RATES OF WORKS



ANNEXURE-III
RATES OF WORKS (PWD : SoR 2019-20)
SI. No. Sch. Item. No. Description of Works Unit Basic Rate approved for the year 2019-2020 (w.e.f. 17.06.2019)
    A. Clearing the Site    
1 1 Clearing Heavy Jungle sqm. 5.2
2 2 Clearing Light Jungle sqm. 3.9
3 3 Clearing Scrub Jungle sqm. 3.6
4 4 Uprooting & Removing Large Palmyrah / Coconut Stumps Each 105
5 5 Uprooting & Removing Small Palmyrah / Coconut Stumps Each 75.4
6 9 Removing Weeds in Channel and Drain sqm. 1.4
7 9C Cleaning Juliflora Jungle with Uprooting sqm. 5.9
8 9D Cleaning Juliflora Jungle without Uprooting sqm. 4.5
    B. Dismantling    
    Dismantling, clearing away and carefully stacking materials useful for re-use for any thickness of walls    
9 10 Brick / Stone in Clay Walls under 3m high cum. 44.8
10 11 Brick / Stone in Clay Walls, add for every additional 3m or part there of over the initial height of 3m cum. 14.9
11 11A Mud / Sun Dried Brick Walls under 3m high cum. 30
12 11B Mud / Sun Dried Brick Walls, add for every additional 3m or part there of over the initial height of 3m cum. 8.6
13 12 Brick / Stone Masonry in lime mortar walls under 3m high cum. 137
14 13 Brick / Stone Masonry in lime mortar walls, add for every additional 3m or part there of over the initial height of 3m cum. 15.2
15 14 Brick / Stone Masonry in cement mortar walls under 3m high cum. 168
16 15 Brick / Stone Masonry in cement mortar walls, add for every additional 3m or part there of over the initial height of 3m cum. 17.8
17 16 Terracing work in roof or floor sqm. 45.5
18 17 Flag Stone in roof or floor including lifting sqm. 24
19 18 Cut Stone Slab over culverts upto 3.3m height below GL cum. 700
20 19 Cut Stone Slab over culverts over 3.3m height below GL cum. 730
21 20 Removal of Cut Stone Slabs / RCC Cover Slabs sqm. 305
22 22 Refixing Cut Stone Slab / RCC Cover Slab sqm. 334
23 23 Pantile or Mangalore Tiled Roof without Roof Timbers sqm. 11.9
24 24 Flat & Pan Tiles or Manglore Tile over Flat Tiles without roof timbers sqm. 16.6
25 25 AC Sheet Roofing without roof timbers sqm. 10.6
26 26 Corrugated Iron Sheet Roofing over Pan Tiles without roof timbers sqm. 17.8
27 27 Old Thatched Roof including tying materials into small bundles for re-use sqm. 5.2
28 28 Wrought and put-up Framed Timbers in roofs / floors cum. 440
29 29 Doors and Windows including removal of frames, hinges and fastenings sqm. 91.1
30 32 Dry Stones Apron or Revetment, stacking within 40m lead cum. 78
31 33 Grouted Stones Apron or Revetment, stacking within 40m lead cum. 91.1
32 34 Dry Stone Masonry Walls cum. 66.5
33 36 Dismantling Lime Concrete cum. 211
34 37 Dismantling Plain Cement Concrete cum. 289
35 38 Dismantling RCC cum. 4390
    New Item    
35A 38 Dismantling RCC using deploying machineries cum. 3229
36 38A Chipping of concrete and roughening the surface sqm. 24
37 38B Pressed Tiles & Weathering Course sqm. 27.3
38 38C One Course of Pressed Tile Roof finish in cement mortar sqm. 15.2
39 38D One Course of Terrace Bricks Roof finish in cement mortar sqm. 17.8
40 38E Two Course of Flat Tiles Roof finish in cement mortar sqm. 17.8
41 38F Mosaic-in-situ finish in cement mortar in flooring and in wall surface sqm. 37.6
42 38G Floor finish and dadooing walls in cement mortar with Mosaic Tiles / Glazed Tiles / Cuddapah Slabs sqm. 36.2
    C. Quarrying and Blasting    
43 39 Hard rock measured in solid including blasting & stacking cum. 517
44 39A Removing hard rock by wedging, chiseling and trimming to proper shape where blasting is prohibited. cum. 1035
45 40A Medium rock and dense medium rock requiring blasting cum. 264
46 42A Extra for every additional 10m lead or part thereof over the initial lead for blasted materials cum. 6.2
47 42B Extra for every additional 1m lift or part thereof over the initial lift of 2m for blasted materials cum. 6.4
48 44 Benching, hard rock upto an average 10 cm depth sqm. 500
49 46 Drilling holes in hard granite 40mm diameter RM 166
50 46A Drilling holes in hard granite 45mm diameter RM 194
51 47 Drilling holes in hard granite 50mm diameter RM 233
52 48 Drilling holes in hard granite 75mm diameter RM 265
53 49 Drilling holes in hard granite 32mm diameter RM 140
    D. Earth Work    
54 49 ORDINARY SOIL (SS20A) Earth work excavating and depositing on bank with initial lead of 10m & initial lift of 2m in Sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil sandy loam and ordinary soil including ecxcavated earth (SS20A) cum. 53.5
55 50 ORDINARY SOIL (SS20B) Earth work excavating and depositing on bank with initial lead of 10m & initial lift of 2m in Sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam and ordinary soil including excavated earth (SS20B) cum. 48.8
56 50A Sand and Silt Under Water (5520B) Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m in Slush and silt under water upto 0.75m depth requiring the aid of basket and vessels (SS20B) cum. 61.1
57 SOB Trimming the bed and the side slope of the bank in all soils except hard rock upto a thickness of 7.5 cm and making it ready to receive the concrete sqm. 12.5
58 50C Trimming the bed and the side slope of the bank in all soils except hard rock upto a thickness of 7.5 cm to 15 cm and making it ready to receive the concrete sqm. 15.1
59 50D Sectioning during forming bunds when earth moving machinery, lorries and rollers are used for consolidation. cum. 9.2
60 61 HGS SS.20.A. Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS.20.A. cum. 77.9
61 62 HGS SS.20.B. Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS.20B cum. 73.1
62 67 SDR - (Not Requiring Blasting) Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m in Soft disintegrated rock, laterite, soft rock or kankar, not requiring blasting. cum. 108.9
63 67A LOOSE BOULDERS Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m in loose boulders in excavation of various size 150mm to 625 mm cum. 172.8
64 72 MR-&-DMR (Not Requiring Blasting) Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m in medium rock and dense medium rock not requiring blasting cum. 191.2
65 76 Extra for every additional 10 metre lead or part thereof over the initial lead cum. 8.9
66 77 Extra for every additional 1 metre lift or part thereof over the initial lift cum. 7.1
67 78 Breaking clods, consolidating and sectioning cum. 4.4
68 78A Breaking clods, consolidating and sectioning the earth scooped by Bull Dozers. cum. 13.5
69 79 Add to relevant T.N.D.S.S. No.20.A, rates for new tank bunds and closing breaches for extra watering and consolidation    
70 A By hand roller cum. 15.1
71 B By power roller including hire charges cum. 25.5
72 80 Benching Old Embankment Slopes 45cm x 45cm sqm. 2.8
73 81 Puddle wall work cum. 120.7
74 82A Turfing in slopes including watering and fixing with initial lead upto 50m sqm. 25.5
75 84 Refilling with excavated sand complying with standard specification for filling in foundation and basement. cum. 22.4
76 85 Refilling with excavated soil (other than sand) complying with standard specification for filling in foundation and basement. cum. 25.5
    E. Open Well Excavation    
77 86 Earth work open well excavation complying with relevant clauses of T.N.D.S.S. Well sinking and with lead upto 10 metre in sand, silt or other loose soil, Wet sand or silt not under water, light black cotton soil, sandy loam and ordinary soil - First depth of 2 metre. cum. 48.8
78 88 Earth work open well excavation complying with relevant clauses of T.N.D.S.S. Well sinking and with lead upto 10 metre in Hard stiff clay, stiff black coton soil, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders and hard gravely soil - First depth of 2 metre cum. 72.9
79 89 Earth work open well excavation complying with relevant clauses of T.N.D.S.S. Well sinking and with lead upto 10 metre in soft disintegrated rock, laterite, soft rock or kankar not requiring blasting - First depth of 2 metre cum. 112.3
80 90 Open well excavation complying with relevant clauses of T.N.D.S.S. Well sinking and with lead upto 10 metre in Medium rock and dense medium rock not requring blasting - First depth of 2 metre cum. 180.7
81 90A Open well excavation complying with relevant clauses of T.N.D.S.S. Well sinking and with lead upto 10 metre in Medium rock and dense medium rock requiring blasting - First depth of 2 metre cum. 271
82 91 Open well excavation complying with relevant clauses of T.N.D.S.S. Well sinking and with lead upto 10 metre in Hard granite measured in solid including blasting and stacking - First depth of 2 metre cum. 530
83 92A Sinking well in loose soils, light black cotton soil, sandy loam and ordinary soil under water including bailing or pumping charges if necessary etc., complete - First depth of 2 metres cum. 75.7
84 92B Sinking well in Sand, including bailing or pumping charges if necessary etc., complete - First depth of 2 metres cum. 106.2
85 92C Sinking well in hard stiff clay, light black cotton soil, hard red earth, shales, murram, gravel, stoney earth, and earth mixed with small size boulders and hard gravelly soil including bailing or pumping charges if necessary etc., complete - First depth of 2 metres cum. 106.2
    F. Rate for Earth Work Deploying Machinery    
86 1 Earth work in all soils except hard rock requiring blasting and conveying for formation of bund with lead of 0 to 100 metre deploying earth moving machinery and tippers including benching, formation of bunds, breaking clods, sectioning etc., complete cum. 45.55
87 la Earth work in all soils except hard rock requiring blasting and conveying for formation of bund with an extra lead of every 100 metre or part thereof deploying earth moving machinery and tippers including benching, formation of bunds, breaking clods, sectioning etc., complete cum. 3.6
88 2 Earth work deploying earth moving machinery for desilting channel and forming bund on either side and depositing the earth on banks including jungle clearance etc complete    
89 a having width up to 3m cum. 26.85
90 b having width of 3m -10m cum. 32.95
91 3 Earth work excavation deploying earth moving machinery for desilting channel having a width of more than 10m and forming bund on either sides and depositing the earth on banks including jungle clearance etc complete cum. 38.3
    G. LIFT CHARGES - Concrete - Brick or Stone Masonry - Above or Below Ground Level    
    STATEMENT I    
  A Concrete - Above Ground Level    
92 1 Add to the basic rates for works upto 4.50M height in ground floor (height to be reckoned from floor level ie., plinth level in GL) cum. 78.2
93 2 Add for works in every upper floor over the rate of preceeding floor cum. 154
  B Brick or Stone Masonry - Above Ground Level    
94 1 Add to the basic rates for works upto 4.50M height in ground floor (height to be reckoned from floor level ie., plinth level in GL) cum. 51.5
95 2 Add for works in every upper floor over the rate of preceeding floor cum. 103.8
    STATEMENT II    
  A Concrete - Below Ground Level    
96 1 Add the basic rate for works 1.50m depth and upto 4.5m depth below ground level cum. 77
97 2 Add the basic rate for works 4.50m depth and upto 9m depth below ground level cum. 154.5
98 3 Add extra over the above item 2 for every additional 4.50m depth beyond 9.0m depth below ground level cum. 154.5
  B Brick or Stone Masonry - Below Ground Level    
99 1 Add the basic rate for works 1.50m depth and upto 4.50m depth below GL cum. 51.7
100 2 Add the basic rate for works above 4.50m depth and upto 9.0m depth below GL cum. 103.8
101 3 Add extra over the above item 2 for every additional 4.50m depth beyond 9.0m depth below ground level cum. 103.8
    H. Concrete Vibrators    
102 1 Where vibrators are specified for consolidation in PCC, this rate per Cu.M over and above the provision made in the standard data book for consolidation with manual labour may be allowed. cum. 45.6
103 2 Where vibrators are specified for consolidation in RCC, this rate per Cu.M over and above the provision made in the standard data book for consolidation with manual labour may be allowed. cum. 61.5
    I. Plastering    
104 318 Clean removal of lime plaster from walls and racking out joints 20mm deep or from terraced roofs racking out joints 12mm deep sqm. 6.2
105 319 Clean removal of lime plaster from walls sqm. 4.8
106 320 Clean removal of Cement plaster from walls sqm. 5.1
107 321 Clean removal of Cement plaster from walls and racking out joints 20mm deep sqm. 6.7
    J. White Washing, Colour Washing & Distempering    
108 338 Thorough scrapping of old plastered surface sqm. 2.8
109 339 Washing of plastered surface with soap, soda and water (or with soda lime, brush and water) sqm. 3.5
    K. Painting, Wood Oiling, Tarring, Varnishing, Bee's Waxing Etc.,    
110 357 Removing old paint from doors and windows by blow lamp and scrapping, including removal and re-fitting of shutters. sqm. 22.6
111 357A Removing old paint from doors and windows by scrapping and refitting of shutters. sqm. 9.5
112 357B Removing paint from doors,windows & wood works by manual labour sqm. 6.5
113 357C Removing old paint from structural steel by blow lamp or sand paper sqm. 13.5
114 357 D Scrapping and removing old paint from structural steel by manual labour sqm. 6
115 357 E Removing old paint from iron surface with sand paper sqm. 5.7
116 357 F Repolishing the mosaic flooring including polishing stone and hire charges for polishing machine but excluding cost of electrical charges sqm. 13.3
    L. Miscellaneous    
117 369 B Supplying and filling up the empty cement gunny bags with sand, stitching them, conveying the same to site and stacking as directed within a lead of 10 m excluding cost of bags, Jute, thread, needle,sand etc., (Labour only) Bag 5.7
118 369 B (i) Driving piles up to 15 cm dia in river bed RM 17.7
119 (ii) Pointing the edge and driving bamboo / casurina / eucalyptus piles into river bed for the first 1m depth below ground level. Each 15.1
120 (iii) Driving bamboo / casurina / eucalyptus piles into ground beyond lm depth from ground level. For every 1m (or) part thereof RM 15.1
    M. River Conservancy of Korambu Works    
121 375A Brush wood bundles one metre girth and one metre long within an initial lead of 1.6 K.M. one bundle 2.9
122 375B Extra for every additional lead of 1.6K.M (for the above item) one bundle 0.34
123 378A Driving casurina piles into bed including scaffolding etc., complete RM 7.3
124 378B Casurina walling pieces 40 mm to 50 mm diameter including fixing with nails and tying with ropes RM 10.2
    N. Cuting and Threading of GI Pipe    
125 1 15mm dia GI Pipe Cutting Each 6.2
126   15mm dia GI Pipe Threading Each 8.7
127 2 20mm dia GI Pipe Cutting Each 6.2
128   20mm dia GI Pipe Threading Each 8.9
129 3 25mm dia GI Pipe Cutting Each 7.4
130   25mm dia GI Pipe Threading Each 18.4
131 4 32mm dia GI Pipe Cutting Each 8.9
132   32mm dia GI Pipe Threading Each 24.8
133 5 40mm dia GI Pipe Cutting Each 12
134   40mm dia GI Pipe Threading Each 27.9
135 6 50mm dia GI Pipe Cutting Each 15.4
136   50mm dia GI Pipe Threading Each 31
137 7 65mm dia GI Pipe Cutting Each 16.7
138   65mm dia GI Pipe Threading Each 37.4
139 8 80mm dia GI Pipe Cutting Each 21.8
140   80mm dia GI Pipe Threading Each 47.1
141 9 100mm dia GI Pipe Cutting Each 31
142   100mm dia GI Pipe Threading Each 62.4
    0. Labour Wrought and Put-up for Doors, Windows & Ventilators    
143 1 Labour wrought and put up in position of frames inclusive of fixing holdfasts for doors, windows and ventilators etc. cum. 8935
144 2 Labour wrought and put up in position Shutters for fully panelled doors (external or internal) moulded panels including labour charges for fixing furniture fittings complying with standard drawings and standard specification. sqm. 1005
145 3 Labour wrought and put up in position Shutters for fully panelled doors internal five plywood panels including labour charges for fixing furniture fittings complying with standard drawings and standard specification. sqm. 838
146 4 Labour wrought and put up in position Shutters for glazed and panelled doors including labour charges for fixing furniture fittings complying with standard drawings and standard specification. sqm. 938
147 6 Labour wrought and put up in position Shutters for Framed and planked doors including labour charges for fixing furniture fittings complying with standard drawings and standard specification. sqm. 783
148 7 Labour wrought and put up in position Shutters for ledged and braced and planked doors including labour charges for fixing furniture fittings complying with standard drawings and standard specification. sqm. 529
149 8 Labour wrought and put up in position Shutters for Glazed windows including labour charges for fixing furniture fittings complying with standard drawings and standard specification. sqm. 938
150 11 Labour wrought and put up in position Shutters for Windows panelled including labour charges for fixing furniture fittings complying with standard drawings and standard specification. sqm. 1009
151 12 Labour wrought and put up in position Shutters for windows ledged and braced and planked doors including labour charges for fixing furniture fittings complying with standard drawings and standard specification. sqm. 529
152 13 Labour wrought and put up in position Frames, shutters for Ventilators glazed fixed double frames and with wire netting complete fixed in position in accordance with standard drawings and standard specification. scirm 838
153 14 Labour wrought and put up in position Frames, Shutters for Swing Ventilators and fixed in position in accordance with standard drawings and standard specification. sqm. 784
154 19 Labour charges for fixing doors alongwith frames in position etc., complete (finished work) sqm. 149
155 20 Labour charges for fixing windows and ventilators along with frames in position etc., complete. sqm. 187
156 21 Labour wrought and put up in position Flush shutters    
a   Single leaf shutter sqm. 140
b   Double leave shutters sqm. 216
157 22 Labour wrought and put up in position fly proof wire gauge shutters for doors, windows and ventilators. sqm. 501
158 23 Labour wrought and put up for providing teak wood weldmesh screen with frames 3" x 3" (0.075m x 0.075m) sqm. 700
159   Labour charges for fixing aluminium doors, windows and ventilators sqm. 478
    P. Breaking Metals    
160 50A Labour charges for breaking 40mm metal from departmental blasted stones cum. 266
161 50B Labour charges for breaking 20mm metal from departmental blasted stones cum. 397
162 50C Labour charges for breaking 50mm metal from departmental blasted stones cum. 159
    Q. Cement Mortar    
163 1 Grinding Mortar (Special Grinding Lime) cum. 241
164 2 Grinding Mortar (Ordinary Grinding Lime) cum. 184
165 3 Mixing Mortar - Cement by Manual cum. 75.7
166 4 Mixing Mortar - Cement by Machine Mixing cum. 100
    R. Metal and Iron Works    
167 1 Petty iron work for truss, straps etc., (wrought & fixed) labour only Kg 36.2
168 2 Iron works for trusess and record racks (labour only) Kg 33.4
169 3 Fixing in position mild steel grills for windows, ventilators, etc. Kg 20.9
170 4 Fixing MS rods round / square for windows Kg 19.4
171 5 Fixing iron bars in windows and ventilators Kg 19.4
Note: The Basic Rate adopted under this Head, "Annexure-III - Rates of Works" is exclusive of all taxes and GST.
FOOT NOTE:
DISMANTLING
1 For dismantling 0.75m below ground level 25% extra over the basic rates (i.e. the rates already available in the Schedule of Rates for dismantling is allowed).
2 The rate of dismantling lime concrete, cement concrete and reinforced cement concrete are exclusive of bailing out water charges. The rate is same in all floors.
3 Add 25% extra for cause of restricted partial dismantling in existing structures where extra care is required for safeguarding the main structure.
QUARYING AND BLASTING - APPLICABLE FOR SCHEDULE ITEM No. 39 and 39A
1 The deduction of 40% is to be made for the quantity of voids on stock measurement and payment is for the lesser of the two viz. solid measurement (or) stock measurement minus 40% of stock measurement for voids.
2 The rates for extra leads and lifts are on the quantity as per soild measurements or stock measurements less 40% for voids whichever is less. These rates are applicable for head load only. The Notes 3, 4, 5 under (D) Earth Work shall be applicable to Schedule Item No.39, 39A and 40A
EARTH WORK
1 Standard specification No.20A requires breaking clods, ramming and sectioning of spoil bank and compacting by watering and consolidation in accordance with TNBP.
2 Standard specification No.20B does not requires breaking clods, ramming, sectioning but require neat banking in accordance with the standard specifications.
3 Double the relevant rate for standard specification No.20B will apply to excavation in all soils and rock classification given above for foundation of buildings, abutments, piers, wings and returns of bridges, culverts, sluices, regulators and cross masonry works, retaining walls, toe walls, cut-off walls and body walls of anicuts, weirs, retaining walls of causeway, bed dams, trenches for water supply and drainage works for laying pipes and sewers, pits and avenue trees, trial pits and pits for poles and towers and toe wall for revetment.
4 An extra 50% over the rate of ordinary excavation in all soils, the rock classification given above shall be allowed for drains, channels and canal having bed width 1.25 metre and below. The extra percentage is applicable only for depth upto 2 metre; the depth being measured from the bottom of excavation.
5 An extra 25% over the rate of ordinary excavation in all the soils and rock classification given above shall be allowed for drains, channels and canal having bed width 1.25 metre to 2-metre. The extra percentage is applicable only for depth upto 2 metre. The depth being measured from the bottom of excavation.
OPEN WELL EXCAVATION
1 Upto 2 metre diametre of wall 10% excess will be allowed over the basic rates of open well excavation.
2 The rates do not include bailing charges. The de-watering is to be done departmentally. 10% of cost of excavation shall be allowed for de-watering for estimate purpose. Actuals (or) 10% wherever is less to be allowed for de-watering charges. For any expenditure above this percentage, prior approval of the Superintending Engineer should be obtained.
3 For open well excavation for rates upto 12 metre depth, the progress should be X, 2X, 3X, 4X, 5X, 6X and for rates beyond 12 metre depth, the progress should be 8X, 10X, 12X, 14X, 16X & so on.
SINKING OF WELLS
1 For sinking of wells 20% excess will be allowed over the basic rates for wells of diametre 3 metre and above.
2 For well sinking for rates upto 12 metre depth, the progress should be Y, 2Y, 4Y, 6Y, 8Y and 10Y and for rates beyond 12 metre depth, the progress should be 13Y, 16Y, 19Y and so on.
3 The rates of sinking wells will apply when sinking is underwater at the in'tial depth itself. If water is met with at a lower depth, the rate applicable for open excavation shall be adopted upto the depth at which the water is met with. Beyond that the rate for the portion underwater shall be the rate for the previous stage under open well excavation plus 2Y.
4 A schematic working sheet for open well excavation and sinking of wells for deriving the rates is given below:
Open Well Depth in metres Sinking of Wells
X 2 Y
2X 4 2Y
3X 6 4Y
4X 8 6Y
5X 10 8Y
6X - 12 metre 12 10Y
8X 14 13Y
10X and so on 16 16Y and so on
Note: X - Basic rate for open well excavation
Note: Y - Basic rate for sinking well
LIFT CHARGES - CONCRETE - BRICK OR STONE MASONRY ABOVE OR BELOW GROUND LEVEL
A Concrete above ground level
B Brick or Stone Masonry above ground level The extra rates as allowed for building works are applicable to the irrigation and road works. The extra rates may be allowed for the structure beyond 1 metre from ground level
A Concrete above ground level
B Brick or Stone Masonry above ground level The above extra rates are applicable to building, irrigation and road works. The extra rates may be allowed for the structure beyond 1.50 metre from ground level. (The depth is to be reckoned from 1.50 metre below ground level).

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