4. ANÁLISIS DE SECTORES PRODUCTIVOS
4.2. Sector Construcción
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Cost for 300 cum = a+b+c+d+e #VALUE!
Rate per cum = (a+b+c+d+e)/300 #VALUE!
say #VALUE!
Note
Any one of the grading for material may be adopted as per design
Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve
P&M-P&M-032 P&M-059 P&M-054 060 Close graded Granular sub-base Material as
per table 400-1
d) Overhead charges @ input on (a+b+c)
e) Contractor's profit @ input on (a+b+c+d)
d) Overhead charges @ input on (a+b+c)
e) Contractor's profit @ input on (a+b+c+d)
d) Overhead charges @ input on (a+b+c)
e) Contractor's profit @ input on (a+b+c+d)
Any one of the grading for material may be adopted as per design
Sr NoMoRT Description Unit Quantity Rate Rs Cost Rs H
Spec.
s/ Input ref.
4.2 401
Unit = cum
Taking output = 300 cum a) Labour
Mate day 0.400 input #VALUE! L-12
Mazdoor skilled day 2.000 input #VALUE! L-15
Mazdoor day 8.000 input #VALUE! L-13
b) Machinery
Mortar Grader 110 HP @ 50 cum per hour hour 6.000 input #VALUE!
Vibratory roller 8 -10 tonne hour 6.000 input #VALUE!
Water tanker 6 KL capacity hour 3.000 input #VALUE!
c) Material
For grading-I Material
53 mm to 26.5 mm @ 35 per cent cum 134.400 input #VALUE! M-029 26.5 mm to 4.75 mm @ 45 per cent cum 172.800 input #VALUE! M-026 cum 76.800 input #VALUE! M-022
Cost of water KL 18.000 input #VALUE! M-189
OR For Grading-II Material
26.5 mm to 4.75 mm @ 75 per cent cum 288.000 input #VALUE! M-026 2.36 mm below @ 25 per cent cum 96.000 input #VALUE! M-022
Cost of water KL 18.000 input #VALUE! M-189
OR For Grading-III Material
9.5 mm to 4.75 mm @ 66 per cent cum 255.000 input #VALUE! M-025 2.36 mm below @ 34 per cent cum 129.000 input #VALUE! M-022
Cost of water KL 18.000 input #VALUE! M-189
4.2 (i) Rate per cum for grading-I Material
#VALUE!
#VALUE!
Cost for 300 cum = a+b+c+d+e #VALUE!
Rate per cum = (a+b+c+d+e)/300 #VALUE!
say #VALUE!
4.2 (ii) Rate per cum for grading-II Material
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#VALUE!
Cost for 300 cum = a+b+c+d+e #VALUE!
Rate per cum = (a+b+c+d+e)/300 #VALUE!
say #VALUE!
4.2 (iii) Rate per cum for grading-III Material
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Cost for 300 cum = a+b+c+d+e #VALUE!
Rate per cum = (a+b+c+d+e)/300 #VALUE!
say #VALUE!
Note 4.3 402
Granular Sub-Base with Coarse Graded Material (Table:- 400- 2)
Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve
P&M-P&M-032 P&M-059 060 For coarse graded Granular sub-base
Materials per table 400-2
2.36 mm below @ 20 per cent (Coarse Sand)
d) Overhead charges @ input on (a+b+c)
e) Contractor's profit @ input on (a+b+c+d)
d) Overhead charges @ input on (a+b+c)
e) Contractor's profit @ input on (a+b+c+d)
d) Overhead charges @ input on (a+b+c)
e) Contractor's profit @ input on (a+b+c+d)
Any one of the grading for material may be adopted as per design
Lime Stabilisation for Improving Sub-grade
Sr NoMoRT Description Unit Quantity Rate Rs Cost Rs
Taking output = 300 cum (525 tonne) A By Mechanical Means
a) Labour
Mate day 0.360 input #VALUE! L-12
day 1.000 input #VALUE! L-15
Mazdoor for spraying lime day 8.000 input #VALUE! L-13
b) Machinery
hour 12.000 input #VALUE!
Motor Grader 110 HP @ 50 cum per hour hour 6.000 input #VALUE!
Vibratory roller 8 - 10 tonne capacity hour6.00x0.65* input #VALUE!
Water tanker 6 KL capacity hour 12.000 input #VALUE!
c) Material
Lime at site tonne 15.750 input #VALUE! M-188
Cost of water KL 72.000 input #VALUE! M-189
#VALUE!
#VALUE!
Cost for 300 cum= a+b+c+d+e #VALUE!
Rate per cum =( a+b+c+d+e)/300 #VALUE!
say #VALUE!
Note
4.3 B By Manual Means
Unit = cum
Taking output = 150 cum (263 tonnes) a) Labour
Mate day 1.440 input #VALUE! L-12
Mazdoor skilled day 1.000 input #VALUE! L-15
Mazdoor day 35.000 input #VALUE! L-13
b) Machinery
hour 2.500 input #VALUE!
Water tanker 6 KL capacity hour 6.000 input #VALUE!
c) Material
Lime at site tonne 8.000 input #VALUE! M-188
Cost of water KL 36.000 input #VALUE! M-189
#VALUE!
#VALUE!
Cost for 150 cum= a+b+c+d+e #VALUE!
Rate per cum =( a+b+c+d+e)/150 #VALUE!
say #VALUE!
4.4 402 Lime Treated Soil for Sub- Base
Unit = cum
Laying and spreading available soil in the sub-grade on a prepared surface, pulverising, mixing the spread soil in place with rotavator with 3 per cent slaked lime having minimum content of 70 per cent of CaO, grading with motor grader and compacting with the road roller at OMC to the desired density to form a
Skilled mazdoor for alignment and geometrics
Tractor with ripper and rotavator attachments @ 60 cum per hour for ripping and 25 cum per hour for mixing
6 hours. The usage rates of roller have been multiplied with a factor of 0.65.
Vibratory roller 8 - 10 tonne @ 60 cum prepared sub grade, pulverising, mixing the spread soil in place with rotavator with 3 per cent slaked lime with minimum content of 70 per cent of CaO, grading with motor grader and compacting with the road roller at OMC to achieve at least 98 per cent of the max dry density to form a layer of sub base.
Sr NoMoRT Description Unit Quantity Rate Rs Cost Rs H
Spec.
s/ Input ref.
Taking output = 300 cum (525 tonnes) a) Labour
Mate day 0.480 input #VALUE! L-12
Mazdoor skilled day 2.000 input #VALUE! L-15
Mazdoor day 10.000 input #VALUE! L-13
b) Machinery
Excavator 0.90 cum bucket capacity hour 6.000 input #VALUE!
Tipper for carriage of soil 525 x L input #VALUE!
#VALUE!
Motor Grader 110 HP @ 50 cum per hour hour 6.000 input #VALUE!
Vibratory roller 8 - 10 tonne hour 6.000 input #VALUE!
hour 12.000 input #VALUE!
Water tanker 6 KL capacity hour 12.000 input #VALUE!
c) Material
Lime at site tonne 15.750 input #VALUE! M-188
Cost of water KL 72.000 input #VALUE! M-189
#VALUE!
#VALUE!
Cost for 300 cum = a+b+c+d+e #VALUE!
Rate per cum= (a+b+c+d+e)/300 #VALUE!
say #VALUE!
4.5 403 Cement Treated Soil Sub Base/ Base
Unit = cum
Taking output = 300 cum (525 tonnes)
a) Labour
Mate day 0.480 input #VALUE! L-12
Mazdoor skilled day 2.000 input #VALUE! L-15
Mazdoor day 10.000 input #VALUE! L-13
b) Machinery
Excavator 0.90 cum bucket capacity hour 6.000 input #VALUE!
Tipper for carriage of soil 525 x L input #VALUE!
#VALUE!
Motor Grader 110 HP @ 50 cum per hour hour 6.000 input #VALUE!
Vibratory roller 8 - 10 tonne hour 6.000 input #VALUE!
hour 12.000 input #VALUE!
Water tanker 6 KL capacity hour 12.000 input #VALUE!
c) Material
tonne 21.000 input #VALUE! M-081
Cost of water KL 72.000 input #VALUE! M-189
#VALUE!
#VALUE!
Cost for 300 cum = a+b+c+d+e #VALUE!
Rate per cum= (a+b+c+d+e)/300 #VALUE!
say #VALUE!
cover cost of loading and unloading
P&M-P&M-032 Tractor with Rotavator and blade @ 25 059
cum per hour prepared sub grade, pulverising, adding the designed quantity of cement to the spread soil, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form
For 4 per cent quantity of cement by
cover cost of loading and unloading
P&M-P&M-032 Tractor with Rotavator and blade @ 25 059
cum per hour
Sr NoMoRT Description Unit Quantity Rate Rs Cost Rs H
Spec.
s/ Input ref.
4.6 403
Unit = cum
Taking output = 300 cum (600 tonnes)
a) Labour
Mate day 0.480 input #VALUE! L-12
Mazdoor skilled day 2.000 input #VALUE! L-15
Mazdoor day 10.000 input #VALUE! L-13
b) Machinery
Motor Grader 110 HP @ 50 cum per hour hour 6.000 input #VALUE!
Vibratory roller 8 - 10 tonne hour 6.000 input #VALUE!
hour 12.000 input #VALUE!
Water tanker 6 KL capacity hour 10.000 input #VALUE!
c) Material
tonne 24.000 input #VALUE! M-081 Grading of material for sub-base course
37.5 mm to 9.5 mm @ 55 per cent cum 211.200 input #VALUE! M-014 9.5 mm to 4.75 mm @ 20 per cent cum 76.800 input #VALUE! M-025 4.75 mm to 75 micron @ 25 per cent cum 96.000 input #VALUE! M-019
Cost of water KL 60.000 input #VALUE! M-189
or
Grading of material for Base course
37.5 mm to 9.5 mm @ 32.5 per cent cum 124.800 input #VALUE! M-028 9.5 mm to 4.75 mm @ 5 per cent cum 19.200 input #VALUE! M-025 4.75 mm to 75 micron @ 62.5 per cent cum 240.000 input #VALUE! M-023
Cost of water KL 60.000 input #VALUE! M-189
4.6 (i) For Sub-Base course
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#VALUE!
Cost for 300 cum = a+b+c+d+e #VALUE!
Rate per cum = (a+b+c+d+e)/300 #VALUE!
say #VALUE!
4.6 (ii) For Base course
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#VALUE!
Cost for 300 cum = a+b+c+d+e #VALUE!
Rate per cum = (a+b+c+d+e)/300 #VALUE!
say #VALUE!
Note