EARTH WORK



ANALYSIS OF RATES-2006

EARTH WORK
Sl. No Description Qunatity required Unit Rate
Rs.      P
Amount
Rs.       P
Remarks
(1) (2) (3) (4) (5) (6) (7)
1 (a)

Earth work in oridinary soil within 50m, initial lead and 1.5m, initial lift including rought dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per direction  of the Engineer-in-charge per 100 cum.

         
i) Labour          
  Man Mulia  16 nos  Each  55.00 880.00  
  Female Mulia  16 nos  Each  55.00 880.00  
  Overhead Charges @ 10 % on (i) - - - 176.00  
  2% Sundries and T & P etc. on (i) - - - 35.20  
  Total (i + ii+ iii)       1971.20  
        Or Say 1971.20 /100 cum
(b)  Earth work in ordinary soil in embankments, roads, etc. wtihin 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per specification approved by the department along with proper compaction with P.R.R. including hire and running charges of P.R.R. (Measurement to be taken on the finished compacted section of the fill). per 100 cum          
i) rate as per item (a)       1971.20  
  Out turn of PRR Earth work compaction considered 708.00 cum per day ordinarily Hire and running charges of PRR as per mechanical wings comes to Rs 269.00 / Hr For 708 cum Rs 269.00 x 8 = 2152.00          
  For 100 cum = 2152.00x100/708 = 303.95       303.95  
ii) Overhead Charges @ 10 % on (ii) - - - 30.40  
iii) Total (i + ii+ iii)       2305.55  
        Or Say 2305.60 /100 cum
(c)  Earth work in ordinary soil in embankments, roads, etc. wtihin 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per specification approved by the department including proper compaction with H.R.R. (section measurement to be taken on the finished compacted section of the fill). per 100 cum.          
i) Rate as per item no 1 (a)       1971.20  
ii) Compaction by HRR as per item No 9 (a)       271.99  
  Total (i+ii)       2243.20 /100cum
        Or Say 2243.20 /100cum
(d) Earth work in ordinary soil in embankments, roads, etc. maximum laboratory dry density not less than 1.44Gm / 1.52Gm/1.65Gm per cubic centimeter in road embankments respectively upto 3m/more than 3m high and top 0.5m below sub-grade level within 50m initial lead and 1.5m initial lift from approved borrow pits away from the toe of the final section of the road embankment bottom of the pit not being cut by an imaginary line having a slope 1:4 projected from the edge of the final section of the bank including rough dressing and breaking clods maximum 5cm. to 7cm and laying in layers each layer not exceeding 23cm in depth upto required level including removal of roots, shrubs, bushes and all foreign debris from the earth and benching the old embankment, sectioning and cambering the earth work and coveyance of all material. T & P articles required for the work complete in all respect as per specification of work and direction of the Engineer-in-charge and to be measured on section measurement after compaction under O.M.C. conditon (100cum) including cost of controlled compaction with P.R.R. watering upto O.M.C. and confirming to approved specification including hire and running charges of PRR.          
  rate as per item 1 (a)       1971.20  
  Out turn for controlled specification of and PRR as per NH standard =425 cum /day          
  Hire and running charges of PRR and cost of labour for
compaction at OMC as per item no 9(b)I
      2422.60  
  Total(i+ii)       4393.80 /100 cum
        Or Say 4393.80 /100 cum
2(a) Earth work in hard soil or gravelly soil within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge.          
i) Labour          
  Man Mulia 21.5 nos Each 55.00 1182.50  
  Woman Mulia 21.5 nos Each 55.00 1182.50  
ii) Overhead Charges @ 10 % on (i) - - - 236.50  
iii) 2% Sundries and T & P etc.on (i) - - - 47.30  
  Total (i + ii+ iii)       2648.80  
        Or Say 2648.80 /100 cum
(b) Earth work in hard soil or gravelly soil in embankment, roads etc. within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per specification approved by the Department alongwith proper compaction with P.R.R. including hire and running charges of P.R.R. (section measurement to be taken on the finished compacted section of the fill)          
  Rate as per item no 2(a)       2648.80  
  compaction by PRR as per item no 9(b)ii       334.40  
  Total(i+ii)       2983.20  
        Or Say 2983.20 /100 cum
(c)  Earth work in hard soil or gravelly soil in embankment, roads etc. within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per specification approved by the Department alongwith proper compaction with H.R.R. (section measurement to be taken on the finished compacted section of the fill)          
ii) Rate as per item no 2(a)       2648.80  
iii) compaction by PRR as per item no 9(a)       271.99  
  Total(i+ii)       2920.79  
        Or Say 2920.80 /100 cum
(d)  etc. maximum laboratory dry density not less than 1.44Gm/1.52Gm/1.65Gm per cubic centimeter in road embankment respectively upto 3m./more than 3m. high and top 0.5m below sub-grade level within 50m. initial lead and 1.5m initial lift from approved borrow pit 5m. away from the toe of final section of the road embankment bottom of the pit not being cut by an imaginary line having a slope 1:4 projected from the edge of the final section of the bank including rough dressing and breaking clods maximum 5cm to 7cm and laying in layers each layer not exceeding 23cm in depth upto requireed level inlcuding removal of roots, shrubs, bushes and all foreign debris from the earth and benching the old embankment, sectioning and cambering the earth work, cost and conveyance of all materials. T & P articles etc required for the work complete in all respect as per specification of work and direction of the Engineer-in-charge and to be measured on section measurement after compaction under O.M.C. condition (100 cum) including cost of controlled compaction with P.R.R. watering upto O.M.C. and confirming to approved specification including hire and          
i) Rate as per item no 2(a)       2648.80  
ii) cost of labour charges for compaction for OMC and hire and running charges of PRR as per item no 9(b) I       2422.60  
  Total(i+ii)       5071.40 /100 cum
        Or Say 5071.40 /100 cum
3 Earth work in stoney earth and gravels mixed with stone and boulder not exceeding 0.014cum in volume within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layer not exceeding 0.3m in depth and as per specification approved by the department          
i) Labour          
  Man Mulia 33.53 nos Each 55.00 1844.15  
  Woman Mulia 33.53 nos Each 55.00 1844.15  
ii) Overhead Charges @ 10 % on (i) - - - 368.83  
iii) 2% Sundries and T & P etc.on ( i) - - - 73.77  
  Total (i + ii+ iii)       4130.90  
        Or Say 4130.90 /100 cum
4 Earth work in slushy soil (in water upto 0.6m depth requiring the aid of pans and vessels) within 50m. Initial lead and 1.5m initial lift as per the direction and specification of the Deparment.          
i) Labour          
  Man Mulia 21 nos Each 55.00 1155.00  
ii) Overhead Charges @ 10 % on (i) 23 nos Each 55.00 1265.00  
iii) 2% Sundries and T & P etc.on ( i) - - - 242.00  
  Total (i + ii+ iii) - - - 48.40  
        Or Say 2710.40 /100 cum
5 Cutting in disintegrated rock not requiring blasting to be removed by pick axes and crow bars and depositing materials within 50m initial lead and 1.5m initial lift including rough dressing as per direction and specification of the department including stacking the useful materials separately as ordered.          
i) Labour          
  Man Mulia 55 nos Each 55.00 3025.00  
  Woman Mulia 54 nos Each 55.00 2970.00  
ii) Overhead Charges @ 10 % on (i) - - - 599.50  
iii) 2% Sundries and T & P etc.on ( i) - - - 119.9  
  Total (i + ii+ iii)       6714.40  
        Or Say 6714.40 /100 cum
6 Blasting hard and compacted sheet rock excluding sand stone measured in solid including jumping holes cost of explosive fuse, detonator, etc and stacking the blasted debris clear of work within 50m lead. Date for 2.83 cum          
i) Labour          
  Blaster 1 no Each 85.00 85.00  
  Man Mulia 2 no Each 55.00 110.00  
  Stone cutter 2 no Each 75.00 150.00  
  Sangi mulia 2 no Each 65.00 130.00  
ii) cost of explosive fuse, detonator L.S.       80.60  
iii) Overhead Charges @ 10 % on (i+ii) - - - 55.56  
iv) 2% Sundries T & P etc.on (i+ii) - - - 11.11  
  Total (i + ii+ iii+iv)       622.27  
  For 1 cum = 622.27/2.83 =Rs. 219.88       219.88  
        Or Say 219.88 /1 cum
7 Extra lead of 25m or part there of over the initial lead of 50m for earth work in all kinds of embankment and road works and ordinary earth work in general.          
  a) 50m to 75m          
i) Labour          
  Man Mulia 3 no Each 55.00 165.00  
ii) Overhead Charges @ 10 % on (i) - - - 16.50  
iii) 2% Sundries T & P etc.on (i+ii) - - - 3.30  
  Total (i + ii+ iii+iv)     Total= 184.80 /100 cum
        Or Say 184.80 /100 cum
  b) 50m to 75m          
i) Labour          
  Man Mulia 3.5 no Each 55.00 192.50  
ii) Overhead Charges @ 10 % on (i) - - - 19.25  
iii) 2% Sundries T & P etc.on (i+ii) - - - 3.85  
  Total (i + ii+ iii+iv)     Total= 215.60 /100 cum
        Or Say 215.60 /100 cum
  c) 50m to 75m          
i) Labour          
  Man Mulia 4 no Each 55.00 220.00  
ii) Overhead Charges @ 10 % on (i) - - - 22.00  
iii) 2% Sundries T & P etc.on (i+ii) - - - 4.40  
  Total (i + ii+ iii+iv)     Total= 246.40 /100 cum
        Or Say 246.40 /100 cum
  d) 50m to 75m          
i) Labour          
  Man Mulia 4.5 no Each 55.00 247.50  
ii) Overhead Charges @ 10 % on (i) - - - 24.75  
iii) 2% Sundries T & P etc.on (i+ii) - - - 4.95  
  Total (i + ii+ iii+iv)     Total= 277.20 /100 cum
        Or Say 277.20 /100 cum
  e) 50m to 75m          
i) Labour          
  Man Mulia 5 no Each 55.00 275.00  
ii) Overhead Charges @ 10 % on (i) - - - 27.50  
iii) 2% Sundries T & P etc.on (i+ii) - - - 5.50  
  Total (i + ii+ iii+iv)     Total= 308.00 /100 cum
        Or Say 308.00 /100 cum
8 Extra lift of 1.5m or part there of over the initial lift of 1.5m in all kinds of embankments and road works and ordinary earth work in general. 1st Extra lift of 1.5m (upto 7.5m)          
i) Labour          
  Man Mulia 4.1 nos Each 55.00 225.50  
ii) Overhead Charges @ 10 % on (i) - - - 22.55  
iii) 2% Sundries T & P etc.on (i+ii) - - - 4.51  
  Total (i + ii+ iii+iv)     Total= 252.56 /100 cum
        Or Say 252.6 /100 cum
9 (a) Ramming or rolling eath work with light H.R.R. in embankment in layers not exceeding 0.3m          
  Data for 28.31 cum          
  Labour          
  Man Mulia 0.75 nos Each 55.00 41.25  
  Woman Mulia 0.5 nos Each 55.00 27.50  
  Overhead Charges @ 10 % on (i) - - - 6.88  
  2% Sundries and T & P etc.on ( i) - - - 1.38  
  Total (i + ii+ iii)     Total= 77.01  
  For 100 cum = Rs.77.00 X 100/28.31 = Rs. 272.02       271.99 /100 cum
        Or Say 272.00 /100 cum
9 (b) (i) Compacting and watering upto O.M.C. rolling earth work with P.R.R. in embankment in layers not exceeding 0.23m by power road roller including hire and running charges of the roller (measurement to be taken on the finished compacted section of the fill under O.M.C. condition)          
  1. Hire and running charges of P.R.R. Rs. 269.00/hr (considering a roller will compact 425 cum/day) for 100 cum (Rs269.00 X 8 X 100) / 425 506.35  
  2. Cost of watering with an av. Lead of 5km by truck (considering carrying water 20Nos. Of maxphalt drums in each trip) 5 trips of water required for 390cum of earth          
  For 100 cum of earth   5 × 100 1.28 trips    
      390      
    1.28     trips 775.00 992.00  
  3. Labour charges for sprinkling water, labour required for 390 cum 50 Nos          
  For 100 cum of earth   5 × 100 12.8 nos    
      390      
  Man mulia 1.28 Each 55.00 704.00  
  Overhead Charges 10 % - - - 220.24  
  Total       2422.59 /100cum
        Or Say 2422.60 /100cum
  (b) (ii) for ordinary compaction by P.R.R. per day
(Ordinary compaction by P.R.R.) 708 cum
         
  So for 100cum 269.00×8×100   303.95  
    708        
  Overhead Charges @10%       30.4  
  Total       334.35  
        Or Say 334.40 /100cum
10 Fine dressing of earth work in ordinary or hard soil in
road formaton according to the direction of the
department including cutting or filling earth upto
0.15m depth of surface.
         
i) Labour          
  Man Mulia 1 no Each 55.00 55.00  
ii) Overhead Charges @ 10 % on (i) - - - 5.50  
iii) 2% Sundries and T & P etc.on ( i) - - - 1.10  
  Total (i + ii+ iii)     Total= 61.60 /100 cum
        Or Say 61.60 /100 cum
11 Triangular or square section of 0.15m trench cutting for alignment and demarcation purpose of dug belling 10cm to 15cm (Data for 304.80 R.M.)          
i) Labour          
  Man Mulia 3 nos Each 55.00 165.00  
  Woman Mulia 2 nos Each 55.00 110.00  
ii) Overhead Charges @ 10 % on (i)       27.50  
iii) 2% Sundries and T & P etc.on ( i)       5.50  
  Total (i + ii+ iii)       308.00  
  For 100 cum = Rs.77.00 X 100/28.31 = Rs. 272.02          
        Say Rs.1.00 per IRM  
12 Puddle filling of good clay including initial lead 50m and 1.5m initial lift          
i) Labour          
  Man Mulia for digging stiff clay and sand if required 15 nos Each 55.00 825.00  
  female mulia for carrying 15 nos Each 55.00 825.00  
  Man mulia for weathering pulversing, etc 15 nos Each 55.00 825.00  
  Female mulia for weathering, pulversing etc. 10 nos Each 55.00 550.00  
  laying 20 nos Each 55.00 1100.00  
  female mulia for carrying and for trodding 18 nos Each 55.00 990.00  
ii) Overhead Charges @ 10 % on (i) - - - 511.00  
iii) 2% Sundries & T & P etc. on (i) - - - 102.00  
  Total (i + ii+ iii)       5728.00 /100 cum
        Or Say 5728.00 /100 cum
13 Sectioning and cambering earth work in road formation to proper specification approved by the department          
i) Labour          
  Female Mulia 0.75 nos Each 55.00 41.25  
ii) Overhead Charges @ 10 % on (i) - - - 4.13  
iii) 2% Sundries and T & P etc.on ( i) - - - 0.83  
  Total (i + ii+ iii)       46.21 /100 cum
        Or Say 46.20 /100 cum
14 Filling in foundation and plinth with excavated materials including watering and ramming as directed by the Engineer-in-charge for 100 cum 2/3 rate of respective item of work  
15 Filling in foundatin and plinth with sand watered and rammed (Labour only)          
i) Labour          
  Man Mulia 12.36 nos Each 55.00 679.80  
ii) Overhead Charges @ 10 % on (i) - - - 67.98  
iii) 2% Sundries and T & P etc.on ( i) - - - 13.60  
  Total (i + ii+ iii)       761.38 /100 cum
        Or Say 761.40 /100 cum
16 Fine dressing and turfing with initial lead of 50m and
1.5m initial lift as per direction of Engineer-in-charge
         
i) Labour          
  Female mulia for dressing 0.4 no Each 55.00 22.00  
  Man mulia for cutting turf 1 no Each 55.00 55.00  
  Female mulia for carrying 0.8 no Each 55.00 44.00  
  Man mulia for placing turfing in posting and ramming with thapies       40.70  
ii) Overhead Charges @ 10 % on (i) - - - 16.17  
iii) 2% Sundries and T & P etc.on ( i) - - - 3.23  
  Total (i + ii+ iii)       181.10 /100 cum
        Or Say 181.10 /100 cum
17 Extra lead of 50m or part there of over the initial lead of 50m turfing          
i) Labour          
  Man Mulia 0.95 nos Each 55.00 52.25  
ii) Overhead Charges @ 10 % on (i) - - - 5.23  
iii) 2% Sundries and T & P etc.on ( i) - - - 1.05  
  Total (i + ii+ iii)       58.53 /100 cum
        Or Say 58.50 /100 cum
18 Extra lift of 1.5m or part thereof overinitial lift of 1.5m for turfing          
i) Labour          
  Man Mulia 0.42 nos Each 55.00 23.10  
ii) Overhead Charges @ 10 % on (i) - - - 2.31  
iii) 2% Sundries and T & P etc.on ( i) - - - 0.46  
  Total (i + ii+ iii)       25.87 /100 cum
        Or Say 58.50 /100 cum
19 Excavation of founation in hard rock (granite) removed by chiselling including dressing and levelling the bed not exceeding 1.5m in depth and depositing the soil within initial lead of 50m and as per specification approved by the Department          
  Labour          
  Man Mulia 5.68 nos Each 55.00 312.40  
  Overhead Charges @ 10 % on (i) - - - 31.24  
  2% Sundries and T & P etc.on ( i) - - - 6.25  
  Total (i + ii+ iii)       349.89 /1 cum
        Or Say 349.90 /1 cum
20 Excavation of founation in laterite rock or any hard rock (other than granite or disintigrated rock) removed by chiselling including dressing and levelling the bed not exceeding 1.5m in depth and depositing the soil within initial lead of 50m and as per specification approved by the Department          
  Labour          
  Man Mulia 3.74 nos Each 55.00 205.70  
  Overhead Charges @ 10 % on (i) - - - 20.57  
  2% Sundries and T & P etc.on ( i) - - - 4.11  
  Total (i + ii+ iii)       230.38 /1 cum
        Or Say 230.40 /1 cum
21 Shoring and shuttering foundation trenches, pits etc. with close wooden planks or sheets shuttering etc. excluding cost of planks and sheets (labour only)          
  Labour          
  Carpenter (2nd class) 0.5 nos Each 75.00 37.50  
  Overhead Charges @ 10 % on (i) - - - 3.75  
  2% Sundries and T & P etc.on ( i) - - - 0.75  
  Total (i + ii+ iii)       42.00 /Sqm
        Or Say 230.40 /Sqm
22 Earth work in open well excavation with lead upto 50m
for 100cum
         
  a) 1st depth of 1.5m initial rateof foundation same nature of soil          
  b) 2nd depth of 1.5m –1½ times initial rate + 1½ times lift          
  c) 3rd depth of 1.5m –2 times initial rate + 2½ times lift          
  d) 4th depth of 1.5m –2½ times initial rate + 3½ times liftt          
  e) 5th depth of 1.5m –3 times initial rate + 4½ times lift          
  f) 6th depth of 1.5m –3½ times initial rate + 5½ times lift          
  g) 7th depth of 1.5m –4 times initial rate + 6½ times lift          
  h)8th depth of 1.5m –4½ times initial rate + 7½ times lift          
  (and so on for further depth)          
 

Notes :
(i) Oridinary soil - light black cotton, sandy earth, sandy loam, dry silt, fragile, red earth, soft earth, and soft moorum.

(ii) Hard soil - Hard stiff clay, stiff black cotton,hard red earth, shales, moorum, ordinary gravels.

(iii) Stoney earth- earth mixed with gravel and boulders not exceeding 0.014 cum in volume

(iv) Slushy soil - A soil having the characteristics of liquid mud with negligible bearing capacity which can be removed with the aid of pans and vessels only.

(v) For excavation of foundation including dressing and levelling the bed and depositing the soil with initial lea of 50m and initial lift of 1.5m add 20 percent extra over the respectiv rates of earth work in excavation

(vi) Dewatering during excavation to be paid as per actuals.

(vii) The rate for extra lead and lift for blasted stone work will be double of the respective rates of leads and lifts for earth work.

(viii) In the event of any difference in opinion regarding classification of soil the decision of the engineer-in-charge (E.E.) is final and binding.

(ix) 10 per cent excess on the above rates will be allowed for the works being executed inside jail premises.

 

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