Download - Est Revised Final
-
ESTIMATION OF HONGIRANNA
Sl.No Description Nos L B D1 Earthwork Excavation in Ordinary Soil
Column 16 1.52 1.52 1.52Lift Wall 1 3.20 3.20 1.80Outerside Wall 2 118.25 0.60 0.60Plinth Beam Excavation in Inside Wall 10 9.76 0.45 0.45Sanitary Works 1 103.05 0.60 0.60Chamber 1 3.05 2.44 1.50
2 P.C.CColumn 16 1.52 1.52 0.13Lift Wall 1 3.20 3.20 0.20Outerside Wall 2 118.25 0.60 0.10Plinth Beam Excavation in Inside Wall 10 9.76 0.45 0.10
3 R.C.C M20 GradeFooting Concrete 16 1.52 1.52 0.48Lift Concrete 1 3.20 3.20 0.50Column Concrete 16 0.23 0.45 11.31
4 0.30 0.15 11.31Plinth Beam Concrete 2 150.00 0.30 0.45Beam Concrete 30 8.84 0.20 0.48
6 36.28 0.20 0.48Slab Concrete 3 39.18 8.84 0.15Lintel Throughout 6 39.18 0.20 0.20Chajja Concrete 3 7.93 0.45 0.10Retaining Wall 4 1.98 0.15 11.65
4 R.C.C M20 GradeLoft Concrete 3 7.93 1.22 0.10
5 Size Stones Masonary12 2.56 0.45 1.39
Foundation 1 96.01 0.65 0.65Below Ground Level 1 96.01 0.45 0.60
6 D.P.COuterside Wall 1 96.01 0.45 0.10Plinth Beam Excavation in Inside Wall 10 7.01 0.45 0.08
7 Blocks MasonaryFirst Floor 2 82.62 0.23 3.05Second Floor 7 6.20 0.23 3.05
-
7 3.88 0.23 3.051 6.20 0.23 3.051 4.56 0.23 3.05
DeductionRolling shutters 7 3.73 0.23 2.60
1 13.34 0.23 2.74
8 15mm Plastering14 6.20 2.5914 3.88 2.59
2 6.20 2.592 4.56 2.59
Partition WallGround Floor 4 1.22 2.10
4 1.42 2.10First Floor 4 1.22 2.10
4 1.42 2.10Second Floor 4 1.22 2.10
4 1.42 2.10Retaining Wall 2 1.98 11.80
2 1.98 11.80
9 6mm Plastering Ceiling3 8.84 39.18
Loft Plastering 12 1.22 1.22Chajja 2 7.93 0.45
10 15mm PlasteringBeam 27 8.84 1.13Column 16 1.36 11.80
4 1.00 11.80Slab Projection 12 1.83 0.45
11 Copping Water Patti 3 89.02
12 ReinforcementFooting 1 4451.14Column 1 4075.51Plinth Beam 1 6994.35Beam 1 7743.07Slab Concrete 1 14071.27Loft Concrete 1 787.38Retaining Wall 1 1359.24
-
13 20mm Wall Plastering1 89.02 11.802 89.02 0.90
14 Painting 1 101.79
15 Flooring Concrete M15Cellular 1 35.98 8.84 0.08Parking 1 3.51 8.84 0.08Set Backs 1 3.13 8.84 0.08
16 Daddoing12 1.22 2.1012 1.22 2.10
15% Wastage
17 GraniteStepsThread 54 1.22 0.25Side Walls 54 1.22 0.30Landing 6 1.22 1.2225% Wastage
18 Electrical Cost 1 150000.00
19 Plumbing Cost 1 150000.00
20 Rolling Shutters 7
21 Aluminium Windows12 0.60 0.61
22 Grills1 92.20
23 Collapsible Doors
24 Vitrified Tiles3 36.05 8.84
Skirting15% Wastage
-
25 Earth Filling1 8.84 42.68 0.60
26 Cuddapa
27 Sadarhalli Tiles0 9.15 2.44
Skirting 0 0.00 0.0015% Wastage
28 Brick Masonary12 4.88 0.1 2.10
Additional Estimation1 Earthwork Excavation in Hard Soil 13 1.52 1.52 0.50
2 Size Stone MasonaryBelow Ground Level 1 37.46 0.45 0.45
3 Earth Filling1 4.34 3.05 0.201 5.87 3.05 0.201 3.05 3.05 0.201 4.34 6.33 0.201 2.44 4.34 0.201 9.15 9.15 0.201 4.57 4.57 0.201 4.42 4.57 0.201 1.52 4.57 0.20
5 Fabrication -Dismantling,Shifting
Dismantling Wall
6 Earth Work Consolidation
-
DEDUCTION1 Slab Concrete 1 30.11 0.142 Reinforcement 1 366.973 Loft Concrete 1
(-)Deduction
4 Loft Reinforcement 1 196.05
-
ESTIMATION OF HONGIRANNA
Qty
56.718.485.119.837.111.2
228.3 Cum
4.82.0
14.24.4
25.5 Cum
17.65.1
18.72.0
40.525.220.7
155.99.41.1
13.9310.0 Cum
2.92.9 Cum
19.240.625.985.7 Cum
4.32.46.7 Cum
115.9230.44
-
19.054.353.20
-15.63-8.42
32.98 Cum
224.81140.69
32.1223.62
10.2411.9310.2411.9310.2411.9346.7746.73
581.25 Sqm
1039.1417.86
7.141064.14 Sqm
269.75256.77
47.209.88
583.60 Sqm
267.07267.07 Rmt
4451.144075.516994.357743.07
14071.27787.38
1359.2438122.73 Kgs
-
1050.49160.24
1210.73 Sqm
101.8 Squares
23.862.322.07
28.25 Cum
30.7430.74
9.2270.71 Sqm
16.519.8
8.911.2945.16 Sqm
150000
150000
7.00
4.394.39 Sqm
92.2092.20 Kgs
0.00 Nos
956.25
107.581063.83 SQm
-
226.43226.43 Cum
0.000.00 Sqm
0.000.000.000.00 SQm
1212.3 Cum
Additional Estimation15.1
7.597.6 Cum
2.653.581.865.492.12
16.744.184.041.39
42.05 Cum
3500150030008000
56.7 Cum
-
DEDUCTION4.1
366.9713.2
9.93.3
196.05
-
ESTIMATION OF HONGIRANNA
37.1802510.243902
141.943.902439233.22659
17.559045.1219512 22.680991
9.67073179.6707317
42.61463462.40396357.603659162.62226
43.20274431.55487874.757622
504132
-
831914
-68-37647
225141
32.1223.62
-
3183128
377
-
26644.297
-
Abstract Estimate Of Hongirana
Sl No Description Unit Qty Rate Amount Cement Sand 40mm Jelly Bricks Blocks Boulders Dust1 Earthwork Excavation Cum 8053 15 1207972 P.C.C M10 Grade Cum 25 114 19.10 24.19 1107773 M20 Grade For Footing Cum 22.7 181 17.01 21.55 134594
Column Cum 20.8 166 15.58 19.73 123235Plinth Beam Cum 40.5 324 30.38 38.48 240335Beam Cum 45.9 367 34.41 43.58 272250Slab Cum 155.9 1247 116.90 148.08 924971Lintel Cum 9.4 75 7.05 8.93 55796Chajja Concrete Cum 1.1 9 0.80 1.02 6350Retaining wall Cum 13.9 111 10.39 13.16 82201
4 M15 Grade For loft Concrete Cum 3 23 2.18 2.76 172165 Size Stone Masonary 1:6 Cum 86 124.21 25.70 10279 2056 1028 3018146 D.P.C M10 Grade Cum 7 30 5.02 6.35 302137 Block Masonary 1:6 Cum 33 48 14.84 7769 3119878 15mm Plastering 1:4 Sqm 581 105 14.53 623569 20mm Plastering Sqm 1064 213 37.24 137691
10 15mm Plastering For Beam Sqm 584 117 20.43 7551311 Water Patti Rft 876 24 3.942 1502412 Reinforcement Kgs 38123 50 1906137 013 12mm Ceiling Sqm 1211 97 36.32 9000114 Painting Squares 102 4500 458055 015 Flooring Concrete Cum 28 92 19.78 26.84 11186916 Daddoing Sqm 71 4.95 2.83 597117 Kitchen Rack,Acid Wash,Nosing Sqm 45 018 Electrical Cost Squares 150000 150000 019 Plumbing Cost Squares 150000 150000 020 Flush Doors Nos 0 12000 0 021 Aluminium Windows Sqft 47 320 15116 022 Grills Kgs 92 80 7376 023 M.S Door NOs 0 8000 0 024 Binding Wire,Nails,Transportation Charges L.S 350 80 28000 025 Vitrified Tiles with skirting Sqft 11447 50 572341 74.47 53.19 10485126 Earth Filling Loads 113 800 90571 027 Slab Expenses-Lift Charge extra 3 15000 45000 028 Sadarahalli Tiles Sqft 0 95 0 029 Cuddappa Sqm 0 40 0 030 Earthfilling Consolidation Cuft 7988 6 47930 031 Brick Masnry Cum 12 16.60 4.30 6148.80 53297
Labours1 Block Masoanry Sqft 7769 20 1553772 Size Stone Masonary Cft 1164 18 209463 Rough Plastering,Ceiling Sqft 24584 13 3195914 Smooth Plastering Sqft 6254 13 813055 Rough Plastering For Beam Rft 1557 14 217996 Lintel Concrete Rft 771 70 539707 Chajja,Rack Concrete Sqft 345 70 241808 Flooring Concrete Sqft 7367 12 884069 Door Fixing Nos 300 0
10 Window Fixing Nos 300 011 Water Patti Rft 876 40 35040
20mm Jelly
Size Stone
Materials Amount
-
12 Footing Concrete Cft 800 60 4801113 Beam Concrete Rft 1584 170 26928014 Plinth Beam Rft 984 120 11808015 Column Beam Rft 329 160 5270016 Slab Concrete Sqft 11181 45 50315217 Loft Concrete Sqft 312 45 1404818 Retaininng Wall Sqft 99319 Vitrified Sqft 11447 14 16025620 Nosing L.S 85 220 1870021 Acid Wash L.S 1500022 Granite With Cuddapa Sqft 486 205 9960923 Cuddapa Sqft 0 35 024 Daddoing Sqft 761 13 989125 Skirting Rft 0 18 026 Sadarhalli Sqft 0 26 027 Municipal Plan L.S 600028 Architect Fees L.S 1500029 Brick Masonary Cuft 1323 20 2646430 Railings Rft 104 750 7800031 Staircase NOs 50 1000 5000032 Rolling Shutters NOs 7 20000 140000
3581 492 330 24 7769 10279 2056 1028 3268312.317Materials Calculations
1 Cement Bags 3581 400 14324192 Sand Cuft 17355 40 6941873 20mm Jelly Cuft 11659 50 5829484 40mm Jelly Cuft 853 45 384035 Laterite Nos 7769 35 2719096 Size Stone Nos 10279 12 1233527 Boulders Cft 2056 30 616768 Dust Cft 1028 30 308389 Bricks NOs 7769 6.6 51274
9303134
20% profit 186062711163761
Total Project Cost 94608
-
Extra120797 120797 144957
30114 140892 16907048011 182605 21912652700 175935 211122
118080 358415 430098269280 541530 649835503152 1428123 1713748
53970 109766 13171924180 30531 3663769556 151758 18210914048 31264 3751720946 322760 387312
9653 39865 47838155377 467363 560836
81305 143662 172394148852 286543 343852
21799 97312 11677535040 50064 60077
1906137 1906137 2287364169357 259358 311230
458055 458055 54966648639 160508 192609
9891 15863 19035133309 133309 159971150000 150000 180000150000 150000 180000
0 0 015116 15116 181407376 7376 8851
0 0 028000 28000 33600
160256 572341 837448 100493890571 90571 10868545000 45000 54000
0 0 0 00 0 0 0
47930 47930 5751626464 79761 95713
Labour Amount
-
6000 600015000 15000
78000 7800050000 50000
140000 1400002070671.22 3745633 9084616
-218518
9084616
-
Footing 800.18537 60 48011Column 329.37561 160 52700Slab 11181.163 45 503152Beam 1584 170 269280Plinth Beam 984.00 120 118080Lintel 771 70 53970Chajja 345.43537 70 24180Retaining Wall 993.65976 70 69556
-
Name of Work: Construction of Building at Hongiranna SagarTaluk, Shimoga
Sl No Description of Item Unit Quantity
1
Cum 8053.15
2
Cum 25.46
3
Footing Cum 22.68
Column Cum 20.77
Plinth Beam Cum 40.50
Beam Cum 45.88
Slab Cum 155.87
Lintel Cum 9.40
Chajja Cum 1.07
Earthwork excavation for foundation of buildings, culverts, water supply, sanitary lines and electrical conduits either in pits or in trenches 1.5m and above in width, in ordinary soil complete as per specifications.
Providing and laying in position plain cement concrete of mix M10 with OPC cement with 40mm and down size graded granite metal coarse aggregates and fine aggregtes machine mixed, machine mixed, concrete laid in layers. thick, well compacted, in foundation and plinth, including cost of all materials, labour, HOM of machinery, curing complete as per specifications.
Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement with 20mm and down size graded granite metal coarse aggregates and fine aggregtes , with superplastisiser concrete laid in layers not exceeding 15 cms thick, vibrated for R.C.C. beams, columns of all sizes in foundation plinth and superstructure ground floor level for roof slabs, staircase, lintles, columns, including cost of all materials, labour, HOM of machinery, curing, complete as per specifications and with Formwork.
-
4Slab Cum 2.90
5
Cum 6.69
6
Cum 85.66
7
Wall Cum 32.98
8
Sqm 581.25
Providing and laying in position reinforced cement concrete of design mix M15 with OPC cement with 20mm and down size graded granite metal coarse aggregates and fine aggregtes , with superplastisiser concrete laid in layers not exceeding 15 cms thick, vibrated for R.C.C. beams, columns of all sizes in foundation plinth and superstructure ground floor level for roof slabs, staircase, lintles, columns, including cost of all materials, labour, HOM of machinery, curing, complete as per specifications and with Formwork.
Providing and laying in position Damp Proof concrete of mix M10 with OPC cement with 20mm and down size graded granite metal coarse aggregates and fine aggregtes machine mixed, machine mixed, concrete laid in layers. thick, well compacted, in foundation and plinth, including cost of all materials, labour, HOM of machinery, curing complete as per specifications.
Providing and constructing size stone masonaryof proportion 1:6 including cost of materials, labour charges, scaffolding, curing complete as per specifications.
Providing and constructing load bearing wall with Laterite masonary of proportion 1:5 ( lxb ) including cost of materials, labour charges, scaffolding, curing complete as per specifications.
Providing 15mm Plastering of CM 1:6 including cost of materials, labour charges, scaffolding, curing complete as per specifications.
-
9Sqm 1064.14
10
Sqm 583.60
11 Providing Band Concrete of CM 1:6
Rft 876.00
12
Kgs 38122.73
13
Sqm 1210.73
14
Squares 101.79
Providing 20mm Plastering of CM 1:6 including cost of materials, labour charges, scaffolding, curing complete as per specifications.
Providing 15mm Plastering of CM 1:6 including cost of materials, labour charges, scaffolding, curing complete as per specifications.
Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and Technical Specifications complete as per specificationsMORTH Specification
Providing 6mm Plastering of CM 1:6 including cost of materials, labour charges, scaffolding, curing complete as per specifications.
Providing painting including cost of materials, labour charges, scaffolding, curing complete as per specifications.
-
15
cum 16.00
16
Sqm 70.71
17
Sqm 45.16
18 Electrical Cost
19 Plumbing Cost
Providing and laying in position plain cement concrete of mix M7.5 with OPC cement with 40mm and down size graded granite metal coarse aggregates and fine aggregtes machine mixed, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation and plinth, including cost of all materials, labour, HOM of machinery, curing complete as per specifications.
Providing skirting, dado, rises of steps with colour glazed tiles 30x60cms 6mm thick with border of size 30X10cms on 10mm thick cement plaster 1:3 and jointed with white cement slurry over rough plaster surface ( excluding cost of rough plastered surface which should be measured and paid separately ).
Providing granite in racks,,Acid Wash,Nosing, cement plaster 1:3 and jointed with white cement slurry over rough plaster surface ( excluding cost of rough plastered surface which should be measured and paid separately ).
-
20
Nos 5
21
Sqm 47.24
22
Kgs 92.20
23 Providing M.S Door as per specification
Nos 3
24
25
11446.82
26
Providing Flush Door with Door Frames with lipping,well polished as per specification
Providing and fixing in position aluminium windows and ventilators as per approved drawings
Providing and fixing M.S.grill work for windows and ventilators weighing 28kg/sqm using M.S. flats, or M.S. square rods, or combination of M.S. flats and square rods as per approved design, drawing including cutting steel sections and welding the same to required pattern with a coat of red lead primer,
Binding Wire,Nails,Transportation and other expenses
Providing flooring with 60 cms.x60 cms. size vitrified glazed tiles of approved quality & make, fixed on top of existing flooring fixed with suitable adhesive, including cutting the tiles to the required size and fixing etc., complete.
Filling available excavated earth ( excluding rock ) in sides of foundations upto plinth in layers not exceeding 20 cms. in depth, . including cost of all labour complete as per specifications
-
113.21
27 Lift Charges for slab
1
28
Sqm 0.00
29
Sqm 0.00
30
Consolidation Charges Cft 7988.37
Providing flooring with sadarhalli tiles of approved quality & make, fixed on top of existing flooring fixed with suitable adhesive, including cutting the tiles to the required size and fixing etc., complete.
Providing racks with Cuddapaof approved quality & make, fixed on top of existing flooring fixed with suitable adhesive, including cutting the tiles to the required size and fixing etc., complete.
Filling available excavated earth ( excluding rock ) in sides of foundations upto plinth in layers not exceeding 20 cms. in depth, . including cost of all labour complete as per specifications
-
Name of Work: Construction of Building at Hongiranna SagarTaluk, Shimoga
Total
120797
140892
182605
175935
358415
541530
1428123
109766
30531
Basic Rate (Rs)
Earthwork excavation for foundation of buildings, culverts, water supply, sanitary lines and electrical conduits either in pits or in trenches 1.5m and above in width,
Providing and laying in position plain cement concrete of mix M10 with OPC cement with 40mm and down size graded granite metal coarse aggregates and fine aggregtes machine mixed, machine mixed, concrete laid in layers. thick, well compacted, in foundation and plinth, including cost of all materials, labour, HOM
Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement with 20mm and down size graded granite metal coarse aggregates and fine aggregtes , with superplastisiser concrete laid in layers not exceeding 15 cms thick, vibrated for R.C.C. beams, columns of all sizes in foundation plinth and superstructure ground floor level for roof slabs, staircase, lintles, columns, including cost of all materials, labour, HOM of machinery, curing,
-
31264
39865
322760
467363
143662
Providing and laying in position reinforced cement concrete of design mix M15 with OPC cement with 20mm and down size graded granite metal coarse aggregates and fine aggregtes , with superplastisiser concrete laid in layers not exceeding 15 cms thick, vibrated for R.C.C. beams, columns of all sizes in foundation plinth and superstructure ground floor level for roof slabs, staircase, lintles, columns, including cost of all materials, labour, HOM of machinery, curing,
Providing and laying in position Damp Proof concrete of mix M10 with OPC cement with 20mm and down size graded granite metal coarse aggregates and fine aggregtes machine mixed, machine mixed, concrete laid in layers. thick, well compacted, in foundation and plinth, including cost of all materials, labour, HOM
Providing and constructing size stone masonaryof proportion 1:6 including cost of materials, labour charges, scaffolding, curing complete as per specifications.
Providing and constructing load bearing wall with Laterite masonary of proportion 1:5 ( lxb ) including cost of materials, labour charges, scaffolding, curing complete
-
286543
97312
50064
1906137
259358
458055
-
160508
15863
133309
150000
150000
-
015116
7376
Providing M.S Door as per specification
0
28000
837448
-
800.00 90571
Lift Charges for slab
45000
0
0
3.00 47930
8832097
0.20 1766419.48
10598516.89
-
Name of Work: Construction of Commercial Building at SagarTaluk, Shimoga
Sl No Description of Item Unit Quantity
1
Cum 233.84
2
Cum 25.00
3
Footing Cum 22.70
Column Cum 20.80
Plinth Beam Cum 40.50
Beam Cum 45.90
Slab Cum 155.90
Lintel Cum 9.40
Earthwork excavation for foundation of buildings, culverts, water supply, sanitary lines and electrical conduits either in pits or in trenches 1.5m and above in width, in ordinary soil complete as per specifications.
Providing and laying in position plain cement concrete of mix M10 with OPC cement with 40mm and down size graded granite metal coarse aggregates and fine aggregtes machine mixed, machine mixed, concrete laid in layers. thick, well compacted, in foundation and plinth, including cost of all materials, labour, HOM of machinery, curing complete as per specifications.
Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement with 20mm and down size graded granite metal coarse aggregates and fine aggregtes , with superplastisiser concrete laid in layers not exceeding 15 cms thick, vibrated for R.C.C. beams, columns of all sizes in foundation plinth and superstructure ground floor level for roof slabs, staircase, lintles, columns, including cost of all materials, labour, HOM of machinery, curing, complete as per specifications and with Formwork.
-
Chajja Cum 1.10
Retaining Wall Cum 13.90
4
Slab Cum 3.00
5
Cum 7.00
6
Cum 86.00
7
Providing and laying in position reinforced cement concrete of design mix M15 with OPC cement with 20mm and down size graded granite metal coarse aggregates and fine aggregtes , with superplastisiser concrete laid in layers not exceeding 15 cms thick, vibrated for R.C.C. beams, columns of all sizes in foundation plinth and superstructure ground floor level for roof slabs, staircase, lintles, columns, including cost of all materials, labour, HOM of machinery, curing, complete as per specifications and with Formwork.
Providing and laying in position Damp Proof concrete of mix M10 with OPC cement with 20mm and down size graded granite metal coarse aggregates and fine aggregtes machine mixed, machine mixed, concrete laid in layers. thick, well compacted, in foundation and plinth, including cost of all materials, labour, HOM of machinery, curing complete as per specifications.
Providing and constructing size stone masonaryof proportion 1:6 including cost of materials, labour charges, scaffolding, curing complete as per specifications.
Providing and constructing load bearing wall with Laterite masonary of proportion 1:5 ( lxb ) including cost of materials, labour charges, scaffolding, curing complete as per specifications.
-
Wall Cum 33.00
8
Sqm 412.78
9
Sqm 300.73
10
Sqm 581.00
11 Providing Band Concrete of CM 1:6
Rft 876.00
12
Providing 15mm Plastering of CM 1:6 including cost of materials, labour charges, scaffolding, curing complete as per specifications.
Providing 20mm Plastering of CM 1:6 including cost of materials, labour charges, scaffolding, curing complete as per specifications.
Providing 15mm Plastering of CM 1:6 including cost of materials, labour charges, scaffolding, curing complete as per specifications.
Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and Technical Specifications complete as per specificationsMORTH Specification
-
Kgs 38123.00
13
Sqm 1211.00
14
Squares 102.00
15
cum 28.00
Providing 6mm Plastering of CM 1:6 including cost of materials, labour charges, scaffolding, curing complete as per specifications.
Providing painting including cost of materials, labour charges, scaffolding, curing complete as per specifications.
Providing and laying in position plain cement concrete of mix M7.5 with OPC cement with 40mm and down size graded granite metal coarse aggregates and fine aggregtes machine mixed, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation and plinth, including cost of all materials, labour, HOM of machinery, curing complete as per specifications.
-
16
Sqm 103.03
17
Sqm 45.00
18 Electrical Cost
19 Plumbing Cost
20
Nos 0
Providing skirting, dado, rises of steps with colour glazed tiles 30x60cms 6mm thick with border of size 30X10cms on 10mm thick cement plaster 1:3 and jointed with white cement slurry over rough plaster surface ( excluding cost of rough plastered surface which should be measured and paid separately ).
Providing granite in racks,,Acid Wash,Nosing, cement plaster 1:3 and jointed with white cement slurry over rough plaster surface ( excluding cost of rough plastered surface which should be measured and paid separately ).
Providing Flush Door with Door Frames with lipping,well polished as per specification
-
21
Sqm 47.00
22
Kgs 92.00
23 Providing M.S Door as per specification
Nos 0
24
25
11447.00
26
Providing and fixing in position aluminium windows and ventilators as per approved drawings
Providing and fixing M.S.grill work for windows and ventilators weighing 28kg/sqm using M.S. flats, or M.S. square rods, or combination of M.S. flats and square rods as per approved design, drawing including cutting steel sections and welding the same to required pattern with a coat of red lead primer,
Binding Wire,Nails,Transportation and other expenses
Providing flooring with 60 cms.x60 cms. size vitrified glazed tiles of approved quality & make, fixed on top of existing flooring fixed with suitable adhesive, including cutting the tiles to the required size and fixing etc., complete.
Filling available excavated earth ( excluding rock ) in sides of foundations upto plinth in layers not exceeding 20 cms. in depth, . including cost of all labour complete as per specifications
-
226.00
27 Lift Charges for slab
1
28
Sqm 0.00
29
Sqm 0.00
30
Consolidation Charges Cft 226.00
31 Brick Masoanry 12.00
Providing flooring with sadarhalli tiles of approved quality & make, fixed on top of existing flooring fixed with suitable adhesive, including cutting the tiles to the required size and fixing etc., complete.
Providing racks with Cuddapaof approved quality & make, fixed on top of existing flooring fixed with suitable adhesive, including cutting the tiles to the required size and fixing etc., complete.
Filling available excavated earth ( excluding rock ) in sides of foundations upto plinth in layers not exceeding 20 cms. in depth, . including cost of all labour complete as per specifications
-
Name of Work: Construction of Commercial Building at SagarTaluk, Shimoga
Total
144957
169070
219126
211122
430098
649835
1713748
13179
Basic Rate (Rs)
Earthwork excavation for foundation of buildings, culverts, water supply, sanitary lines and electrical conduits either in pits or in trenches 1.5m and above in width, in
Providing and laying in position plain cement concrete of mix M10 with OPC cement with 40mm and down size graded granite metal coarse aggregates and fine aggregtes machine mixed, machine mixed, concrete laid in layers. thick, well compacted, in foundation and plinth, including cost of all materials, labour, HOM of machinery,
Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement with 20mm and down size graded granite metal coarse aggregates and fine aggregtes , with superplastisiser concrete laid in layers not exceeding 15 cms thick, vibrated for R.C.C. beams, columns of all sizes in foundation plinth and superstructure ground floor level for roof slabs, staircase, lintles, columns, including cost of all materials, labour, HOM of machinery, curing, complete as per specifications
-
36637
182109
37517
47838
387312
Providing and laying in position reinforced cement concrete of design mix M15 with OPC cement with 20mm and down size graded granite metal coarse aggregates and fine aggregtes , with superplastisiser concrete laid in layers not exceeding 15 cms thick, vibrated for R.C.C. beams, columns of all sizes in foundation plinth and superstructure ground floor level for roof slabs, staircase, lintles, columns, including cost of all materials, labour, HOM of machinery, curing, complete as per specifications
Providing and laying in position Damp Proof concrete of mix M10 with OPC cement with 20mm and down size graded granite metal coarse aggregates and fine aggregtes machine mixed, machine mixed, concrete laid in layers. thick, well compacted, in foundation and plinth, including cost of all materials, labour, HOM of machinery,
Providing and constructing size stone masonaryof proportion 1:6 including cost of materials, labour charges, scaffolding, curing complete as per specifications.
Providing and constructing load bearing wall with Laterite masonary of proportion 1:5 ( lxb ) including cost of materials, labour charges, scaffolding, curing complete as per
-
560836
126436
91742
172394
60077
-
311230
458055
192609
-
26414
159971
180000
180000
0
-
18140
8851
Providing M.S Door as per specification
0
28000
1004938
-
108685
Lift Charges for slab
45000
0
0
57516
95713
8129156
-
-3034605.08
-
36239.25 43502
42267.5 72484
54781.5 152510
52780.5 118950
107524.5 106024
162458.75 219672
428437 531944
3294.75 44795
-
9159.25 23683
9379.25 154694
11959.5 25831
58096.8 132207
-
84125.4 275563
18965.4456542 126436
13761.30850244 91742
25859.1 22057
9011.55 13586
-
#VALUE! 735264
46684.5 97540
68708.25 165031
28891.35 101853
-
3962.153956014 26414
23995.65 75357
150000
75000
61500
-
17923
1327.65 85368
24000
25000
200987.6 86090
-
21737 52985
10000
0 313545
0 58405
12653.52 27150
4344100
-
Name of Work: Additional Work For Construction of Building at Hongiranna SagarTaluk, Shimoga
Sl No Description of Item Unit Quantity
1
Cum #REF!
2
Cum #REF!
3
4
Consolidation Charges Cft 4450.74
5 Dismantling(Wall,Cleaning)+Tree Cutting
Seventy Nine Thousand Five Hundred Rupees Only
Earthwork excavation for foundation of buildings, culverts, water supply, sanitary lines and electrical conduits either in pits or in trenches 1.5m and above in width, in ordinary soil complete as per specifications.
Providing and constructing size stone masonaryof proportion 1:6 including cost of materials, labour charges, scaffolding, curing complete as per specifications.
Filling available excavated earth ( excluding rock ) in sides of foundations upto plinth in layers not exceeding 20 cms. in depth, . including cost of all labour complete as per specifications
Filling available excavated earth ( excluding rock ) in sides of foundations upto plinth in layers not exceeding 20 cms. in depth, . including cost of all labour complete as per specifications
-
Name of Work: Additional Work For Construction of Building at Hongiranna SagarTaluk, Shimoga
Total
#REF!
#REF!
#REF!
#REF!
11000
#REF!
Round Off 79500
Seventy Nine Thousand Five Hundred Rupees Only
Basic Rate (Rs)
Earthwork excavation for foundation of buildings, culverts, water supply, sanitary lines and electrical conduits either in pits or in trenches 1.5m and above in width, in
Providing and constructing size stone masonaryof proportion 1:6 including cost of materials, labour charges, scaffolding, curing complete as per specifications.
-
#REF! 43502
#REF! 132207
#REF! 52985
10000
#REF! 27150
2420 27150
-
Sl No Description of Item Unit Quantity
1
Slab Cum
2
Slab Cum
3
Kgs #REF!
Deduction
One Lakhs Two HUndred Rupees Only
Name of Work: Revised (Deduction) Estimate for Construction of Building at Hongiranna SagarTaluk, Shimoga
Providing and laying in position reinforced cement concrete of design mix M15 with OPC cement with 20mm and down size graded granite metal coarse aggregates and fine aggregtes , with superplastisiser concrete laid in layers not exceeding 15 cms thick, vibrated for R.C.C. beams, columns of all sizes in foundation plinth and superstructure ground floor level for roof slabs, staircase, lintles, columns, including cost of all materials, labour, HOM of machinery, curing, complete as per specifications and with Formwork.
Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement with 20mm and down size graded granite metal coarse aggregates and fine aggregtes , with superplastisiser concrete laid in layers not exceeding 15 cms thick, vibrated for R.C.C. beams, columns of all sizes in foundation plinth and superstructure ground floor level for roof slabs, staircase, lintles, columns, including cost of all materials, labour, HOM of machinery, curing, complete as per specifications and with Formwork.
Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and Technical Specifications complete as per specificationsMORTH Specification
-
Total
#REF!
#REF!
#REF!
#REF!
10% Profit #REF!
#REF!
Round Off 100200
One Lakhs Two HUndred Rupees Only
Name of Work: Revised (Deduction) Estimate for Construction of Building at Hongiranna SagarTaluk,
Basic Rate (Rs)
Providing and laying in position reinforced cement concrete of design mix M15 with OPC cement with 20mm and down size graded granite metal coarse aggregates and fine aggregtes , with superplastisiser concrete laid in layers not exceeding 15 cms thick, vibrated for R.C.C. beams, columns of all sizes in foundation plinth and superstructure ground floor level for roof slabs, staircase, lintles, columns, including cost of all materials, labour, HOM of machinery, curing, complete as per specifications
Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement with 20mm and down size graded granite metal coarse aggregates and fine aggregtes , with superplastisiser concrete laid in layers not exceeding 15 cms thick, vibrated for R.C.C. beams, columns of all sizes in foundation plinth and superstructure ground floor level for roof slabs, staircase, lintles, columns, including cost of all materials, labour, HOM of machinery, curing, complete as per specifications
Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and Technical Specifications complete as per specificationsMORTH
-
#REF! 43502
#REF! 132207
-
Name of Work: Construction of Building at Hongiranna SagarTaluk, Shimoga
Sl No Description of Item Unit Quantity
1
Cum 2900.13
2
Cum 10.55
3
Footing Cum 16.70
Column Cum 9.60
Plinth Beam Cum 7.40
Beam Cum 19.10
Slab Cum 43.80
Lintel Cum 2.88
Chajja Cum 1.42
Earthwork excavation for foundation of buildings, culverts, water supply, sanitary lines and electrical conduits either in pits or in trenches 1.5m and above in width, in ordinary soil complete as per specifications.
Providing and laying in position plain cement concrete of mix M10 with OPC cement with 40mm and down size graded granite metal coarse aggregates and fine aggregtes machine mixed, machine mixed, concrete laid in layers. thick, well compacted, in foundation and plinth, including cost of all materials, labour, HOM of machinery, curing complete as per specifications.
Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement with 20mm and down size graded granite metal coarse aggregates and fine aggregtes , with superplastisiser concrete laid in layers not exceeding 15 cms thick, vibrated for R.C.C. beams, columns of all sizes in foundation plinth and superstructure ground floor level for roof slabs, staircase, lintles, columns, including cost of all materials, labour, HOM of machinery, curing, complete as per specifications and with Formwork.
-
4Slab Cum 13.22
5
Cum 3.24
6
Cum 37.20
7
Wall Cum 60.11
8
Sqm 412.78
Providing and laying in position reinforced cement concrete of design mix M15 with OPC cement with 20mm and down size graded granite metal coarse aggregates and fine aggregtes , with superplastisiser concrete laid in layers not exceeding 15 cms thick, vibrated for R.C.C. beams, columns of all sizes in foundation plinth and superstructure ground floor level for roof slabs, staircase, lintles, columns, including cost of all materials, labour, HOM of machinery, curing, complete as per specifications and with Formwork.
Providing and laying in position Damp Proof concrete of mix M10 with OPC cement with 20mm and down size graded granite metal coarse aggregates and fine aggregtes machine mixed, machine mixed, concrete laid in layers. thick, well compacted, in foundation and plinth, including cost of all materials, labour, HOM of machinery, curing complete as per specifications.
Providing and constructing size stone masonaryof proportion 1:6 including cost of materials, labour charges, scaffolding, curing complete as per specifications.
Providing and constructing load bearing wall with Laterite masonary of proportion 1:5 ( lxb ) including cost of materials, labour charges, scaffolding, curing complete as per specifications.
Providing 15mm Plastering of CM 1:6 including cost of materials, labour charges, scaffolding, curing complete as per specifications.
-
9Sqm 300.73
10
Sqm 84.43
11 Providing Band Concrete of CM 1:6
Rft 240.00
12
Kgs 11764.22
13
Sqm 398.92
14
Squares 31.89
Providing 20mm Plastering of CM 1:6 including cost of materials, labour charges, scaffolding, curing complete as per specifications.
Providing 15mm Plastering of CM 1:6 including cost of materials, labour charges, scaffolding, curing complete as per specifications.
Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and Technical Specifications complete as per specificationsMORTH Specification
Providing 6mm Plastering of CM 1:6 including cost of materials, labour charges, scaffolding, curing complete as per specifications.
Providing painting including cost of materials, labour charges, scaffolding, curing complete as per specifications.
-
15
cum 16.00
16
Sqm 103.03
17
Sqm 22.36
18 Electrical Cost
19 Plumbing Cost
Providing and laying in position plain cement concrete of mix M7.5 with OPC cement with 40mm and down size graded granite metal coarse aggregates and fine aggregtes machine mixed, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation and plinth, including cost of all materials, labour, HOM of machinery, curing complete as per specifications.
Providing skirting, dado, rises of steps with colour glazed tiles 30x60cms 6mm thick with border of size 30X10cms on 10mm thick cement plaster 1:3 and jointed with white cement slurry over rough plaster surface ( excluding cost of rough plastered surface which should be measured and paid separately ).
Providing granite in racks,,Acid Wash,Nosing, cement plaster 1:3 and jointed with white cement slurry over rough plaster surface ( excluding cost of rough plastered surface which should be measured and paid separately ).
-
20
Nos 5
21
Sqm 56.01
22
Kgs 927.91
23 Providing M.S Door as per specification
Nos 3
24
25
911.57
26
63.08
Providing Flush Door with Door Frames with lipping,well polished as per specification
Providing and fixing in position aluminium windows and ventilators as per approved drawings
Providing and fixing M.S.grill work for windows and ventilators weighing 28kg/sqm using M.S. flats, or M.S. square rods, or combination of M.S. flats and square rods as per approved design, drawing including cutting steel sections and welding the same to required pattern with a coat of red lead primer,
Binding Wire,Nails,Transportation and other expenses
Providing flooring with 60 cms.x60 cms. size vitrified glazed tiles of approved quality & make, fixed on top of existing flooring fixed with suitable adhesive, including cutting the tiles to the required size and fixing etc., complete.
Filling available excavated earth ( excluding rock ) in sides of foundations upto plinth in layers not exceeding 20 cms. in depth, . including cost of all labour complete as per specifications
-
27 Lift Charges for slab
1
28
Sqm 2159.40
29
Sqm 648.94
30
Consolidation Charges Cft 4450.74
Additional Estimation
Revised Estimate After Deduction
Grand Total
Forty Three Lakhs Twenty Three Thousand Four Hundred Rupees Only
Providing flooring with sadarhalli tiles of approved quality & make, fixed on top of existing flooring fixed with suitable adhesive, including cutting the tiles to the required size and fixing etc., complete.
Providing racks with Cuddapaof approved quality & make, fixed on top of existing flooring fixed with suitable adhesive, including cutting the tiles to the required size and fixing etc., complete.
Filling available excavated earth ( excluding rock ) in sides of foundations upto plinth in layers not exceeding 20 cms. in depth, . including cost of all labour complete as per specifications
-
Name of Work: Construction of Building at Hongiranna SagarTaluk, Shimoga
Total
43502
72484
152510
118950
106024
219672
531944
44795
23683
Basic Rate (Rs)
Earthwork excavation for foundation of buildings, culverts, water supply, sanitary lines and electrical conduits either in pits or in trenches 1.5m and above in width, in
Providing and laying in position plain cement concrete of mix M10 with OPC cement with 40mm and down size graded granite metal coarse aggregates and fine aggregtes machine mixed, machine mixed, concrete laid in layers. thick, well compacted, in foundation and plinth, including cost of all materials, labour, HOM of machinery,
Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement with 20mm and down size graded granite metal coarse aggregates and fine aggregtes , with superplastisiser concrete laid in layers not exceeding 15 cms thick, vibrated for R.C.C. beams, columns of all sizes in foundation plinth and superstructure ground floor level for roof slabs, staircase, lintles, columns, including cost of all materials, labour, HOM of machinery, curing, complete as per specifications
-
154694
25831
132207
275563
126436
Providing and laying in position reinforced cement concrete of design mix M15 with OPC cement with 20mm and down size graded granite metal coarse aggregates and fine aggregtes , with superplastisiser concrete laid in layers not exceeding 15 cms thick, vibrated for R.C.C. beams, columns of all sizes in foundation plinth and superstructure ground floor level for roof slabs, staircase, lintles, columns, including cost of all materials, labour, HOM of machinery, curing, complete as per specifications
Providing and laying in position Damp Proof concrete of mix M10 with OPC cement with 20mm and down size graded granite metal coarse aggregates and fine aggregtes machine mixed, machine mixed, concrete laid in layers. thick, well compacted, in foundation and plinth, including cost of all materials, labour, HOM of machinery,
Providing and constructing size stone masonaryof proportion 1:6 including cost of materials, labour charges, scaffolding, curing complete as per specifications.
Providing and constructing load bearing wall with Laterite masonary of proportion 1:5 ( lxb ) including cost of materials, labour charges, scaffolding, curing complete as per
-
91742
22057
13586
735264
97540
165031
-
101853
26414
75357
150000
75000
-
61500
17923
85368
Providing M.S Door as per specification
24000
25000
86090
52985
-
Lift Charges for slab
10000
313545
58405
27150
(A) 4344100
(B) 79500.00
(C) 100200.00
(A+B-C) 4323400Forty Three Lakhs Twenty Three Thousand Four Hundred Rupees Only
-
10875.50346107 43502
18120.89892829 72484
38127.3952149 152510
29737.6 118950
26505.9625 106024
54917.88125 219672
132985.925 531944
11198.63854469 44795
5920.853323171 23683
-
38673.40989984 154694
6457.685330716 25831
19831.09945631 132207
41334.41757362 275563
18965.4456542 126436
-
13761.30850244 91742
3308.494194941 22057
2037.9 13586
183815.947425 735264
14630.92847728 97540
24754.6125 165031
-
15277.91239967 101853
3962.153956014 26414
11303.4821824 75357
150000
75000
-
61500
17923
12805.15709697 85368
24000
25000
17217.9258624 86090
10597.0032 52985
-
10000
62708.93227145 313545
11680.91119767 58405
5972.894883648 27150
4344100
-
BASIC RATES OF MATERIALS FOR WORK AT ANALEKOPPA SITE
Material Quantity Rate Per (RS.) Unit
CEMENT 1.00 400.00 BagSAND 1.00 1411.20 Cum 1411.2040mm Aggregarte 1.00 1340.64 Cum 38.00AGGREGATE 1.00 1764.00 Cum 50.00 50BOULDER 1.00 1234.00 Cum 34.98 1234.8MURUM 1.00 850.00 CumSal/ Honney WOOD 1.00 3000.00 CftTEAK WOOD 1.00 4000.00 CftBRICKS 16"x8"x8" HOLLOW 1.00 36.00 No
1.00 36.00 No
1.00 36.00 NoLIME 1.00 10.00 KgSTEEL 1.00 50.00 KgCERAMIC TILES 1.00 46.00 SftGLAZED TILES 1.00 45.00 SftVITRIFIED TILES 1.00 50.00 Sft
1.00 40.00 SftBINDING WIRE 1.00 80.00 KgBRICKS 1.00 6.60 Nos
2. RATE ANALYSIS FOR BOULDER SOLLING FOR UNIT 1.00 CUM
Material Quantity Rate Per Amount New Rates(RS.) Unit (RS.) (RS.)Boulders 1.00 1234.00 Cum 1,234.00 Dust in voids 0.50 987.84 Cum 493.92 Labour 35.28 15.00 Cft 529.20
2,257.12 Add 25% Contractor Profit 451.42
Cum 2,708.54
5.Rate Analysis for P.C.C.1;4;8( M 7.5) FOR UNIT 1.00 CUM
Material Quantity Rate Per Amount New Rates(RS.) Unit (RS.) (RS.)
Metal over size-40mm Jelly 0.92 1340.64 Cum 1,233.39 Sand 0.58 1411.20 Cum 818.50 Cement 3.30 400.00 Bag 1,320.00 Labour= 14.00/Sft 107.60 14.00 Sqft 1,506.40
4,878.28 Add 25% Contractor Profit 1,219.57 Total Cum 6,097.86
BRICKS 16"x8"x8" SOLID 30KG/CM SQ.BRICKS 16"x8"x4" SOLID 50KG/CM SQ.
KOTTA TILES 22 1/2"X22 1/2"
-
8.Rate Analysis for Footing with Steel using M-20 Grade FOR UNIT 1.00 CUM
Material Quantity Rate Per Amount New Rates(RS.) Unit (RS.) (RS.)
Cost of Material 1.00 5,043.00 Cum 5,043.00
35.28 70.00 Sqft 2,469.60
Bhistie 0.50 100.00 L.S 50.00 7,562.60
Add 25% Contractor Profit 1,890.65 Total Cum 9,453.25
29.Rate Analysis of Steel
Material Quantity Rate Per Amount New Rates(RS.) Unit (RS.) (RS.)Basic Rate Of Steel 1.00 50.00 Kg 50.00
0.10 50.00 Kg 5.00
0.02 80.00 Kg 1.60 Labour Charges 1.00 6.00 Kg 6.00
62.60 Add 25% Contractor Profit 15.65 Total Kg 78.25
29.Rate Analysis of Steel without labour
Material Quantity Rate Per Amount New Rates(RS.) Unit (RS.) (RS.)Basic Rate Of Steel 1.00 50.00 Kg 50.00
0.10 50.00 Kg 5.00
0.02 80.00 Kg 1.60 56.60
Add 25% Contractor Profit 14.15 Total Kg 70.75
9.Rate Analysis for Coloumn with Steel using M-20 Grade FOR UNIT 1.00 CUM(0.45*0.45)
Material Quantity Rate Per Amount New Rates(RS.) Unit (RS.) (RS.)Cost of Material 1.00 5,311.00 Cum 5,311.00
16.40 310.00 Rft 5,084.00
Steel 82 - Kg -
Labour for Bhiste L.S 50.00 L.S 50.00 10,445.00
Add: Labour for Concreting @70.00 per Sqft icluding vibrator and mixer machine
10% For Wastage & Lapping LengthBinding Wire charges 20 Kg/ MT.
10% For Wastage & Lapping LengthBinding Wire charges 20 Kg/ MT.
Add: Labour for Concreting with formwork @ 310 per Rft
-
Add 25% Contractor Profit 2,611.25 Total Cum 13,056.25
10.RCC Plinth Beams without steel using M-20 Grade FOR UNIT 1.00 CUM (0.23 x 0.45)
Material Quantity Rate Per Amount New Rates(RS.) Unit (RS.) (RS.)Cost of Materials 1.00 5,311.00 Cum 5,311.00
32.80 140.00 Rft 4,592.00
Labour for Bhiste 1 50.00 L.S 50.00 Steel 164 - Kg -
9,953.00 Add 25% Contractor Profit 2,488.25 Total Cum 12,441.25
10.RCC Mezzaline Beams without steel using M-20 Grade FOR UNIT 1.00 CUM (0.23 x 0.45)
Material Quantity Rate Per Amount New Rates(RS.) Unit (RS.) (RS.)Cost of Materials 1.00 5,311.00 Cum 5,311.00
32.80 275.00 Rft 9,020.00
Labour for Bhiste 1 50.00 L.S 50.00 Steel 164 - Kg -
14,381.00 Add 25% Contractor Profit 3,595.25 Total Cum 17,976.25
10.RCC Tie Beams without steel using M-20 Grade FOR UNIT 1.00 CUM (0.23 x 0.45)
Material Quantity Rate Per Amount New Rates(RS.) Unit (RS.) (RS.)Cost of Materials 1.00 5,311.00 Cum 5,311.00
32.80 275.00 Rft 9,020.00
Labour for Bhiste 1 50.00 L.S 50.00 Steel 164 - Kg -
14,381.00 Add 25% Contractor Profit 3,595.25 Total Cum 17,976.25
14.RCC Slab beams without Steel using M-20 Grade concrete FOR UNIT 1.00 CUM(0.23*0.45)
Material Quantity Rate Per Amount New Rates(RS.) Unit (RS.) (RS.)Cost of Materials 1.00 5,311.00 Cum 5,311.00
Add: Labour for Concreting with formwork and steel @ 140 per Rft
Add: Labour for Concreting with formwork and steel @ 275 per Rft
Add: Labour for Concreting with formwork and steel @ 275 per Rft
-
Machine Rent 1.00 1000.00 L.S. 1,000.00 Add: Labour for Mason 1.00 450.00 Cum 450.00
31.69 250.00 Rft 7,922.50 For Bhiste 0.50 125.00 LS 62.50
14,746.00 Add 25% Contractor Profit 3,686.50 Total Cum 18,432.50
15.Slab without Steel using M-20 Grade concrete FOR UNIT 1.00 CUM 6" thick
Material Quantity Rate Per Amount New Rates(RS.) Unit (RS.) (RS.)Cost of Materials 1.00 5,311.00 Cum 5,311.00 Machine Rent 1.00 1000.00 L.S. 1,000.00 Add: Labour for Mason 1.00 375.00 Cum 375.00
86.08 60.00 Sqft 5,164.80 Labour for bhistle 0.50 125.00 LS 62.50
11,913.30 Add 25% Contractor Profit 2,978.33 Total Cum 14,891.63
18.16"X8"X4"THK SOLID BLOCK MASONRY FOR UNIT 100.00 SFT
Material Quantity Rate Per Amount New Rates(RS.) Unit (RS.) (RS.)125.00 36.00 No. 4,500.00
Cement 1.70 400.00 Bag 680.00 Sand 0.35 1411.20 Cum 493.92
107.60 20.00 Sft 2,152.00 Add: Labour for Bhistle 0.50 125.00 Each 62.50 Scaffolding 1.00 150.00 L.S. 150.00
8,038.42 Add 25% Contractor Profit 2,009.61 Total 100Sft 10,048.03
Sqm 933.83
21) Ceiling Plastering for Unit 100Sft 12mm thick(rough)
Material Quantity Rate Per Amount New Rates(RS.) Unit (RS.) (RS.)Cement 1.50 400.00 Bag 600.00 Sand 8.47 40.00 Cft 338.80 Labour Mason@ 15per Sft 107.60 15.00 Sft 1,614.00 Bhistie 1.00 150.00 Each 150.00 Scaffolding 1.00 150.00 L.S. 150.00
For Centring work @ 250 per Rft
For Centring work @60 per Sqft
SOLID BLOCKS (30KG/CM SQ.)
Add: Labour Mason (including dressing)
-
2,852.80 Add 25% Contractor Profit 713.20 Total 100Sft 3,566.00
1Sqm 331.41
22) Lime polish For Unit 100 Sft
Material Quantity Rate Per Amount New Rates(RS.) Unit (RS.) (RS.)Cement 0.25 400.00 Bag 100.00 Lime 34.00 6.00 Kg 204.00 Labour Mason 50.00 1.50 Sft 75.00
379.00 Add 25% Contractor Profit 94.75 Total Sft 473.75
Sft 4.74
23) Internal Plastering for Walls for Unit 100 Sft
Material Quantity Rate Per Amount New Rates(RS.) Unit (RS.) (RS.)Cement 1.50 400.00 Bag 600.00 Sand 8.47 40.00 Cft 338.80 Labour Mason@ 14per Sft 100.00 14.00 Sft 1,400.00 Scaffolding 1 150.00 L.S. 150.00
2,488.80 Add 25% Contractor Profit 622.20 Total 100Sft 3,111.00
1 Sqm 289.13 26.87
24) External Plastering for Unit 100 Sft 20mm thick
Material Quantity Rate Per Amount New Rates(RS.) Unit (RS.) (RS.)Cement 3.00 400.00 Bag 1,200.00 Sand 10.59 40.00 Cft 423.60 Labour Mason@ 18per Sft 100.00 18.00 Sft 1,800.00 Scaffolding 1.00 25.00 L.S. 25.00
3,448.60 Add 25% Contractor Profit 862.15 Total 100Sft 4,310.75
1 Sqm 400.63
34.Antiskid Tiled Flooring 10m2
Material Quantity Rate Per Amount New Rates(RS.) Unit (RS.) (RS.)Basic Rate of Tile Tiles 11.00 495.00 Sft 5,445.00 Cement 2.00 400.00 Bag 800.00
-
Sand 0.4 1411.20 Cum 564.48 107.60 13.00 Sqm 1,398.80
8,208.28 Add 25% Contractor Profit 2,052.07 Total 10 Sqm 10,260.35
1Sqm 1,026.04
35.Vitrified Tiled Skirting 10m2
Material Quantity Rate Per Amount New Rates(RS.) Unit (RS.) (RS.)Basic Rate of Tile Tiles 11.00 495.00 Sft 5,445.00 Cement 2.00 400.00 Bag 800.00 Sand 0.4 1411.20 Cum 564.48
100.00 42.64 Rmt 4,264.00 11,073.48
Add 25% Contractor Profit 2,768.37 Total 10 Sqm 13,841.85
1Sqm 1,384.19
34.Vitrified Tiled Flooring 10m2
Material Quantity Rate Per Amount New Rates(RS.) Unit (RS.) (RS.)Basic Rate of Tile Tiles 150.00 45.00 Sft 6,750.00 Cement 2.00 400.00 Bag 800.00 Sand 0.4 1411.20 Cum 564.48
107.60 13.00 Sqft 1,398.80
100.00 13.00 Rft 1,300.00 10,813.28
Add 25% Contractor Profit 2,703.32 Total 10 Sqm 13,516.60
1Sqm 1,351.66
24)Red Oxide for Unit 100 Sft
Material Quantity Rate Per Amount New Rates(RS.) Unit (RS.) (RS.)Cement 2.00 400.00 Bag 800.00 Sand 0.50 1411.20 Cft 705.60 Labour Mason 100.00 20.00 Sft 2,000.00 Red Oxide 1.00 200.00 L.S. 200.00
3,705.60 Add 25% Contractor Profit 926.40 Total 100Sft 4,632.00
Labour for fixing @13 per Sqft
Labour for Cutting & fixing @13 per Rft
Labour for fixing @13 per SqftLabour for fixing @13 per Rft
-
SQm 430.48
34.Antiskid -Glazed Tiled Flooring 10m2
Material Quantity Rate Per Amount New Rates(RS.) Unit (RS.) (RS.)Basic Rate of Tile Tiles 11.00 495.00 Sft 5,445.00 Cement 2.00 400.00 Bag 800.00 Sand 0.4 1411.20 Cum 564.48
107.60 13.00 Sqm 1,398.80 8,208.28
Add 25% Contractor Profit 2,052.07 Total 10 Sqm 10,260.35
1Sqm 1,026.04
35.BRICK MASONRY FOR UNIT 100.00 SFT
Material Quantity Rate Per Amount New Rates(RS.) Unit (RS.) (RS.)BRICKS 1430.00 6.50 No. 9,295.00 Cement 1.70 400.00 Bag 680.00 Sand 0.35 1411.20 Cum 493.92
107.60 20.00 Sft 2,152.00 Add: Labour for Bhistle 0.50 125.00 Each 62.50 Scaffolding 1.00 150.00 L.S. 150.00
12,833.42 Add 25% Contractor Profit 3,208.36 Total 100Sft 16,041.78
Sqm 1,490.87 138.56
Labour for fixing @13 per Sqft
Add: Labour Mason (including dressing)
-
2. RATE ANALYSIS FOR BOULDER SOLLING FOR UNIT 1.00 CUMAmount
(RS.)
1058.4
5.Rate Analysis for P.C.C.1;4;8( M 7.5) FOR UNIT 1.00 CUMAmount
(RS.)
0.145 0.73
-
8.Rate Analysis for Footing with Steel using M-20 Grade FOR UNIT 1.00 CUMAmount
(RS.)
29.Rate Analysis of SteelAmount
(RS.)
29.Rate Analysis of Steel without labourAmount
(RS.)
9.Rate Analysis for Coloumn with Steel using M-20 Grade FOR UNIT 1.00 CUM(0.45*0.45)Amount
(RS.)0.3*0.3 0.09
11.1111111 36.4444444
36.08
-
10.RCC Plinth Beams without steel using M-20 Grade FOR UNIT 1.00 CUM (0.23 x 0.45) 0.23*0.45 0.1035Amount 9.66183575 31.6908213
(RS.)36.08
10.RCC Mezzaline Beams without steel using M-20 Grade FOR UNIT 1.00 CUM (0.23 x 0.45)Amount 0.23*0.45 0.1035
(RS.) 9.66183575 31.6908213
36.08
650010.RCC Tie Beams without steel using M-20 Grade FOR UNIT 1.00 CUM (0.23 x 0.45) 3500
Amount(RS.) 0.23*0.45 0.1035
9.66183575 31.6908213
36.08
14.RCC Slab beams without Steel using M-20 Grade concrete FOR UNIT 1.00 CUM(0.23*0.45)Amount
(RS.) 0.23*0.459.66
-
31.69
15.Slab without Steel using M-20 Grade concrete FOR UNIT 1.00 CUM 6" thickAmount 1*1
(RS.) 886.08
18.16"X8"X4"THK SOLID BLOCK MASONRY FOR UNIT 100.00 SFTAmount
(RS.)
21) Ceiling Plastering for Unit 100Sft 12mm thick(rough)Amount
(RS.)
-
22) Lime polish For Unit 100 SftAmount
(RS.)
23) Internal Plastering for Walls for Unit 100 SftAmount
(RS.)
24) External Plastering for Unit 100 Sft 20mm thickAmount
(RS.)
34.Antiskid Tiled Flooring 10m2Amount
(RS.)
-
35.Vitrified Tiled Skirting 10m2Amount
(RS.)
34.Vitrified Tiled Flooring 10m2Amount
(RS.)33
107.6
24)Red Oxide for Unit 100 Sft Amount
(RS.)
17.64
-
34.Antiskid -Glazed Tiled Flooring 10m2Amount
(RS.)
35.BRICK MASONRY FOR UNIT 100.00 SFTAmount
(RS.)
EstAbstractCompany-AbstractClient-abstraactAdditional EstimateDeduction EstimateREvisedRate Analysis