollow blocks:
4.8.1 1:2:4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20 mm nominal size) cum 2.099
4.8.2 1:3:6 (1 Cement : 3 coarse sand : 6 graded stoneaggregate 20 mm nominal size) cum 1.693BHADANI Q
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Code Description Unit Quantity of cementNo. per unit quantity of
work (Quintals)
4.9 Precasting and placing in position 125 mm dia Bollards
600 mm high. each 0.097
DAMP- PROOF COURSE
4.10 P/L D.P.C. 40 mm thick with C.C. (1:2:4). sqm 0.13
4.11 P/L D.P.C. 50 mm thick with C.C. (1:2:4). sqm 0.16
MISCELLANEOUS
4.17 Making plinth protection 50 mm thick of cement concrete 1:3:6 sqm 0.11
4.19 P/L Ready mixed concrete using flyash:
4.19.1 All works upto plinth level
4.19.1.1 M-15 grade plain cement concrete cum 2.40
4.19.1.2 M-10 grade plain cement concrete cum 2.20
4.19.2 All works above plinth and upto floor V level
4.19.2.1 M-15 grade plain cement concrete cum 2.40
4.19.2.2 M-10 grade plain cement concrete cum 2.20
4.20 P/L ready mix plain cement concrete :
4.20.1 All works upto plinth level
4.20.1.1 M-15 grade plain cement concrete cum 2.40
4.20.1.2 M-10 grade plain cement concrete cum 2.20
4.20.2 All works above plinth and upto floor V level
4.20.2.1 M-15 grade plain cement concrete cum 2.40
4.20.2.2 M-10 grade plain cement concrete cum 2.20
COEFFICIENTS FOR CEMENT CONSUMPTION S.H.-4.0 CONCRETE WORK
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405COEFFICIENTS FOR CEMENT CONSUMPTION S.H.-5.0 REINFORCED CONCRETE WORK
1.0 COEFFICIENTS FOR CEMENT CONSUMPTION
5.0 REINFORCED CEMENT CONCRETE
Code Description Unit Quantity of cementNo. per unit quantity of
work (Quintals)
CAST-IN-SITU
5.1 P/L R.C.C. upto plinth level :
5.1.1 1:1:2 (1 cement : 1 coarse sand : 2 graded stoneaggregate 20 mm nominal size) cum 6.10
5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stoneaggregate 20 mm nominal size) cum 4.00
5.1.3 1:2:4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20 mm nominal size) cum 3.20
5.2 R.C.C work in walls etc.:
5.2.1 1:1:2 (1 cement : 1 coarse sand : 2 graded stoneaggregate 20 mm nominal size) cum 6.10
5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stoneaggregate 20 mm nominal size) cum 4.00
5.2.3 1:2:4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20 mm nominal size) cum 3.20
5.3 R.C.C. (1:2:4) work in beams etc. cum 3.20
5.4 R.C.C. (1:2:4) work in kerbs, steps etc. cum 3.20
5.5 R.C.C. (1:2:4) work in arches,domes etc. cum 3.20
5.6 R.C.C. (1:2:4) work in chimneys & shafts. cum 3.20
5.7 R.C.C. (1:2:4) work in well-steining. cum 3.20
5.8 R.C.C. (1:1.5:3) work in vertical and horizontal fins individuallyor forming box louvers, facias and eaves boards. cum 4.00
PRE - CAST R.C.C.
5.12 P/F precast R.C.C. (1:2:4) work in string courses, bands,copings, bed plates, anchor blocks, plain window sills etc. cum 3.19
5.13 P/F precast R.C.C. (1:2:4) in small lintels not exceeding1.5m clear span. cum 3.16
5.14 P/F precast R.C.C. (1:2:4) in mouldings as in cornices,windows sills etc. cum 3.19
5.15 P/F precast R.C.C. (1:2:4) in lintels, beams and bressumers etc. cum 3.19
5.16 P/F precast R.C.C. (1:2:4) in shelves. cum 3.80
5.17 P/F precast R.C.C. (1:2:4) in vertical & horizontal fins individuallyor forming box louvers. cum 4.36
5.18 Fixing precast cement concrete Jali (1:2:4).
5.18.1 50 mm thick 100 sqm 1.64*BHADANI QUANTIT
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Code Description Unit Quantity of cementNo. per unit quantity of
work (Quintals)
5.18.2 40 mm thick 100 sqm 1.64*
5.18.3 25 mm thick 100 sqm 1.64*
* Cement for fixing only.
ENCASING ROLLED STEEL SECTION
5.19 Encasing rolled steel sections, in beams and columns, withcement concrete (1:2:4). cum 3.20
5.20 Encasing rolled steel section in grillages with cementconcrete (1:2:4). cum 3.20
MISCELLANEOUS
5.23 Smooth finishing of exposed surface of R.C.C. work with6 mm thick cement mortar (1:3). 100 sqm 3.67
5.24 Rendering smooth the top of suspended floors, landings and
staircases with cement mortar (1:2). 100sqm 4.17
5.27 Providing and filling in position bitumen mix filler. per cm depthper cm width
per 100m 0.00032
DESIGN MIX CONCRETE
5.33 P/L Design mix concrete (M-25). cum 3.30*
5.34 Extra for providing richer mixes at all floor levels :
5.34.1 Providing M-30 grade concrete instead of M-25 gradeB.M.C/ R.M.C. cum 0.10*
5.34.2 Providing M-35 grade concrete instead of M-25 gradeB.M.C./ R.M.C. cum 0.20*
5.34.3 Providing M-40 grade concrete instead of M-25 gradeB.M.C./ R.M.C. cum 0.30*
5.36 P/F precast R.C.C. in waffle units. cum 4.16*
5.37 P/L RMC manufactured in fully automatic batching plantM-25 grade R.C.C. cum 3.30*
5.40 P/L design mix cement concrete M-25 using Fly ash. cum 3.30** Actual weight for design mix will be worked out taking intoconsideration the cement requirement as per particularmix design.
5:47:1 P/F factory made precast RCC M.40 doors & windows Mtrs. 0.049
5:47:2 P/F factory made precast RCC M.40 doors & windows Mtrs. 0.044
5:47:3 P/F factory made precast RCC M.40 doors & windows Mtr. 0.041
5.48 Providing and laying RCC for construction of piers abutmentsportal frames etc. Cum . 4.80
5.49 Constructing cost insitu RCC diaphram wall by providing ….. Cum. 4.14
COEFFICIENTS FOR CEMENT CONSUMPTION S.H.-5.0 REINFORCED CONCRETE WORK
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407COEFFICIENTS FOR CEMENT CONSUMPTION S.H.-6.0 BRICK WORK
1.0 COEFFICIENTS FOR CEMENT CONSUMPTION
6.0 BRICK WORK
Code Description Unit Quantity of cementNo. per unit quantity of
work (Quintals)
6.1 Brick work in foundation & plinth with non modular bricks.
6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) cum 0.95
6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 0.625
6.2 Brick work in foundation & plinth with modular bricks.
6.2.1 Cement mortar 1:4 (1 cement : 4 coarse sand) cum 0.836
6.2.2 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 0.55
6.3 Brick work with machine moulded perforated bricks.
6.3.1 With non modular bricks. cum 0.625
6.3.2 With modular bricks. cum 0.55
6.4 Brick work in superstructure.
6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand) cum 0.95
6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 0.625
6.7 Half brick masonry in cement mortar (1:3) for closing cavity5 to 7.5 cm wide in cavity wall. 100 metre 3.86
6.8 Brick work 7 cm in cement mortar (1:3). 100 sqm 9.23
6.9& Brick work in plain & gauged arches in cement mortar (1:3). cum 1.286.10
HALF BRICK MASONRY
6.12& Half brick masonry in foundations & plinth and superstructure.6.13
6.12.1 Cement mortar 1:3 (1 cement : 3 coarse sand) 100 sqm 14.28&6.13.1
6.12.2 Cement mortar 1:4 (1 cement : 4 coarse sand) 100 sqm 10.64&6.13.2
BRICK TILE WORK
6.16 ile brick masonry in foundation and plinth. :
6.16.1 Cement mortar 1:4 (1 cement : 4 coarse sand) cum 1.52
6.16.2 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 1.00
6.17& Tile brick masonry with m/c moulded tiles in cement mortar6.18 1:6 (1 cement : 6 coarse sand). cum 1.00
6.20 & Tile brick masonry with tile bricks in plain/gauged arches6.21 work in in cement mortar (1:4). cum 1.33
6.22 Tile brick masonry work 5 cm thick in cement mortar (1:3). 100 sqm 7.65BHADANI QUANTIT
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Code Description Unit Quantity of cementNo. per unit quantity of
work (Quintals)
HONEY COMB WORK
6.23 Honey-comb brick work 10/11.4 cm thick in cement mortar 1:4. 100 sqm 6.56
EXPOSED BRICK WORK
6.26 Brick work with selected bricks in cement mortar (1:6). cum 0.625
6.27 Brick work with modular bricks in cement mortar (1:6). cum 0.55
6.28 Brick work with machine moulded modular bricks in cementmortar (1:6). cum 0.55
6.29 Brick work with m/c moulded F.P.S. bricks in cementmortar (1:6). cum 0.625
6.30 Brick work with machine moulded perforated F.P.S. bricks incement mortar (1:6). cum 0.625
6.31 Brick work with machine moulded perforated modular bricks incement mortar (1:6). cum 0.55
6.32 Brick work with clay flyash F.P.S. brick.
6.32.1 Cement mortar 1:4 (1 cement : 4 coarse sand) cum 0.95
6.32.2 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 0.625
6.34 Brick work with non modular fly ash lime bricks (FALG Bricks) in :
6.34.1 Cement mortar 1:4 (1 cement : 4 coarse sand) cum 0.95
6.34.2 Cement mortar 1:6 (1 cement : 6 Coarse sand) cum 0.625
6.35 Brick work with modular calcium silicate bricks machinemoulded in :
6.35.1 Cement mortar 1:4 (1 cement : 4 coarse sand) cum 0.836
6.35.3 Cement mortar 1:6 (1 cement : 6 Coarse sand) cum 0.55
6.36 Brick work with modular extruded burnt fly ash clay sewerbricks in :
6.36.1 Cement Mortar 1:4 ( 1 cement : 4 coarse sand) cum 0.836
6.37 Brick work with modular extruded burnt fly ash clay sewerbricks in cement mortar (1:3). cum 1.275
6.38 Autoclaved aerated cement blocks masonry with 100mmthick AAC blocks in cement mortar (1:4). cum 0.57
6.44 Brick edging 7 cm wide in cement mortar (1:4). 100 metre 0.137
6.45 Half brick masonry with non modular FALG bricks.
6.45.1 Cement mortar 1:3 (1 cement :3 coarse sand). 100 sqm 14.28
6.45.2 Cement mortar 1:4 (1 cement :4 coarse sand). 100 sqm 10.64
COEFFICIENTS FOR CEMENT CONSUMPTION S.H.-6.0 BRICK WORK
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409COEFFICIENTS FOR CEMENT CONSUMPTION S.H.-7.0 STONE WORK
1.0 COEFFICIENTS FOR CEMENT CONSUMPTION
7.0 STONE WORK
Code Description Unit Quantity of cementNo. per unit quantity of
work (Quintals)
RANDOM RUBBLE MASONRY
7.1& Random rubble masonry with cement mortar (1:6). cum 0.8257.2
COURSED RUBBLE MASONRY
7.6 Coursed rubble masonry (first sort) with :
7.6.1 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 0.750
7.7 Coursed rubble masonry (second sort) with :
7.7.1 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 0.750
ASHLAR MASONRY
7.12 Stone work in plain ashlar in cement mortar (1:6) includingpointing with white cement mortar (1:2). cum 0.54
7.13& Stone work plain ashlar in arches/domes in cement mortar (1:3)7.14 including pointing with white cement mortar (1:2). cum 1.07
7.15 Stone work ashlar punched in cement mortar 1:6) includingpointing with white cement mortar (1:2). cum 0.54
SUNK, MOULDED, CARVED ASHLAR MASONRY
7.20 Stone work sunk and / or moulded including pointing with whitecement mortar (1:2). cum 0.54
MISCELLANEOUS STONE WORK
7.23 Stone work (machine cut edges) for wall lining etc. (veneer work)in cement mortar (1:3) including pointing in white cementmortar (1:2). 100 sqm 9.18 + 1.56*
7.25 P/F stainless steel cramps in stone wall lining in cementmortar (1:2). kg 0.07
7.26 P/F stone dowels 10x5x2.50 cm in cement mortar (1:2) . each 0.007
7.27 P/F copper pins 7.5 cm long 6 mm diameter in stone walllining in cement mortar (1:2). each 0.007
7.28 P/F sloping chajja of stone 40 mm thick and upto 80 cm wide incement mortar (1:4) i/c pointing in white cement mortar (1:2). 100 sqm 5.59
7.29 P/F horizontal chajja of stone 40 mm thick and upto 80 cmprojection in cement mortar (1:4) i/c pointing in white cementmortar (1:2). 100 sqm 4.94 + 0.03*
7.30 P/F 30 mm red sand stone sun-shade with cement mortar 1:4including finishing complete. 100 sqm 2.19
7.31 Providing and fixing red sand stone brackets 55x22.5x45cm. 100nos 3.02BHADANI Q
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7.32 Stone work, plain in copings, cornices, string courses etc.in Cement mortar 1:6 including pointing with white cementmortar (1:2). cum 0.54
7.36 Wall lining butch work with Dholpur stone 40 mm thick, incement mortar (1:3) including ruled pointing in cementmortar (1:2). 100 sqm 15.50 +1.70*
7.37 Stone work ( machine cut edges) for wall lining with grout of12 mm thick in cement mortar (1:3) and jointed with Cementmortar (1:2). 100 sqm 13.744
7.38 Stone tile work for wall lining with 12 mm thick bed in cementmortar (1:3). sqm 10.44 + 1.70*
STONE WORK IN DRY CLADDING
7.41 P/F structural steel frame (for dry stone cladding) embeddedin brick wall with cement concrete block (1:2:4) 100kg 1.05
* White cement
COEFFICIENTS FOR CEMENT CONSUMPTION S.H.-7.0 STONE WORK
Code Description Unit Quantity of cementNo. per unit quantity of
work (Quintals)
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1.0 COEFFICIENTS FOR CEMENT CONSUMPTION
8.0 MARBLE & GRANITE WORK
Code Description Unit Quantity of cementNo. per unit quantity of
work (Quintals)
8.1 Marble work 18 mm thick for wall lining in cement mortar 1:3 100including pointing with white cement mortar 1:2. sqm 8.67 + 1.70*
8.2 P/F 18mm thick gang saw cut mirror polished premoulded andprepolished) machine cut for kitchen platforms, vanity counters100 etc. laid over 20mm thick base cement mortar 1:4. sqm 9.12
8.4 Extra for fixing marble /granite stone over and above corres-ponding basic item, in facia and drops of width upto 150 mmwith epoxy 100 resin based adhesive including cleaning etc.complete. metre 1.27
8.7 P/F cramps in RCC/ CC backing with cement mortar 1:2 .
8.7.1 Gunmetal cramps kg 0.0635
8.7.2 Stainless steel cramps kg 0.0701
8.9 Stone tile work for wall lining over 12mm thick bed of cementmortar (1:3) and cement slurry @ 3.3 kg/sqm including pointing100 in white cement complete. sqm 10.44 + 1.90*
8.11 P/F Machine cut Mirror/edge polished 100 Sqm. 8.16 + 3.30*
8.12 P/L flamed finish granite stone flooring 100 sqm. 13.50
* White cement
COEFFICIENTS FOR CEMENT CONSUMPTION S.H.-8.0 MARBLE & GRANITE WORK
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1.0 COEFFICIENTS FOR CEMENT CONSUMPTION
9.0 WOOD AND P.V.C. WORK
Code Description Unit Quantity of cementNo. per unit quantity of
work (Quintals)
MISCELLANEOUS - WOOD WORK
9.32 P/F 50x50x50 mm 2nd class teak wood plugs in cementmortar 1:3. 100 nos. 0.01
9.34 P/F 2nd class teak wood plain lining with wooden plugs. 100 sqm 0.0559.46 P/F curtain rods of 1.25 mm thick chromium plated brass
brackets with wooden plugs, etc. 100 metre 0.01
9.47 Providing and fixing nickel plated M.S. pipe curtain rodswith nickel plated brackets. 100 metre 0.01
9.53 Providing 40x5 mm flat iron hold fast 40 cm long withcement concrete block 30x10x15cm 1:3:6 mix. 100 nos 1.10
COEFFICIENTS FOR CEMENT CONSUMPTION S.H.-8.0 WOOD AND PVC WORK
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1.0 COEFFICIENTS FOR CEMENT CONSUMPTION
10.0 MARBLE & GRANITE WORK
Code Description Unit Quantity of cementNo. per unit quantity of
work (Quintals)
10.4 P/F 1 mm thick M.S. sheet sliding-shutters with frame. 100 sqm 0.35
10.5 P/F 1 mm thick M.S. sheet door with frame. 100 sqm 0.35
10.6 Supplying and fixing rolling shutters. 100 sqm 0.35
10.10.1 & Fixing standard steel glaze door windows etc. 100 kg 0.1310.11.1
10.13.1 P/F ‘T’ iron froms for doors windows & ventilators 100 kg 0.11
10.15 Providing and fixing M.S. Tubular frames for doors,windows, ventilators and cupboard with 15x3 mm lugs10 cm long embedded in cement concrete blocks15x10x10 cm of 1:3:6 mix. 100 kg 0.28
COEFFICIENTS FOR CEMENT CONSUMPTION S.H.-10.0 STEEL WORK
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1.0 COEFFICIENTS FOR CEMENT CONSUMPTION
11.0 FLOORING
Code Description Unit Quantity of cementNo. per unit quantity of
work (Quintals)
11.1 Brick on edge flooring.
11.1.1 1:4 (1 cement : 4 coarse sand) sqm 0.1850
11.1.2 1:6 (1cement : 6 coarse sand) sqm 0.1285
11.3 Cement concrete flooring 1:2:4.
11.3.1 40mm thick with 20mm nominal size stone aggregate sqm 0.17
11.4 52 mm thick cement concrete flooring. sqm 0.231
11.5 62 mm thick cement concrete flooring. sqm 0.263
11.6 Cement plaster skirting with cement mortar (1:3). sqm 0.14
11.7 Cement concrete pavement with C.C. (1:2:4). cum 3.20
TERRAZO FLOORING
11.9 40 mm thick marble chips flooring with under layer 34 mmthick cement concrete (1:2:4).
11.9.1 Dark shade pigment with ordinary cement sqm 0.1695
11.9.2 Light shade pigment with white cement sqm 0.129+0.0405*
11.9.3 Medium shade pigment with 50% white cement and50% ordinary cement sqm 0.1492+0.0202*
11.9.4 White cement without any pigment sqm 0.129+0.0202*
11.9.5 Light shade pigment with ordinary cement sqm 0.1695
11.9.6 Ordinary cement without any pigment sqm 0.1695
11.10 40 mm thick marble chips flooring with under layer 31mm thickcement concrete 1:2:4.
11.10.1 Dark shade pigment with Ordinary cement sqm 0.1783
11.10.2 Light shade pigment with white cement sqm 0.1205+0.0578*
11.10.3 Medium shade pigment with 50% white cement and50% ordinary cement sqm 0.1494+0.0289*
11.10.4 White cement without any pigment sqm 0.1205+0.0578*
11.10.5 Light shade pigment with ordinary cement sqm 0.1783
11.10.6 Ordinary cement without any pigment sqm 0.1783
11.11 40 mm thick marble chips flooring with under layer 28 mm thickcement concrete 1:2:4.
11.11.1 Dark shade pigment with ordinary cement sqm 0.1907
11.11.2 Light shade pigment with white cement sqm 0.1097+0.081*
11.11.3 Medium shade pigment with 50% white cementand 50% ordinary cement sqm 0.1502+0.0405*
11.11.4 White cement without any pigment sqm 0.1097+0.081*
COEFFICIENTS FOR CEMENT CONSUMPTION S.H.-11.0 FLOORING
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Code Description Unit Quantity of cementNo. per unit quantity of
work (Quintals)
11.11.5 Light shade pigment with ordinary cement sqm 0.1097
11.11.6 Ordinary cement without any pigment sqm 0.1097
11.12 Marble chips skirting :
11.12.1 18 mm thick with under layer 12 mm thick incement plaster 1:3 (1 cement : 3 coarse sand) :
11.12.1.1 Dark shade pigment with ordinary cement sqm 0.1292
11.12.1.2 Light shade pigment with white cement sqm 0.0887+0.0405*
11.12.1.3 Medium shade pigment with 50% white cementand 50% ordinary cement sqm 0.109+0.0203*
11.12.1.4 White cement without any pigment sqm 0.109+0.0405*
11.12.1.5 Light shade pigment with ordinary cement sqm 0.1292
11.12.1.6 Ordinary cement without any pigment sqm 0.1292
11.15 Crazy marble stone flooring.
11.15.1 18 mm thick crazy marble stone white, blackor as specified sqm 0.1200+0.0405** White Cement
TILE FLOORING
11.16 Precast terrazo tiles 22mm thick in floors, and landings on20mm thick bed of cement mortar (1:4).
11.16.1 Light shade using white cement sqm 0.0895+0.044*
11.16.2 Medium shade using 50%white cement and
50% ordinary cement sqm 0.0917+0.0220*
11.16.3 Dark shade using ordinary cement sqm 0.0939
11.16.4 Ordinary cement without any pigment sqm 0.0939
11.18 Precast terrazo tiles 22 mm thick in skirting and risersof steps.
11.18.1 Light shade using white cement. sqm 0.0734+0.066*
11.18.2 Medium shades using 50% white cement and50% ordinary cement. sqm 0.1064+0.033*
11.18.3 Dark shade using ordinary cement sqm 0.1394
11.18.4 Ordinary cement without any pigment sqm 0.1394
11.19 Chequered terrazo tiles 22 mm thick in floors on 20 mmthick bed of cement mortar (1:4).
11.19.1 Light shade using white cement sqm 0.0895+0.044*
11.19.2 Medium shade using 50% white cement,50% ordinary cement sqm 0.0917+0.024*
11.19.3 Dark shade using ordinary cement sqm 0.0939
11.19.4 Ordinary cement without any pigment sqm 0.0939
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Code Description Unit Quantity of cementNo. per unit quantity of
work (Quintals)
11.20 Chequerred precast cement concrete tiles 22 mm thick infoot path on 20 mm thick bed of cement mortar (1:4).
11.20.1 Light shade using white cement sqm 0.1291+0.066*
11.20.2 Medium shade using 50% white cement 50%Grey cement sqm 0.1621+0.033*
11.20.3 Dark shade using ordinary cement sqm 0.1951
11.20.4 Ordinary cement without any pigment sqm 0.1951
11.21 Providing and fixing 10mm thick acid and or alkali resistant tiles.
11.21.1 In flooring on a bed of 10 mm thick mortar 1:4(1 acid proof cement : 4 coarse sand)
11.21.1.1 Acid and alkali resistant tile sqm 0.0786**
11.21.2 In dado/skirting on 12 mm thick mortar 1:4(1 acid proof cement : 4 coarse sand)
11.21.2.1 Acid and alkali resistant tile sqm 0.0862**
11.22 Tile work in skirting, risers of steps etc. with 8 mm thickmarble tile. sqm 0.1044
STONE FLOORING
11.23 Marble stone flooring with 18 mm thick marble stone over20 mm thick cement mortar (1:4). sqm 0.13512
KOTA STONE FLOORING
11.26 Kota stone slab flooring over 20 mm thick bed of cementmortar (1:4). sqm 0.1491
11.27 Kota stone slabs 20 mm thick in risers of steps, skirting etc.laid on 12 mm (average) thick cement mortar 1:3. sqm 0.1374
SAND STONE FLOORING
11.28 40 mm thick fine dressed stone flooring over 20 mm (average)thick base of cement mortar 1:5 with joints finished flush. sqm 0.0775
11.29 40 mm thick fine dressed stone flooring over 20 mm (average)thick base of cement mortar 1:5 including pointing withcement mortar 1:2. sqm 0.0931
11.30 40 mm thick rubbed stone flooring over 20 mm (average) thickbase of cement mortar 1:5 with joints 3mm thick, side butteredwith cement mortar 1:2. sqm 0.0931
CERAMIC GLAZED TILES
11.36 P/F 1st quality ceramic glazed wall tiles over 12 mm thickbed of cement Mortar (1:3). sqm 0.1242
11.37 P/L ceramic glazed floor tiles laid on 20 mm thick CementMortar (1:4). sqm 0.1242
COEFFICIENTS FOR CEMENT CONSUMPTION S.H.-11.0 FLOORING
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Code Description Unit Quantity of cementNo. per unit quantity of
work (Quintals)
11.38 P/L ceramic glazed floor tiles laid on 20mm thick bed ofCement Mortar (1:4). sqm 0.1242
11.39& P/L rectified Glazed Ceramic floor tiles laid on 20mm thick11.40 cement mortar (1:4). sqm 0.1242
VITRIFIED FLOOR TILES
11.41 P/L vitrified floor tile laid on 20mm thick cement mortar (1:4). sqm 0.1242
11.44 Crazy ceramic tile flooring. sqm 0.0646
11.46 P/L vitrified tile in skirting in cement mortar (1:3). sqm 0.088
11.51 P/L Machine cut, Mirror polished, Italian Marble stone flooring Sqm. 0.085 + 0.05*
11.52 P/L Machine cut Mirror polished Marble stone flooring Sqm. 0.085 + 0.05*
* White cement
** Acid alkali resistant cement.
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1.0 COEFFICIENTS FOR CEMENT CONSUMPTION
12.0 ROOFING
Code Description Unit Quantity of cementNo. per unit quantity of
work (Quintals)
12.16 10 cm thick mud phaska with flat tile bricks grouted withcement mortar (1:3). 100 sqm 3.11
12.17 10cm thick mud phaska with machine moulded tile bricksgrouted with cement mortar (1:3). 100 sqm 3.11
12.19 Providing and laying brick tiles over mumty roofs grouted withcement mortar (1:3). 100 sqm 9.13
12.20 Providing and laying pressed clay tiles on roofs jointed withcement mortar (1:4). 100 sqm 9.92
12.21 Providing gola 75x75 mm in cement concrete (1:2:4). metre 0.031
12.22 Making khurras 45x45 cm with average minimum thicknessof 5 cm cement concrete (1:2:4). each 0.06
12.23 Providing sand stone slab for roofing and laying cementmortar (1 : 4). 100 sqm 0.74
12.38 Providing and fixing M.S. holder bat clamps in cement concreteblocks 10x10x10cm of 1:2:4 mix. each 0.005
12.55 P/F heat resistant tile on roof with cement mortar (1:4) andfilling joints with white cement marble mix. sqm 0.1367
* White cement
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1.0 COEFFICIENTS FOR CEMENT CONSUMPTION
13.0 FINISHING
Code Description Unit Quantity of cementNo. per unit quantity of
work (Quintals)
CEMENT PLASTER (IN FINE SAND)
13.1 12 mm cement plaster:
13.1.1 1:4 (1 cement : 4 fine sand) 100 sqm 5.47
13.1.2 1:6 (1 cement : 6 fine sand) 100 sqm 3.60
13.2 15 mm cement plaster:
13.2.1 1:4 (1 cement : 4 fine sand) 100 sqm 6.54
13.2.2 1:6 (1 cement : 6 fine sand) 100 sqm 4.30
13.3 20 mm cement plaster :
13.3.1 1:4 (1 cement : 4 fine sand) 100 sqm 8.51
13.3.2 1:6 (1 cement : 6 fine sand) 100 sqm 5.60
CEMENT PLASTER (IN COARSE SAND)
13.4 12 mm cement plaster :
13.4.1 1:4 (1 cement : 4 coarse sand) 100 sqm 5.47
13.4.2 1:6 (1 cement : 6 coarse sand) 100 sqm 3.60
13.5 15 mm cement plaster :
13.5.1 1:4 (1 cement : 4 coarse sand) 100 sqm 6.54
13.5.2 1:6 (1 cement : 6 coarse sand) 100 sqm 4.30
13.6 20 mm cement plaster :
13.6.1 1:4 (1 cement : 4 coarse sand) 100 sqm 8.51
13.6.2 1:6 (1 cement : 6 coarse sand) 100 sqm 5.60
CEMENT PLASTER WITH A FLOATING COAT OFNEAT CEMENT
13.7 12 mm cement plaster finished with a floating coat ofneat cement :
13.7.1 1:3 (1 cement : 3 fine sand) 100 sqm 9.54
13.7.2 1:4 (1 cement : 4 fine sand) 100 sqm 7.67
13.8 15 mm cement plaster finished with a floating coat ofneat cement :
13.8.1 1:3 (1 cement : 3 fine sand) 100 sqm 10.97
13.8.2 1:4 (1 cement : 4 fine sand) 100 sqm 8.74
13.9 Cement plaster (1:3) finished with a floating coat ofneat cement.
13.9.1 12 mm Cement Plaster 100 sqm 9.54
13.9.2 20 mm Cement Plaster 100 sqm 13.62
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Code Description Unit Quantity of cementNo. per unit quantity of
work (Quintals)
13.10 15 mm cement plaster (1:3) finished with a floating coat ofneat cement. 100 sqm 10.97
CEMENT PLASTER IN TWO COATS
13.11 18 mm cement plaster in two coats under layer 12 mm thickcement plaster 1:5 finished with a top layer 6mm thickcement plaster 1:6. 100 sqm 6.26
13.12 18 mm cement plaster in two coats under layer 12 mm thickcement plaster 1:5 and a top layer 6mm thick cementplaster (1:3). 100 sqm 8.13
13.13 12 mm cement plaster 1:2 (1 cement : 2 stone dust). 100 sqm 9.79
13.14 15 mm cement plaster 1:2 (1 cement : 2 stone dust). 100 sqm 11.70
13.15 20 mm cement plaster 1:2 (1 cement : 2 stone dust). 100 sqm 15.23
6 MM CEMENT PLASTER
13.16 6 mm cement plaster of mix :
13.16.1 1:3 (1 cement : 3 fine sand) 100 sqm 3.67
13.17 6 mm cement plaster (1:3) finished with a floating coat ofneat cement. 100 sqm 5.87
13.18 Neat cement punning 100 sqm 2.20
ROUGH CAST PLASTER
13.19 Rough cast plaster in two layers, under layer 12 mmcement plaster (1:4) and top layer 10mm cementplaster (1:3). 100 sqm 11.59
PEBBLE DASH PLASTER
13.20 Pebble dash plaster in two layers, under layer 12mmcement plaster 1:4 and top layer 10mm cement plaster withcement mortar (1:3). 100 sqm 11.59
PLAIN CEMENT MORTAR BANDS
13.28 12 mm thick plain cement mortar bands in cement 100 metremortar (1:4) : (Flush /Sunk / Raised / Moulded Band). 1cm wide 0.053
13.29 18 mm thick plain cement mortar band in cement mortar (1:4). 100 metre1cm wide 0.076
13.30 18 mm thick moulded cement mortar band in two coats 100under layer 12mm thick with cement mortar 1:5, top layer metre6mm thick with cement mortar (1:4). 1cm wide 0.07
POINTING OF BRICK WORK
13.31 Pointing on brick work with cement mortar (1:3) :
13.31.1 Flush / Ruled/ Struck or weathered pointing 100 sqm 1.53
13.31.2 Raised and cut pointing 100 sqm 2.04
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Code Description Unit Quantity of cementNo. per unit quantity of
work (Quintals)
POINTING ON TILE BRICK WORK
13.32 Pointing on tile brick work with cement mortar (1:3).
13.32.1 Flush/ Ruled/ Struck or weathered pointing 100 sqm 2.35
POINTING ON STONE WORK
13.33 Pointing on stone work with cement mortar (1:3).
13.33.1 Flush/ Ruled pointing 100 sqm 1.17
13.33.2 Raised and cut pointing 100 sqm 2.35
13.34 Raised and cut pointing on stone work in white cementmortar (1:3). 00 sqm 2.35*
13.35 Pointing on stone slab ceiling with cement mortar (1:2). 100 sqm 1.02
13.72 Washed stone grit plaster on exterior walls in two layers,under layer 12mm cement plaster (1:4), top layer 15mmcement plaster 1:1/2:2. 100 sqm 17.472
Note: - cement consumption for pointing is same formodular & non modular bricks.
* White cement
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1.0 COEFFICIENTS FOR CEMENT CONSUMPTION
14.0 REPAIR TO BUILDING
Code Description Unit Quantity of cementNo. per unit quantity of
work (Quintals)
14.1 Repairs to plaster of thickness 12 mm to 20 mm in patcheswith cement mortar 1:4. 100 sqm 6.95
14.2 Fixing chowkhats in existing opening with hold fasts incement concrete blocks with cement concrete 1:3:6.
14.2.1 Door chowkhats each 0.12
14.2.2 Window chowkhats each 0.06
14.2.3 Clerestory window chowkhats each 0.03
14.12 Providing and fixing 16 mm M.S. Fan clamps in existingR.C.C. slab. each 0.016
14.13 Regrading terracing of mud phaska to proper slope. 100 sqm 3.11
14.14 Replacing sand stone slabs in roofing in cement mortar 1:4. 100 sqm 0.78
14.15 Renewing wooden battens in roofs & making good the holesin walls. cum 0.36
14.16 Renewing wooden beams in roofs & making good the holesin walls. cum 0.13
14.18 Flush pointing with cement mortar 1:3 for flat tile bricks ontop of mud phaska. 100 sqm 0.76
COEFFICIENTS FOR CEMENT CONSUMPTION S.H.-14.0 REPAIR TO BUILDING
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423COEFFICIENTS FOR CEMENT CONSUMPTION S.H.-16.0 ROAD WORK
1.0 COEFFICIENTS FOR CEMENT CONSUMPTION
16.0 ROAD WORK
Code Description Unit Quantity of cementNo. per unit quantity of
work (Quintals)
FENCING
16.23 P/F boundary stone including finishing smooth with cementmortar (1:3). each 0.082
16.24 P/F precast R.C.C. kilometre stone including finishing smoothin cement mortar (1:3).
16.24.1 35x111x25 cm size each 0.37
16.24.2 50x152.5x25 cm size each 0.698
16.24.3 35x93.5x18 cm size each 0.23
CONCRETE PAVEMENT
16.42 Cement concrete (1:2:4) in pavements. cum 3.20
16.43 Providing and laying design mix cement concrete of M-30grade, in roads/ taxi tracks/ runways, using cement contentas per design mix. cum 3.40
MISCELLANEOUS
16.49 Making bell mouth opening including providing cementconcrete (1:3:6) & plastering with cement mortar (1:3). 10 nos 6.60
16.52 Providing and fixing precast lime fly ash concrete blocks
including finishing with 10mm thick cement mortar (1:3), in
foot paths. sqm 0.05
16.63 P/L kerb channel 30cm wide and 50mm thick of cementconcrete (1:3:6). metre 0.11
16.67 Providing and fixing factory made RCC pavement slab of M-30
grade in footpath over a bed of 20mm average thick cement
mortar (1:5). 100 sqm 7.75
16.69 Providing and laying factory made kerb stone of M-25 grade
jointed with cement mortar (1:3). cum 0.0516.75 Providing and laying C.C. pavement of mix M-25 with ready
mixed concrete. cum 3.30
16.80 Dry lean cement concrete sub base. cum 1.50
16.85 Laying old kerb stones, jointed with cement mortar (1:3). 100 metre 0.3723
16.86 P/L gang saw cut 18 mm thick, morror polished Sqm. 0.09
16.87 P/L gang saw cut 30 mm thick mirror polished Sqm. 0.0916.88 P/L Matt finished vitrified tile of size Sqm. 0.12
16.89 P/L Matt finished vitrifid tile of size Sqm. 0.12
16.90 P/L tactile tile Sqm. 0.12
16.92 P/F 10x10x7.5 cm. granite stone block Sqm. 1.85
16.93 Providing and Placing in position 100mm thick precast RCCcovers on drain of footpath Sqm. 0.352
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1.0 COEFFICIENTS FOR CEMENT CONSUMPTION
17.0 SANITARY INSTALLATIONS
Code Description Unit Quantity of cementNo. per unit quantity of
work (Quintals)
17.1/17.2/ Fixing Indian type W.C. pan. each 0.0517.3
17.4 Fixing white vitreous china urinal basin :
17.4.1 One urinal basin with 5 litre white P.V.C. automaticflushing cistern each 0.025
17.4.2 Range of two urinal basins with 5 litre white P.V.C.automatic flushing cistern each 0.04
17.4.3 Range of three urinal basins with 10litre white P.V.C.automatic flushing cistern each 0.067
17.4.4 Range of four urinal basins with 10 litre white P.V.C.automatic flushing cistern each 0.095
17.5 Fixing white vitreous china flat back half stall urinal :
17.5.1 Single half stall urinal with 5 litre P.V.C. automaticflushing cistern each 0.051
17.5.2 Range of two half stall urinals with 5 litre P.V.C.automatic flushing cistern each 0.102
17.5.3 Range of three half stall urinals with 10 litre P.V.C.automatic flushing cistern each 0.153
17.5.4 Range of four half stall urinals with 10 litre P.V.C.automatic flushing cistern each 0.203
17.6 Fixing one piece construction white vitreous china squatting plate :
17.6.1 Single squatting plate with 5 litre P.V.C. automaticflushing cistern each 0.051
17.6.2 Range of two squatting plates with 5 litre P.V.C.automatic flushing cistern each 0.102
17.6.3 Range of three squatting plates with 10 litre P.V.C.automatic flushing cistern each 0.153
17.6.4 Range of four squatting plates with 10 litre P.V.C.automatic flushing cistern each 0.203
17.7 Fixing wash basin with C.I. brackets. each 0.025
17.8 Fixing white vitreous china pedestal for wash basin. each 0.016*
17.9/ Fixing kitchen sink with C.I. brackets. each 0.02517.10/17.11
17.12 Fixing draining board with C.I. brackets. each 0.014
COEFFICIENTS FOR CEMENT CONSUMPTION S.H.-17.0 SANITARY INSTALLATIONS
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Code Description Unit Quantity of cementNo. per unit quantity of
work (Quintals)
17.13 Fixing White vitreous china water closet squatting pan. each 0.025
17.17 Fixing a pair of white vitreous china foot rests. each 0.025
17.23 Fixing white vitreous china flat urinal basin. each 0.01
17.24 Fixing white vitreous china squatting plate urinal. each 0.02
17.25 Fixing white vitreous china wash basin. each 0.015
17.26/ Fixing kitchen sink. each 0.01517.27
17.37 Providing and fixing M.S. holder-bat clamps. each 0.005
17.59 Providing and fixing M.S. stays and clamps. each 0.005
17.60 Providing and fixing trap of self-cleansing design. each 0.025
17.61 Cutting chases in brick masonry walls for sand cast iron/centrifugally cast (spun) iron pipes and making good thesame with C.C.(1:3:6).
17.61.1 100 mm dia 100 metre 5.40
17.61.2 75 mm dia 100 metre 3.70
17.61.3 50 mm dia 100 metre 1.87
* White Cement.
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1.0 COEFFICIENTS FOR CEMENT CONSUMPTION
18.0 WATER SUPPLY
Code Description Unit Quantity of cementNo. per unit quantity of
work (Quintals)
18.1/18.4/ Providing and fixing G.I./ PE-AL-PE/ PP-R pipes.
18.7/18.10 Internal work - Exposed on wall
18.10.1 15 mm dia nominal bore 100 metre 0.05
18.10.2 20 mm dia nominal bore 100 metre 0.06
18.10.3 25 mm dia nominal bore 100 metre 0.07
18.10.4 32 mm dia nominal bore 100 metre 0.075
18.10.5 40 mm dia nominal bore 100 metre 0.08
18.10.6 50 mm dia nominal bore 100 metre 0.08
18.2/18.5/ P/F concealed pipes. 100 metre 0.8818.8/18.11
18.32 Constructing masonry Chamber 30x30x50 cm, forstop cock. each 0.26
18.33 Constructing masonry Chamber 60x60x75 cm, forsluice valve. each 1.44
18.34 Constructing masonry Chamber 90x90x100 cm, forsluice valve. each 2.48
18.35 Constructing masonry Chamber 120x120x100 cm, forsluice valve. each 3.50
18.36 Constructing masonry Chamber 60x60x75 cm, for firehydrants. each 1.30
18.37 Constructing masonry Chamber 60x45x50 cm, forwater meter. each 1.34
18.76 Cutting holes up to 30x30 cm in walls including makinggood the same. 100 nos. 2.92
18.77 Cutting holes up to 15x15 cm in R.C.C. floors and roofsand repairing the hole after insertion of drain pipes etc.with cement concrete (1:2:4). 100 nos. 0.70
18.78 Making chases up to 7.5x7.5 cm in walls i/c finishing. 100 metre 0.88
18.79 Making hole up to 20x20 cm and embedding pipes up to150 mm diameter in masonry and filling with cementconcrete (1:3:6). 100 metre 4.90
COEFFICIENTS FOR CEMENT CONSUMPTION S.H.-18.0 WATER SUPPLY
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1.0 COEFFICIENTS FOR CEMENT CONSUMPTION
18.0 WATER SUPPLY
Code Description Unit Quantity of cementNo. per unit quantity of
work (Quintals)
19.1 Jointing glazed stoneware pipes with stiff mixture of cementmortar in the proportion of (1:1).
19.1.1 100 mm diameter 100 metre 2.17
19.1.2 150 mm diameter 100 metre 3.23
19.1.3 200 mm diameter 100 metre 4.33
19.1.5 250 mm diameter 100 metre 5.40
19.1.6 300 mm diameter 100 metre 6.47
19.2 Laying cement concrete (1:5:10) alround S.W. pipes:
19.2.1 100 mm diameter S.W. pipe 100 metre 19.24
19.2.2 150 mm diameter S.W. pipe 100 metre 23.53
19.2.3 200 mm diameter S.W. pipe 100 metre 27.43
19.2.5 250 mm diameter S.W. pipe 100 metre 31.72
19.3 Laying cement concrete (1:5:10) upto haunches ofS.W. pipes:
19.3.1 100 mm diameter S.W. pipe 100 metre 9.14
19.3.2 150 mm diameter S.W. pipe 100 metre 14.82
19.3.3 200 mm diameter S.W. pipe 100 metre 17.42
19.3.5 250 mm diameter S.W. pipe 100 metre 20.28
19.3.6 300 mm diameter S.W. pipe 100 metre 23.40
19.4 Providing and fixing square-mouth S.W. gully trap :
19.4.1 100x100 mm size P type each 0.27
19.4.2 150 x 100 mm size P type. each 0.26
19.4.3 180x150 mm size P type each 0.25
19.6 P/L NP2 class R.C.C. pipes with collars jointed withstiff mixture of cement mortar in the proportion of (1:2):
19.6.1 100 mm dia. R.C.C. pipe 100 metre 0.50
19.6.2 150 mm dia. R.C.C. pipe 100 metre 0.60
19.6.3 250 mm dia. R.C.C. pipe 100 metre 0.90
19.6.4 300 mm dia. R.C.C. pipe 100 metre 1.10
19.6.5 450 mm dia. R.C.C. pipe 100 metre 2.40
19.6.6 500 mm dia. R.C.C. pipe 100 metre 2.60
19.6.7 600 mm dia. R.C.C. pipe 100 metre 3.20
19.6.8 700 mm dia. R.C.C. pipe 100 metre 3.70
19.6.9 800 mm dia. R.C.C. pipe 100 metre 4.20
COEFFICIENTS FOR CEMENT CONSUMPTION S.H.-19.0 DRAINAGE
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Code Description Unit Quantity of cementNo. per unit quantity of
work (Quintals)
19.6.10 900 mm dia. R.C.C. pipe 100 metre 4.90
19.6.11 1000 mm dia. R.C.C. pipe 100 metre 5.50
19.6.12 1100 mm dia. R.C.C. pipe 100 metre 6.10
19.6.13 1200 mm dia. R.C.C. pipe 100 metre 6.80
19.7 Constructing brick masonry manhole in cement mortar (1:4).
19.7.1 Inside size 90x80 cm and 45 cm deep each 2.92
19.7.2& Inside size 120x90 cm and 90 cm.deep19.7.3 each 4.73
19.8 Extra for depth for manholes
19.8.1 Size 90x80 cm metre 1.26
19.8.2 Size 120x90 cm metre 1.52
19.9 Constructing brick masonry circular type manhole 0.91 minternal dia at bottom and 0.56m dia at top in cementmortar (1:4).
19.9.1 0.91 m deep each 2.75
19.10 Extra depth for circular type manhole 0.91m internal dia(at bottom) with beyond 0.91m to 1.67m metre 1.40
19.11 Constructing brick masonry circular manhole 1.22minternal dia at bottom and 0.56m dia at top in cementmortar (1:4).
19.11.1 1.68 m deep each 5.39
19.12 Extra depth for circular type manhole 1.22m internal dia(at bottom) beyond 1.68 m to 2.29 m. metre 1.43
19.13 Constructing brick masonry circular manhole 1.52 m internaldia at bottom and 0.56 m dia at top in cement mortar (1:4).
19.13.1 2.30 m deep each 10.86
19.14 Extra depth for circular type manhole 1.52 m internal dia(at bottom) beyond 2.30 m. metre 3.11
19.15 Providing M.S. foot rests including fixing in manholes with20x20x10 cm cement concrete blocks (1:3:6). 100 nos. 0.88
19.16 Providing orange colour safety foot rest. 100 nos 1.98
19.17 Replacement of M.S. foot rests in manholes with20x10x10 cm C.C. blocks (1:3:6) mix. 100 nos 0.88
19.19 Providing and fixing in position precast R.C.C. manholecover and frame.
19.19.1 L D- 2.5
19.19.1.1 Rectangular shape 600x450mm internal dimensions each 0.128
19.19.1.2 Square shape 450mm internal dimensions each 0.096
19.19.1.3 Circular shape 450mm internal diameter each 0.096
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429COEFFICIENTS FOR CEMENT CONSUMPTION S.H.-19.0 DRAINAGE
Code Description Unit Quantity of cementNo. per unit quantity of
work (Quintals)
19.19.2 M D - 10
19.19.2.1 Square shape 450mm internal dimension each 0.128
19.19.2.2 Circular shape 500mm internal diameter each 0.096
19.19.3 H D - 20
19.19.3.1 Circular shape 560 mm internal diameter each 0.096
19.19.4 EHD - 35
19.19.4.1 Circular shape 560 mm internal dia each 0.096
19.21 Making connection of drain or sewer line with existingmanhole and making good the walls, floors withC.C.(1:2:4) mix.
19.21.1 For pipes 100 to 250 mm diameter each 0.056
19.21.2 For pipes 250 to 300 mm diameter each 0.095
19.21.3 For pipes 350 to 450 mm diameter each 0.153
19.22 Providing sand cast iron drop connection externally for60 cm drop from branch sewer line to main sewer manhole. :
19.22.1 100 mm dia sand cast iron drop connection each 0.34
19.22.2 150 mm dia sand cast iron drop connection each 0.46
19.23 Extra for depths beyond 60 cm of sand cast iron dropconnection. :
19.23.1 For 100 mm dia. sand cast iron drop connection metre 0.21
19.23.2 For 150 mm dia. sand cast iron drop connection metre 0.26
19.27 Constructing brick masonry road gully chamber 50x45x60cm in cement mortar (1:4). each 0.93
19.28 Constructing brick masonry road gully chamber 45x45x77.5 cm in cement mortar (1:4). each 0.82
19.29 Constructing brick masonry road gully chamber 110x50x77.5 cm in cement mortar (1:4). each 1.66
19.30 Constructing brick masonry chamber for undergroundC.I. inspection chamber and bends in cement mortar (1:4).
19.30.1 Inside dimensions 455x610 mm and 45 cm deepfor single pipe line each 0.90
19.30.2 Inside dimensions 500x700 mm and 45 cmdeep for pipe line with one or two inlets each 1.02
19.30.3 Inside dimensions 600x 850 mm and 45 cm deepfor pipe line with three or more inlets each 1.27
19.31 Extra for depth beyond 45 cm of brick masonry chamber :
19.31.1 For 455x610 mm size metre 0.87
19.31.2 For 500x700 mm size metre 0.95
19.31.3 For 600x850 mm size metre 1.12BHADANI Q
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Code Description Unit Quantity of cementNo. per unit quantity of
work (Quintals)
19.32 Making soak pit 2.5 m diameter 3.0 metre deep. each 0.072
19.34 Providing and fixing S.W. intercepting trap in manholeswith stiff mixture of cement mortar (1:1).
19.34.1 100 mm dia each 0.013
19.34.2 150 mm dia each 0.019
19.35 P/L Non pressure Np-3 class
19:35:1 a) 450 mm dia RCC pipe 100 Mtrs. 1.20
19:35:2 a) 600 mm dia R.C.C. pipe 100 mtrs. 1.60
19:35:3 a) 900 mm dia R.C.C. pipe 100 mtrs. 2.50
19:35:4 a) 1000 mm dia RCC pipe 100 mtrs. 2.80
19:35:5 a) 1200 mm dia RCC pipe 100 mtrs. 3.40
19:35:6 a) 1800 mm dia RCC pipe 100 mtrs. 4.90
19:36 P/L Non pressure Np-4 class
19:36:1 450 mm dia RCC pipes 100 mtrs. 1.20
19:36:2 600 mm dia RCC pipes 100 mtrs. 1.60
19:36:3 900 mm dia RCC pipes 100 mtrs. 2.50
19:36:4 1000 mm dia RCC pipes 100 mtrs. 2.80
19:36:5 1200 mm dia RCC pipes 100 mtrs. 3.40
19:36:6 1800 mm dia RCC pipes 100 mtrs. 4.90
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431COEFFICIENTS FOR CEMENT CONSUMPTION S.H.-20.0 PILE WORK
1.0 COEFFICIENTS FOR CEMENT CONSUMPTION
20.0 PILE WORK
Code Description Unit Quantity of cementNo. per unit quantity of
work (Quintals)
20.1 Providing, driving and installing driven cast-in-situ reinforcedcement concrete piles of grade M -25.
20.1.1 400 mm dia piles metre 0.414
20.1.2 450 mm dia piles metre 0.525
20.1.3 500 mm dia piles metre 0.648
20.1.4 550 mm dia piles metre 0.784
20.1.5 750 mm dia piles. metre 1.456
20.1.6 1000 mm dia piles metre 2.590
20.1.7 1200 mm dia piles metre 3.729
20.1.8 1500 mm dia piles metre 5.83
20.2 Boring, providing and installing bored cast-in-situ reinforcedcement concrete piles of grade M -25 by tripod and mechanicalwinch machine.
20.2.3 450 mm dia piles metre 0.525
20.2.4 500 mm dia. piles metre 0.648
20.2.5 600 mm dia piles metre 0.932
20.2.6 750 mm dia piles. metre 1.456
20.2A Boring, providing and installing bored cast-in-situ reinforcedcement concrete piles of grade M -25 by crawler mounted,telescopic boom hydraulic pilling Rig. metre 1.456
20.2A.1 600 mm dia piles metre 0.932
20.2A.2 750 mm dia piles metre 1.456
20.2A.3 1000 mm dia piles metre 2.590
20.2A.4 1200 mm dia piles metre 3.729
20.2A.5 1500 mm dia pile metre 5.830
20.3 Boring, Providing and installing cast in situ single underreamed piles of grade M -25.
20.3.1 300 mm dia piles metre 0.257
20.3.2 400 mm dia piles metre 0.488
20.3.3 450 mm dia piles metre 0.629
20.3.4 550 mm dia piles metre 0.792
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20.4 Extra for providing additional bulb in under reamed piles.
20.4.1 300 mm dia piles each 0.109
20.4.2 400 mm dia piles each 0.208
20.4.3 450 mm dia piles each 0.267
20.4.4 550 mm dia piles each 0.396
20.5 Providing, driving and installing driven Pre-cast reinforcedcement concrete piles of grade M -25.
20.5.1 400 mm dia piles metre 0.414
20.5.2 450 mm dia piles metre 0.525
20.5.3 500 mm dia piles metre 0.648
20.5.4 550 mm dia piles metre 0.784
20.5.5 750 mm dia piles metre 1.795
20.5.6 1000 mm dia piles metre 2.590
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433COEFFICIENTS FOR CEMENT CONSUMPTION S.H.-22.0 WATER PROOFING
1.0 COEFFICIENTS FOR CEMENT CONSUMPTION
22.0 WATER PROOFING
Code Description Unit Quantity of cementNo. per unit quantity of
work (Quintals)
22.1 P/L integral cement based treatment for water proofing onhorizontal surface. :
22.1.1 Using rough kota stone sqm 0.342
22.2 P/L integral cement based treatment for water proofing onthe vertical surface. :
22.2.1 Using rough Kota stone sqm 0.443
22.3 P/L water proofing treatment to vertical and horizontalsurfaces of depressed portions of W.C., kitchen and the likeconsisting of:
i) Ist course of applying cement slurry @ 4.4 kg/sqm
ii) IInd course of 20mm cement plaster (1:3)
iii) IIIrd course of applying blown or residual bitumen appliedhot at 1.7 Kg. per sqm of area
iv) IVth course of 400 micron thick PVC sheet sqm 0.158
22.5 P/L water proofing treatment in sunken portion of WCs,bathroom etc. sqm 0.0123
22.6 P/L water proofing treatment on roofs. sqm 0.0195
22.7 P/L integral cement based water proofing treatment onroofs, balconies, terraces etc. :
22.7.1 With average thickness of 120mm and minimumthickness at khurra as 65 mm sqm 0.387
22.14 Grading roof for water proofing treatment with
22.14.1 Cement concrete 1:2:4 cum 3.20
22.14.2 Cement mortar 1:3 cum 5.10
22.14.3 Cement mortar 1:4 cum 3.80
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1.0 COEFFICIENTS FOR CEMENT CONSUMPTION
23.0 HORTICULTURE & LANDSCAPING
Code Description Unit Quantity of cementNo. per unit quantity of
work (Quintals)
23.30 Providing circular cement concrete pots. 100 nos 4.00
23.31 Providing square cement concrete pots. 100 nos 2.30
COEFFICIENTS FOR CEMENT CONSUMPTION S.H.-23.0 HORTICULTURE & LANDSCAPING434
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