LABOUR CHARGE RATES

Government of Andhra Pradesh
Panchayati Raj Engineering Department Rural Road Maintenance Management
LABOUR CHARGE RATES
Labour as per MOST Data Rate( in Rs.) PER
Equivalent data as per State
SSR
Mate / Supervisor or Tarring Mate 120 Each
Work Inspector with ITI
qualification
Work Inspector with LCE, LME
Skilled Mate/Supervisor 133 Each OR LEE qualification
Man Mazdoor 71 Each
Woman Mazdoor 71 Each
Dresser or Surveyor for Alignment 99 Each IInd Class Mason
Skilled Dresser 114 Each Ist Class Mason
Mazdoor with Tanker 99 Each IInd Class Mason
Sprayer 99 Each IInd Class Mason
Skilled Mazdoor for alignment 99 Each IInd Class Mason
Hot Mazdoor /Bucket man for Paver Finisher 99 Each IInd Class Mason
Hot Mazdoor for Power/Vibratory Roller 99 Each IInd Class Mason
Ist Class Mason 114 Each
IInd Class Mason 99 Each
Ist Class Painter 114 Each
IInd Class Painter 99 Each
Bhisti 71 Each Man Mazdoor
Bandhani 99 Each Bar Bender
Skilled Mazdoor for carrying the materials
from Stacks ,hand packing &watering(WBM) 99 Each IInd Class Mason
Bajri Spreader 71 Each Man Mazdoor
Chiseller/Breaker 99 Each IInd Class Mason
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Appendix E - Rate Analysis, Engineers Estimate Contract Schedules
Revision 3 - August 2002
Page 1

Government of Andhra Pradesh
Panchayati Raj Engineering Department Rural Road Maintenance Management
MACHINARY AND OTHER CHARGES
Item
(Approved
Rates) Unit
Owners to the work site 125
Power Roller Charges 8 - 10 T 194.63 1 hour
Area Allowance 0
Over Head Charges 0.05
Contractors Profit on labour 0.15
Contractors Profit on machinery 0.1
Bitumen Boiler oil fed(1500 lts. Capacity) fitted with sprayer
set (output 0,25 T/hr) 120 1 hour
Farm Tractor for toeing 223 1 hour
Hot mix Plant 40 T capacity 6062 1 hour
Mini hot mix plant (6-10 T capacity) 1268 1 hour
Paver finisher 75 T (Mechanical) 519 1 hour
Tipper 10 T 204.93 1 hour
Static Roller 194.63 1 hour
F.E.Loader 495 1 hour
Machine Mixing charges 25 1 Cum
Hand Mixing charges 1 Cum
Scaffolding charges 1 Cum
Vibrating Charges 26 1 Cum
Centering charges 1 Cum
Synthetic Enamel Paint 140 1Litre
Road Marking Paint 140 1 Litre
Hire Charges for Concrete Mixer 50.48 Per Hour
Hire Charges for Needle / pin vibrator 12.62 Per Hour
Extra Lead 1.2 1 Cum
Formwork for stone Block Edging 95 1 Cum
Water Tanker 99 1 Hour
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Appendix E - Rate Analysis, Engineers Estimate Contract Schedules
Revision 3 - August 2002
Page 2

Government of Andhra Pradesh
Panchayati Raj Engineering Department Rural Road Maintenance Management
MATERIAL RATES AND CARTAGE
LEAD STATEMENT
Average Lead Ded Net Cost Initial Ded Final Blasting Machine Seignio- Total
Material Lead Charges Stacking of Lead Rate Stacking IR Charges Crushing rage/Tax Rate
Charges Charges Per Cum
(1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13)
1 75mm metal (IRC and MOST) 24.00 138.20 5.30 132.90 116.00 5.30 110.70 48.00 0.00 33.00 324.60
2 63.50 mm Metal (IRC and MOST) 24.00 138.20 5.30 132.90 173.00 5.30 167.70 48.00 0.00 33.00 381.60
3 53.50 mm Metal (IRC and MOST) 24.00 138.20 5.30 132.90 173.00 5.30 167.70 48.00 0.00 33.00 381.60
4 45 mm to 40mm Metal (IRC and MOST) 24.00 138.20 5.30 132.90 249.00 5.30 243.70 48.00 0.00 33.00 457.60
5 40mm HBT Metal SS5 24.00 138.20 5.30 132.90 249.00 5.30 243.70 48.00 0.00 33.00 457.60
6 20 mm HBT metal SS5 24.00 138.20 5.30 132.90 461.00 5.30 455.70 48.00 113.93 33.00 783.53
7 22.40 mm metal (IRC and MOST) 24.00 138.20 5.30 132.90 434.00 5.30 428.70 48.00 107.18 33.00 749.78
8 13.22 mm metal (IRC and MOST) 24.00 138.20 5.30 132.90 347.00 5.30 341.70 48.00 85.43 33.00 641.03
9 12 mm HBT metal SS5 24.00 138.20 5.30 132.90 364.00 5.30 358.70 48.00 89.68 33.00 662.28
10 11.20 mm Metal (IRC and MOST) 24.00 138.20 5.30 132.90 289.00 5.30 283.70 48.00 70.93 33.00 568.53
11 10 mm HBT Metal (IRC and MOST) 24.00 138.20 5.30 132.90 289.00 5.30 283.70 48.00 70.93 33.00 568.53
12 6.70 mm Metal (IRC and MOST) 24.00 138.20 5.30 132.90 219.00 5.30 213.70 48.00 53.43 33.00 481.03
13 2.80 mm down and Stone Dust 24.00 119.70 3.20 116.50 25.00 3.20 21.80 0.00 33.00 171.30
14 Gravel 2.00 64.00 3.20 60.80 34.00 3.20 30.80 0.00 0.00 13.00 104.60
15 (a)Sand for Mortar 24.00 128.40 3.20 125.20 55.00 3.20 51.80 0.00 0.00 30.00 207.00
(b)Sand for blindage 24.00 128.40 3.20 125.20 24.00 3.20 20.80 0.00 0.00 30.00 176.00
16 Cement 2350.00 2350.00
17 Steel 15000.00 15000.00
18 Bitumen 932.00
Bulk and Packed Bitumen (80%+20%) 11536.21
19 Earth 0.20 26.00 3.20 22.80 22.80
20 CR Stone Granite variety 24.00 138.20 5.30 132.90 132.00 5.30 126.70 0.00 33.00 292.60
21 Bond Stone 600x200x200mm 24.00 138.20 5.30 132.90 542.00 5.30 536.70 0.00 0.00 33.00 702.60
.6*.2*.2
0.02 12.00 542.00
22 Stone boulders(Rough stone) 24.00 138.20 5.30 132.90 45.00 5.30 39.70 0.00 33.00 205.60
Cement Mortar (1:3) Cement Mortar (1:5)
(a) Materials
Cement (0.357 Cum) 0.51 2350 1198.5 0.31 728.5
including Carriage of Cement Tonne Tonne
Coarse Sand 1.07 207 221.49 1.07 221.49
including Carriage of Sand Cum Cum
Total 1419.99 949.99
(b) Labour
For measuring ,carrying,depositing and
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Appendix E - Rate Analysis, Engineers Estimate Contract Schedules
Revision 3 - August 2002
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Page 3

Government of Andhra Pradesh
Panchayati Raj Engineering Department Rural Road Maintenance Management
MATERIAL RATES AND CARTAGE
LEAD STATEMENT
mixing by mechanical mixer
Mazdoor 0.60 71.00 42.60 42.60
Bhisti 0.30 71.00 21.30 21.30
Add 15% Contractors profit and Overhead
charges 0.15 63.90 9.59 9.59
Add for AA Allowances 0.00 63.90 0.00 0.00
73.49 73.49
Total Rate of CM(1:3) & CM(1:5) 1493.48 1023.48
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Appendix E - Rate Analysis, Engineers Estimate Contract Schedules
Revision 3 - August 2002
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Page 4

Government of Andhra Pradesh
Panchayati Raj Engineering Department Rural Road Maintenance Management
Description Quantity Unit Rate Amount
(1) (2) (3) (4) (5) (6)
A ROUTINE MAINTENANCE
2 REPAIR OF BITUMINOUS SURFACES
Rate Anylsis for Road Maintenance
District of Karimnargar
2.1 RM111 - POTHOLE AND EDGE BREAK REPAIR bituminous surface
complete (up to 50 mm depth) including excavation and squaring of hole
or edge break parallel to road centre line, leveling and recompacting
base, apply prime or tack to bottom and sides of hole at the rate of 7.50
kg of cut back bitumen per 10 sqm, fill hole with bituminous premix or
mixed seal surfacing Type B and compact leaving patch 5 mm above
surrounding surface. If considered necessary to prevent pickup, cover
with sand. Where pothole depth > 50 mm treat as per IS 2.7 below.
Unit - 1 Sqm
a) Squaring of pothole (10 sqm)
Labour
Mate/Supervisor 0.04 No 120 4.80
Mazdoor 0.8 No 71 56.80
Sundries 2.00
63.60
Add contractor Profit and overheads @ 15% 0.15 9.54
75.14
Rate of scarifying per 1 sqm 7.51
b) Cleaning of the existing WBM Surfaces
(Rate for 500 Sqm)
Labour
Mate/Supervisor 1 No 120 120.00
Mazdoor 20 No 71 1420.00
Sundries such as small pickaxes, wire brushes, old gunny bags, brooms
etc.
L.S 50.00
1590.00
Add Contractors profit and overheads @ 15% 0.15 238.50
Rate for 500 Sqm 3418.50
Rate for 1 Sqm 6.84
c) Prime coat
Providing and applying primer coat over prepared surface of WBM with
Bitumen boiler fitted with spray set using 7.50 Kgs of Bitumen per 10
Sqm including all leads for Bitumen, including cleaning charges of WBM
surface etc., complete for finished item of work as per MOST Technical
Specification Nos.502,502.4.2 and 503.3
Unit Sqm
(Taking unit 3200 Sqm)
Labour
Mate / Supervisor 0.4 No 120 48.00
Sprayer 1 No 99 99.00
Hot Mazdoor/ Mazdoor 7 No 99 693.00
840.00
Add contractors profit and overheads @ 15 %
Machinery
0.15 126.00
966.00
Ownership, Operational and running charges of Bitumen boiler oil feed ,
capacity 1500 litres fitted with spray set output 0.25 T/ Hour
6 Hour 120 720.00
Farm Tractor 6 Hour 223 1338.00
Sundries such as maintenance of diversion traffic control sign boards
and for quality control at 0.50% on labour & machinery
0.005 2898 14.49
Miscellaneous items such as soap, Joint paper , coconut oil , Burnool
etc.,
L.S 100.00
2172.49
Add contractors profit @ 10 % 0.1 217.25
2389.74
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Appendix E - Rate Analysis, Engineers Estimate Contract Schedules
Revision 3 - August 2002
Page 5

Government of Andhra Pradesh
Panchayati Raj Engineering Department Rural Road Maintenance Management
Rate Anylsis for Road Maintenance
District of Karimnargar
Description Quantity Unit Rate Amount
(1) (2) (3) (4) (5) (6)
Material
Supply of cutback MC -70 at site or any other Bitumen mixed with Diesel
@ 7.5 Kg/ 10 Sqm
2.4 MT 11536.21 27686.90
31042.64
Total Rate per 1 Sqm 9.70
Pre mix Carpet 50 mm 1 sqm 106.60
(as worked below for Black topped treatment S .No. 8)
Total Rate 116.30
Add for Turnover Tax @ 2% 0.02 2.33
Total Rate of Pothole and Edge Repairs 1 sqm 119.00
2.2 RM112 - SURFACE DEPRESSION AND RUT REPAIR (>25 mm from
1.2 m straight edge for rutting or > 50 mm under 3 m straight edge for
depressions) including the provision of tack coat at 3 kg per 10 sqm,
placing and compacting bituminous premix in level layers not greater than
50 mm thickness until depression is filled to 5 mm above surrounding
surface.
Unit -1 sqm
Cleaning of Road surface 100 sqm
Labour
Mate/Supervisor 0.05 no 120 6.00
Mazdoor 1 no 71 71.00
77.00
Add contractors profit and overheads @ 15 % 0.15 77 11.55
Rate for 1 sqm 1.66
Add Premix carpet with tack coat 1 58 58.00
Unit 1 sqm
Rate for Surface depression and Rut Repair 1 sqm 60.00
2.3 RM113 - SURFACE DEFECT AND CRACK REPAIR - covering
crocodile cracking, single cracking > 5 mm wide,stripping, ravelling and
delamination, complete including cleaning of surface, removal of all loose
or broken material from cracks using a broom, air compressor or
grooving tool, applying emulsified bitumen at the rate of 7.5 kg / 10 sqm,
speading and squeegee into cracks, smooth surface to unifirm thickness
over the marked areas,cover with 5mm thick coarse sand and roll
surface until bitumen is set. Where single crackes exist seal to uniform
width of 200 mm or to a width that covers the extent of the crack width.
Unit - 1 sqm
Cleaning of Road surface 502.4.2 unit 100 sqm
Labour
Mate/Supervisor 0.05 no 120 6.00
Mazdoor 1 no 71 71.00
77.00
Add contractors profit and overheads @ 15 % 0.15 77 11.55
165.55
Rate for cleaning 10 sqm 16.56
Sealing road surface, Unit = 1 sqm
(Taking rate = 10 sqm)
Screening,Spreading,Mixing,rolling sand
Mazdoor 0.08 no 71 5.68
Add conctractors profit and overheads @ 15% 0.15 5.68 0.85
Materials
sand unit 10 sqm 0.05 207 10.35
Tack coat with 7.5kg / 10 sqm 10 sqm 12 120.00
130.35
Add conctractors profit @ 10% 0.1 130.35 13.04
Rate for 10 sqm 143.39
Rate for surface defect and crack repair 1 sqm 16.00
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Appendix E - Rate Analysis, Engineers Estimate Contract Schedules
Revision 3 - August 2002
Page 6

Government of Andhra Pradesh
Panchayati Raj Engineering Department Rural Road Maintenance Management
Rate Anylsis for Road Maintenance
District of Karimnargar
Description Quantity Unit Rate Amount
(1) (2) (3) (4) (5) (6)
2.4 RM114 - REPAIR OF ISOLATED FAILED SECTIONS including the
removal of all material to solid ground or treatment of subgrade as
directed by the Engineer, replacement with selected subgrade, provision
of subsurface drains (as required), granular subbase, WBM III as
required, and bituminous premix or mix seal surfacing Type B to provide
texture similar to existing. Replacement and backfilling of unsuitable
material to be paid under c)
(a) 20mm Premix carpet including tack coat & Primer coat
Unit-1 sqm
Premix (as for SI. 8) 1 sqm 58 58.00
Prime Coat 1 sqm 9.7 9.70
68.00
(b) Grade III (75 mm compacted layer)-
Unit-1 Cum
Excavation of unsound material -1 cum
Mate/Supervisor 0.03 Nos 120 3.60
Skilled Mazdoor for carrying the materials 0.5 Nos 71 35.50
Add contractors profit and overheads @ 15 % 0.15 39.1 5.87
44.97
Sundries 0.005 L.S 0.22
Rate for 1 cum
Placing and compacting Grade III WBM
Labour
45.19
Mate/Supervisor 1.7 Nos 120 204.00
Skilled Mazdoor for carrying the materials
from stacks/stockpile ,hand packing ,for
watering and with tanker
34 Nos 99 3366.00
Add contractors profit and overheads @ 15%
Machinery
0.15 3570 535.50
4105.50
Static Roller 6 Hour 194.63 1167.78
Water Browzer(tanker mounted) 2 Hour 99 198.00
1365.78
Add contractors profit @ 10%
Miscellaneous
0.1 1365.78 136.58
1502.36
Cost of water at source LS 30.00
Sundries such as maintenance of diversion, sign boards, traffic
controland two quality control at 0.5%
0.005 24.68
Miscellaneous items such as wooden peg thread etc.,
Materials
Coarse Aggregate
L.S 50.00
104.68
(i) 45mm size metal 36.8 Cum 457.6 16839.68
(ii) 22.40 mm size HBG metal 8.08 Cum 749.78 6058.19
(iii) Gravel 9.9 Cum 104.6 1035.54
23933.41
Total rate per 33.75 Cum 29645.95
Total rate per 1 Cum 878.40
Excavation of unsound material -1-cum 45.19
Add for Turnover Tax @ 2% 0.02 923.59 18.47
Total rate per 1 Cum 942.00
(c) Gravel Sub Base 200 mm loose compacted to 150 mm including
excavation of unsound material
Unit -1 cum
Excavation of unsound material -1cum
Mate/Supervisor 0.01 Nos 120 1.20
Mazdoor 0.26 Nos 71 18.46
Add contractors profit and overheads @ 15 % 0.15 19.66 2.95
Rate for 1 cum 22.61
Sundries 0.005 L.S 0.11
22.72
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Appendix E - Rate Analysis, Engineers Estimate Contract Schedules
Revision 3 - August 2002
Page 7

Government of Andhra Pradesh
Panchayati Raj Engineering Department Rural Road Maintenance Management
Rate Anylsis for Road Maintenance
District of Karimnargar
Description Quantity Unit Rate Amount
(1) (2) (3) (4) (5) (6)
Material
Unit -1 cum 1 cum 202 202.00
Rate for 1 cum of Gravel Sub base 225.00
3 CONCRETE PAVEMENT
3.2 RM121 - SPALLING AND BROKEN CONCRETE REPAIR including the
widening of joint to remove all unsound material, remove loose material
and thoroughly clean joint or surface, pour joint sealant into widened joint
or alternatively, if the spalling is extensive and for broken concrete
remove the broken material to the solid, clean reinforcement and build up
the concrete, preferably early rapid strength concrete. Make sure that all
joints are prepared for the placing of joint sealant as per SI. No. 3.1
Unit = cum
Dismantling and breaking out broken reinforceed concrete MOST 202
Labour
Mate/Supervisor 0.5 Nos 120 60.00
Mazdoor 10 Nos 71 710.00
Blacksmith 1 Nos 99 99.00
869.00
Replacing M20 concrete
Labour
Mason 1st Class 0.09 Nos 104 9.36
Mason 2nd Class 0.09 Nos 90 8.10
Mazdoor 1.73 Nos 71 122.83
Bhisti 0.47 Nos 71 33.37
Mate 0.08 Nos 120 9.60
183.26
Materials
Cement 0.4 tonne 2350 940.00
Coarse sand 0.43 cum 207 87.98
20 mm aggregate 0.57 cum 783.53 446.61
10 aggregate 0.28 cum 568.53 159.19
1633.77
Machinary
Hire & running charges of concrtet mixer 2 hour 50.48 100.96
2786.99
Sundaries for formwork 4% LS 111.48
Add contrtactors profit and overheads @ 10% 289.85
Rate for repairing broken concrete 3188.32
Add turnover tax 2% 63.77
Total rate for repairing brokem concrete 3252.00
3.2 RM122 - CONCRETE CRACKING REPAIR including cutting or chiseling
the crack to a width to totally cover the crack and to a depth of 20 mm,
thoroughly clean crack by brooming or using compressed air, fill the
crack with rubberised bitumen or approved sealing compound to finish
level with surrounding surface
Unit 1 m
Labour
Mate/Supervisor 0.01 Nos 120 1.20
Mazdoor 2 Nos 71 142.00
Add for concractors profit and overheads @ 15% 0.15 21.48
164.68
Emulsion bitumen
As below but half the application 4.50
Total Concrete repair 169.00
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Appendix E - Rate Analysis, Engineers Estimate Contract Schedules
Revision 3 - August 2002
Page 8

Government of Andhra Pradesh
Panchayati Raj Engineering Department Rural Road Maintenance Management
Rate Anylsis for Road Maintenance
District of Karimnargar
Description Quantity Unit Rate Amount
(1) (2) (3) (4) (5) (6)
3.3 RM123 - JOINT SEALANT REPAIR including removal of damaged
jointing, cleaning face by brooming, blowing or high pressure water, fill
joint with hot melted proprietary compound or prime joint and place
bitumen impregnated material into the joint to finish level with
surrounding surface.
Replacing joint sealant
Unit - 1m
Using Molten Bitumenous filler
Details of cost for 65 mm deep , 10 mm wide 10 m length
Labour
Mazdoor 0.25 71 17.75
Pavior Class ’A’ Grade 0.25 99 24.75
Add Contracors profit and overheads @ 15% 0.15 6.38
Material
Bitumen 0.0064 tonne 11536.21 73.83
Primer coat 0.33 Litre 17.3 5.71
Add Contracors profit and overheads @ 10% 0.1 7.95
Water Charges 0.01 L.S. 0.87
Rate for Repair Deck Joint 1m 8.84
Add Turnover tax 2% 0.02 0.18
Total rate for replacing deck joints 9.00
4 UNPAVED SHOULDERS
4.1 RM211 - RESHAPING OF SHOULDER including the removal of high
shoulder and trimming to the required camber over the full width of the
unsurfaced formation
unit - 1sqm
(Taking rate = 10 sqm)
Excavation of high shoulders material -10sqm
Mate/Supervisor 0.005 Nos 120 0.60
Mazdoor 0.13 Nos 71 9.23
Add contractors profit and overheads @ 15 % 0.15 9.83 1.47
Rate for 10sqm 11.30
Sundries 0.005 L.S 0.06
11.36
Rate for 1 sqm 0.1 1.14
Cartage of surplus material 1sqm
hire charges for farm tractor and trailer for toeing 4-cum 0.75 hr 223 167.25
contractors profit @ 10% 0.1 16.73
183.98
Sundries @ 0.5% 0.005 0.92
184.89
rate for 1 cum 46.22
rate for cartage 1 sqm avg depth 50 mm 2.31
Total rate for 1 sqm 3.00
4.2 RM212 - REPAIR LOW AND SCOURED SHOULDER (>50 mm below
paved surface or adjacent to WBM surface with areas of less that 100
sqm) including the leveling,compaction and refilling of deformations,
potholes, rain cuts and restoration of embankment to provide minimum
shoulder width 1 m prior to the placing of selected shoulder material.
Unit 1 Sqm
Triming, Scarifying and reshaping shoulders material -10sqm
Labour
Mate/Supervisor 0.005 Nos 120 0.60
Mazdoor 0.13 Nos 71 9.23
Add contractors profit and overhead 15 % 0.15 9.83 1.47
Rate for 10sqm 11.30
Sundries 0.005 L.S 0.06
11.36
Rate for 1 sqm 1.14
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Appendix E - Rate Analysis, Engineers Estimate Contract Schedules
Revision 3 - August 2002
Page 9

Government of Andhra Pradesh
Panchayati Raj Engineering Department Rural Road Maintenance Management
Rate Anylsis for Road Maintenance
District of Karimnargar
Description Quantity Unit Rate Amount
(1) (2) (3) (4) (5) (6)
Machinery cost 100 sqm
Power Roller 2 Hr 194.63 389.26
Wheel Barrow L.S 5.00
394.26
Add Contractors profit and overheads @ 10% 0.1 39.43
Rate for 100 sqm of Machinery charges 433.69
Rate for 1 sqm of Machinery Charges 4.34
Rate for 1sqm of Repair of Low shoulder 5.00
5 DRAINAGE
5.1 RM311 - CLEARING OF SIDE DRAINS including the removal of all
debris, vegetation and silt, reshaping and regrading of shoulder and drain
to ensure the free flow of surface water from pavement and away from
road.
Unit -1 cum
Ordinary soil 9 cum
Labour
Mate/Supervisor 0.24 Nos 120 28.80
Mazdoor 4.8 Nos 71 340.80
Add contractors profit and overheads @ 15 % 0.15 369.6 55.44
Rate for 9 cum 425.04
Sundries 0.5 % 0.005 L.S 2.13
427.17
Rate for 1 cum 38.00
5.2 RM312 - CLEARING OF BLOCKED CULVERTS, LINED DRAINS AND
PITS including the removal of debris, vegetation and silt from the culvert
vent or pit and removal of material from site. Includes for clearing and
reshaping of inlet and outlet drain to a distance of 10 metre both
upstream and downstream from the structure.
Unit 1 cum
Ordinary soil 9 cum
Labour
Mate/Supervisor 0.21 Nos 120 25.20
Mazdoor 4.2 Nos 71 298.20
Add contractors profit and overheads @ 15 % 0.15 323.4 48.51
Rate for 9 cum 371.91
Sundries 0.5 % 0.005 L.S 1.86
373.77
Rate for 1 cum 34.00
5.3 RM313 -REPAIR TO CULVERT, PIT OR HEADWALL, including the
breaking out and repair of damaged sections of culverts or stone
beaching to suit existing structure and material. Major damage requiring
removal and replacement of culvert, entire headwalls or pits is covered
under Periodic Maintenance S.I. 10(d).
1 cum
Unit 1 Cum
a) Dismantling of Rubble stone in Cement mortor 1 cum
Labour
Mate/Supervisor 0.17 Nos 120 20.40
Mazdoor 3.5 Nos 71 248.50
Add contractors profit and overhead @ 15 % 0.15 268.9 40.34
Rate for1cum 309.24
b) Coursed Rouble stone masonry in CM (1:3) including cost and
conveyance of all materials to site, all labour charges for mixing the
cement mortar and placing in position etc., complete for finished item of
work as per MOST specification No.1000 / 1400.
_______________________________________ _______________________________________ ____________________________________
Appendix E - Rate Analysis, Engineers Estimate Contract Schedules
Revision 3 - August 2002
Page 10

Government of Andhra Pradesh
Panchayati Raj Engineering Department Rural Road Maintenance Management
Rate Anylsis for Road Maintenance
District of Karimnargar
Description Quantity Unit Rate Amount
(1) (2) (3) (4) (5) (6)
Labour
Mate /Supervisor 0.26 NOS 120 31.20
Mason 2.5 NOS 114 285.00
Mazdoor 2.5 NOS 71 177.50
Bhisti 0.15 NOS 71 10.65
L.S 30.00
Add Contractors profit and overheads @ 15% 0.15 504.35 75.66
610.01
Materials
CR Stone 0.73 CUM 292.6 212.43
Bond Stone 0.08 CUM 702.6 56.21
(Through and Bond Stone 7 Nox0.24mx0.24x0.39m=0.16 Cum)
Cement 0.15 M.T 2350 359.55
Sand 0.32 CUM 207 66.24
694.43
1613.68
Add turnover tax 2% 0.02 32.27
Total Rate for repair to Culvert headwall 1646.00
6 UNPAVED ROAD SURFACE
6.1 RM513 - REPAIR OF WBM POTHOLES AND EDGES includes the
picking of WBM surface to a depth of 50 to 100 mm, replacing of WBM
Grade III, bindage, watering compacting surface, and providing adjacent
shoulder material to a width of 300 mm to support WBM where edges
have been restored. Work is to restore shape and surface integrity.
Most 404.
Unit -10Sqm
Labour
Mate/Supervisor 0.04 No 120 4.53
Mazdoor for cutting , screening and stacking 0.76 No 71 53.64
Sundries L.S 7.00
Add contractor’s profit and overheads @ 15 % 0.15 58.18 8.73
Machinery
Static roller charges 0.13 194.63 25.95
Add contractor’s profit and overheadss @ 10 % 0.1 25.95 2.60
Miscellaneous
Watering Charges L.S 30.00
Materials
Supply of materials 0.997 942 939.49
Add contractor’s profit and overheads @ 10 % 0.1 939.49 93.95
Rate for 10 Sqm 1165.89
Add for Turnover Tax @ 2% 0.02 1165.89 23.32
Total 1189.20
Increase 10% for small areas 0.1 118.92
Rate per 1 Sqm 131.00
6.2 RM511 - REPAIR OF GRAVEL ROAD CAMBER AND SHAPE
CORRECTION includes the removing of corrugations, rutting and
correction of road camber by loosening the pavement material,
respreading and compacting to correct camber and grade. Shoulder is
assumed to be part of gravel pavement in this instance. No Extra
material to be added
Unit -1 -sqm
Loosening the existing Surface area
Labour -500 sqm
Mate/Supervisor 1 120 120.00
Mazdoor 20 71 1420.00
Sundries such as picks , Crowbars, axes .etc., L.S. 50.00
Add contractors profit and overheads @ 15% 0.15 238.50
Rate for 500 sqm 1828.50
_______________________________________ _______________________________________ ____________________________________
Appendix E - Rate Analysis, Engineers Estimate Contract Schedules
Revision 3 - August 2002
Page 11

Government of Andhra Pradesh
Panchayati Raj Engineering Department Rural Road Maintenance Management
Rate Anylsis for Road Maintenance
District of Karimnargar
Description Quantity Unit Rate Amount
(1) (2) (3) (4) (5) (6)
Machinery
Ownership, Operational,running charges for Roller 6 Hr 194.63 1167.78
Water tanker 2 Hr 99 198.00
Add Contractors profit and overheads 10% 0.1 1365.78 136.58
Cost of watering charges L.S. 30.00
Rate for 500 sqm 1532.36
Total Rate for 500 sqm 3360.86
Rate for 1 sqm 7.00
6.3 RM512 - REPAIR OF POTHOLES, GULLIES & CHANNELS in gravel
pavement includes the loosening of potholes, refilling with gravel and
compacting
Unit -1 -sqm
Loosening & Compacting the existing Surface area Including additional
material as necessary
Labour -500 sqm
Mate/Supervisor 1 nos 99 99.00
Mazdoor 22 nos 71 1562.00
Sundries such as picks , Crowbars, axes .etc., L.S. 50.00
Add contractors profit and overheads @ 15% 0.15 1711 256.65
Rate for 500 sqm 1967.65
Rate for 1 sqm
Materials
assume additional material to cover 50% of area
3.94
Gravel material -500 sqm 12.5 cum 104.6 1307.50
Rate for 1sqm 0.13
Repair of Gravel Pothole 4.07
Add turnover tax 2% 0.02 0.08
Tota rate for repair gravel potholes 4.00
7 ROADSIDE MAINTENANCE
7.1 CLEARING AND GRUBBING of road land including uprooting rank
vegitation,Grass, Brush Shrubs, Saplings and trees of girth upto 300mm
disposal of unserviceable and stacking of serviceable material upto 100m
from road boundary finished item of work as per MOST specification
No.201
Unit - 1sqm
By Manual means (Unit Hectare)
Labour
Mate/Supervisor 10 NOS 120 1200.00
Man Mazdoor 200 NOS 71 14200.00
Add for Contractors profit and overheads @ 15% 0.15 15400 2310.00
Add for AA Allowances 0 0 0.00
Rate per Hectare 17710.00
Rate per Sqm 1.77
Add for Turnover Tax @ 2% 0.02 1.77 0.04
Total rate per Sqm 2.00
7.2 RM412 - ROAD SIGN BOARDS REPAIR includes the straightening
and/or repainting board and writting letters or signs of all damaged or
unreadable signs.
Unit - Nos
Painting and writing letters
Labour
Painting post
Painter 1 class 2 NOS 114 228.00
Skilled Majdoor 2 NOS 99 198.00
Add Contracors profit and overhead charges at 15% 0.15 426 63.90
Sundries L.S 12.00
Cost for 40 sqm 501.90
Cost for 1 sqm 12.55
Cost for 450 x 600 mm sign 0.54 sqm 6.78
_______________________________________ _______________________________________ ____________________________________
Appendix E - Rate Analysis, Engineers Estimate Contract Schedules
Revision 3 - August 2002
Page 12

Government of Andhra Pradesh
Panchayati Raj Engineering Department Rural Road Maintenance Management
Rate Anylsis for Road Maintenance
District of Karimnargar
Description Quantity Unit Rate Amount
(1) (2) (3) (4) (5) (6)
Printing letters for 1600 cms
Mate/Supervisor 0.25 NOS 120 30.00
Painter 1 class 3.5 NOS 114 399.00
Majdoor 1.5 NOS 71 106.50
Sundries L.S 7.00
Add Contracors profit and overhead charges at 15% 0.15 535.5 80.33
Cost for 1600 Cms 622.83
Cost for 248 Cms 96.54
Straightening L.S. 30.00
Total labour
Material
Painting two coats
133.31
Paint of Ist quality from firms such as Goodlass- Nerolac,
Berger,Garware, Jenson Nicholson, Etc
4 Litre 140 560.00
Cost for 40 Sqm 560.00
Cost per sign (450 X 600 mm)
English Letters - 100 letters of 16 cm height = 1600 cm
7.56
Paint 0.5 Litre 140 70.00
Rate for 1600 cms 70.00
Rate for 248 cms 10.85
Total Rate for straightening and Painting sign boards 1 No 151.72 152.00
7.3 RM413 - REPAIR OF DISTANCE MARKERS includes the repair and/or
Straightening of damaged markers and repainting of all marker posts
once per year
a) Kilometre posts
Unit - Nos
Painting and writing letters
Labour
Painting post
Painter 1 class 2 NOS 114 228.00
Skilled Majdoor 2 NOS 99 198.00
Add Contracors profit and overheads @ 15% 0.15 426 63.90
Sundries L.S 12.00
Cost for 40 sqm 501.90
Cost for 1 sqm 12.55
Cost for 0.604 sqm
Printing letters for 1600 cms
0.604 sqm 7.58
Mate/Supervisor 0.25 NOS 140 35.00
Painter 1 class 3.5 NOS 114 399.00
Majdoor 1.5 NOS 50.48 75.72
Sundries L.S 7.00
Add Contracors profit and overheads @ 15% 0.15 509.72 76.46
Cost for 1600 Cms 593.18
Cost for 248 Cms 91.94
Straightening L.S. 30.00
Rate for Painting and Writing Letters one board
Material
Painting two coats
129.52
Paint of Ist quality from firms such as Goodlass- Nerolac,
Berger,Garware, Jenson Nicholson, Etc
4 Litre 140 560.00
Cost for 40 Sqm 560.00
Cost per sign 0.604 sqm
English Letters
Detail for 100 letters of 16 cm height I.e. 1600 cm
Painting letters
8.46
Paint 0.5 Litre 140 70.00
Rate for 1600 cms 70.00
Rate for 248 cms 10.85
Total Rate for painting 1 Kilometre post 1 No 148.83 149.00
_______________________________________ _______________________________________ ____________________________________
Appendix E - Rate Analysis, Engineers Estimate Contract Schedules
Revision 3 - August 2002
Page 13

Government of Andhra Pradesh
Panchayati Raj Engineering Department Rural Road Maintenance Management
Rate Anylsis for Road Maintenance
District of Karimnargar
Description Quantity Unit Rate Amount
(1) (2) (3) (4) (5) (6)
b) Hectometre posts
Unit - Nos
Painting and writing letters
Labour
Painting post
Painter 1 class 2 NOS 114 228.00
Skilled Majdoor 2 NOS 99 198.00
Add Contracors profit and overheads @ 15% 0.15 426 63.90
Sundries L.S 12.00
Cost for 40 sqm 501.90
Cost for 1 sqm 12.55
Cost for 0.190 sqm
Printing letters for 1600 cms
0.19 sqm 2.38
Mate/Supervisor 0.25 NOS 120 30.00
Painter 1 class 3.5 NOS 114 399.00
Majdoor 1.5 NOS 71 106.50
Sundries L.S 7.00
Add Contracors profit and overheads @ 15% 0.15 535.5 80.33
Cost for 1600 Cms 622.83
Cost for 12 cm
Material
Painting two coats
12 cm 4.67
Paint of Ist quality from firms such as Goodlass- Nerolac,
Berger,Garware, Jenson Nicholson, Etc
4 Litre 140 560.00
Cost for 40 Sqm 560.00
Cost per sign 0.190 sqm
Painting letters
English Letters - 100 letters of 16 cm = 1600 cm
2.66
Paint 0.5 Litre 140 70.00
Rate for 1600 cms 70.00
Rate for 12 cms 0.53
Straightening L.S. 30.00
Total 1 No 37.58
Add turnover tax 2% 0.02 0.75
Total Rate for 1 no Hectometre post 38.00
8 BRIDGE MAINTENANCE
8.1 RM611 - REPAIR OF DECK JOINTS includes the cleaning of all joints
and replacement of damaged or missing joint sealant using Molten
Bitumenous Filler
Unit - 1m
Using Molten Bitumenous filler
Details of cost for 65 mm deep , 10 mm wide 10 m length
Labour
Mazdoor 0.25 71 17.75
Pavior Class ’A’ Grade 0.25 99 24.75
Add Contracors profit and overheads @ 15%
Material
0.15 6.38
Bitumen 0.0064 tonne 11536.21 73.83
Primer coat 0.33 Litre 17.3 5.71
Add Contracors profit and overheads @ 10% 0.1 7.95
Water Charges 0.01 L.S. 0.87
Rate for Repair Deck Joint 1m 8.84
Add Turnover tax 2% 0.02 0.18
Total rate for replacing deck joints 9.00
_______________________________________ _______________________________________ ____________________________________
Appendix E - Rate Analysis, Engineers Estimate Contract Schedules
Revision 3 - August 2002
Page 14

Government of Andhra Pradesh
Panchayati Raj Engineering Department Rural Road Maintenance Management
Rate Anylsis for Road Maintenance
District of Karimnargar
Description Quantity Unit Rate Amount
(1) (2) (3) (4) (5) (6)
8.2 RM611 - REMOVAL OF DEBRIS from deck and bridge surround
includes the cleaning and removal of debris and silt from deck, footways,
expansion joints, scuppers and downpipes and cleaning of vegetation
and debris from, in and around the bridge site.
Unit -1sqm
Cleaning of Road surface 100 sqm
Labour
Mate/Supervisor 0.05 no 120 6.00
Mazdoor 2 no 71 142.00
Add Sundries (pick, Showels, Brooms axes etc.,) 50.00
Add contractors profit and overheads @ 15 % 0.15 198 29.70
Rate for 1 sqm 2.00
8.3 RM611 - REPAIR OF NON-STRUCTURAL COMPONENTS includes
the repair to all minor damage to deck, kerbs, parapets, expansion joints
by scabbling or cutting back to sound concrete M20 grade.
Unit 1 cum
Breaking of loose damaged concrete works
Labour
Mate/Supervisor 0.5 NOS 120 60.00
Mazdoor 10 NOS 71 710.00
Chesiler/Breaker 1 NOS 99 99.00
Add Contractors profit and overhead @ 15 % 0.15 130.35
Cost of break out 1 cum 999.35
M20 Concrete with Centering and accessories
Material
Stone Aggregate 20mm HBG 9.5 CUM 783.53 7443.49
Coarse Sand 4.25 CUM 207 879.75
Cement 4 M.T 2350 9400.00
Rate for Material 17723.24
Labour
Ist Class Mason 0.5 NOS 114 57.00
IInd Class Mason 0.5 NOS 99 49.50
Mazdoor 17 NOS 71 1207.00
Bisti 2.7 NOS 71 191.70
Mate /Supervisor 1 NOS 120 120.00
Labour for cutting bending 0.0055 1625.2 8.94
Additional Labour for laying and removal of centering and shuttering
Carpenter IInd Class 14 NOS 99 1386.00
Mazdoor 14 NOS 71 994.00
Add Contractors profit and overheads @ 15% 0.15 4014.14 602.13
4616.27
Machinery
Ownership ,Operational and running charges of
Concrete mixer 2 Cum per hour 5 HOURS 50.48 252.40
Needdle Vibrator 2 Cum per hour 5 HOURS 12.62 63.10
Add Contractors profit
@ 10% on machinery 0.1 315.5 31.55
Miscellaneous Items such as cost of water etc., L.S 80.00
Scaffolding L.S 100.00
527.05
Centering and Shuttering
Shuttering 0.13 Cum 10000 1300.00
Staging 22.33 Rm 15 334.95
1634.95
Cost for 10 Cum 24501.51
Add for Turnover Tax @ 2% 0.02 24501.51 490.03
Cost for 10 cum 24991.54
Cost for 1 Cum 2499.20
Cost of breaking out damaged material 1 cum 999.35
Cost for 1 cum of complete repair 3499.00
_______________________________________ _______________________________________ ____________________________________
Appendix E - Rate Analysis, Engineers Estimate Contract Schedules
Revision 3 - August 2002
Page 15

Government of Andhra Pradesh
Panchayati Raj Engineering Department Rural Road Maintenance Management
Rate Anylsis for Road Maintenance
District of Karimnargar
Description Quantity Unit Rate Amount
(1) (2) (3) (4) (5) (6)
B PERIODIC MAINTENANCE
9 BLACK TOP TREATMENT (complete) including providing plant mixed,
hot laid, paver finished 20 mm thick Mixed Seal Surfacing on prepared
surface, including patching, edge repair, correction of existing surface,
tack coat, compaction and conveyance of all materials and labour as per
MOST Clauses 503 and 510
Unit = 1 Sqm (Taking out put 500 Sqm)
Labour
Mate/Supervisor 1.35 No 120 162.00
Mazdoor 21 No 71 1491.00
Hot/Ordinary Mazdoor 6 No 99 594.00
Add Contractors profit and OH charges at 15 %
Machinery
0.15 2247 337.05
2584.05
Mini Hot mix plant 6-10 TPH 4 Hour 1268 5072.00
Bituminous boiler oil fed 1500 lts capacity output 250kg 3 Hour 120 360.00
Power roller 8-10T 6 Hour 194.63 1167.78
Add contractor’s profit at 10% on items marked ’B’ i.e., on Rs. 0.1 6599.78 659.98
Sundries such as maintenance of Diversion, Control of traffic & sign
board etc., and for quality control on labour & machinery @ 0.5%
0.005 6599.78 33.00
Miscellaneous Items such as tarring outfit, soap Burnool etc.
Material
Supply of crushed stone chipping including carriage, loading and
unloading and stockpile at site
25.00
7317.76
13.20 mm size 9 Cum 641.03 5769.23
11.2mm size 4.5 Cum 568.53 2558.36
Supply of Bitumen at Site 0.73 Tons 11536.21 8421.43
16749.02
Cost for BT 500 Sqm 26650.83
Rate per Sqm BT 53.30
Add for Tack Coat as worked out below 4.00
Total Rate per Sqm 57.30
Add for Turnover Tax @ 2% 0.02 57.3 1.15
Rate of premix Carpet - 1 Sqm 58.00
Tack Coat (Taking output 1800 sqm)
Labour
Hot Mazdoor/Mazdoor 6 No 99 594.00
Sprayer 1 No 99 99.00
Tarring mate/supervisor 0.35 No 120 42.00
Add Contractors profit and OH charges at 15%
Machinery
0.15 735 110.25
Owner ship, Operational and running charges Bitumen boiler oil feed
1500 Ltr fitted with sprayer set
6 Hour 120 720.00
Farm tractor for toeing 6 Hour 223 1338.00
Add Contractors profit on machinery at 10% 0.1 2058 205.80
Sundries such as maintenance of diversion road, traffic control, sign
boards etc., and for quality control at 0.5% on labour & machinery
0.005 2058 10.29
Miscellaneous items such as spray nozzle tarrying out fit, burnol,
coconut oil and country soap etc.
Material
L.S 100.00
Supply of bitumen at site 0.41 Tonne 11536.21 4672.17
Cost of 1800Sqm 7891.51
Cost per Sqm (Tack coat of BT surface with 2.25 Kg/10 Sqm) 4.00
_______________________________________ _______________________________________ ____________________________________
Appendix E - Rate Analysis, Engineers Estimate Contract Schedules
Revision 3 - August 2002
Page 16

Government of Andhra Pradesh
Panchayati Raj Engineering Department Rural Road Maintenance Management
Rate Anylsis for Road Maintenance
District of Karimnargar
Description Quantity Unit Rate Amount
(1) (2) (3) (4) (5) (6)
10.11 Providing specified grade natural gravel for resheeting gravel roads
and shoulders to depths as required by the Engineer, including laying,
spreading in uniform layers, watering and compacting with 8-10T Static
roller to achieve required CBR including cost and conveyance of all
materials , labour, machinery, lighting, guarding charges etc.,complete
for finished item of work
Unit 1 cum
Cost of Gravel 1.5 Cum 104.6 156.90
Labour Charges for spreading and water as per SSR 1 Cum 31.5 31.50
8 to 10 T Static roller Charges 0.02 194.63 4.33
Add Contractors Profit 10% on machinery 0.1 4.33 0.43
Add Contractors profit and OH charges at 15% 0.15 31.5 4.73
Total 197.89
Add for Turnover Tax @ 2% 0.02 197.89 3.96
Total 201.84
Rate per Cum 202.00
12 WBM PROFILE & CAMBER CORRECTION includes picking of old
WBM surface to a minimum depth of 50 to 100 mm, resectioning to
proper grade and camber after adding additional metal of grade-II, if
necessary, watering and rolling with 8-10 T vibratory roller complete as
per MOST Technican Specification 501(b) excluding cost of grade-II
metal for finished item of work
Unit 10 sqm (taking out unit 100 sqm)
Labour
Mate/Supervisor 0.2 No 120 24.00
Mazdoor for cutting, screening and stacking 4 No 71 284.00
Sundaries L.S 7.00
Add contractors profit and overheads charges at 15%
Machinery
0.15 315 47.25
8-10 T roller 0.25 hour 194.63 48.66
Add contractors profit and overheads charges at 10% 0.1 48.66 4.87
Rate for 100 sqm 415.78
Rate for 10 sqm
Materials
Cost of collection and stacking of Grade II metal 53 mm size including all
material and labour charges
41.58
53 mm metal 1 cum 381.6 381.60
Rate for 10 sqm (assume 90 cum per km) 91.58
Collection and stacking of natural gravel for bindage and blindage
including cost and conveyance of materials 25 mm thick
1 cum 176 176.00
Rate for 10 sqm 44.00
Cost for profile correction WBM 1 sqm 18.00
13 REPLACEMENT OF DAMAGED CULVERTS complete, including the
excavation and removal of existing structure, preparation and leveling of
bedding to proper fall, providing, laying and jointing NP-2 (as per IS458)
RCC pipe and reconstruction of stone masonary including cost of
conveyance of all materials, labour and plant, as per MOST Specification
1000, 1400 and 2900
a) Removal of existing culvert
i) 600 mm dia
Unit - 1mt
Labour
Mate/Supervisor 0.02 NOS 120 2.40
Mazdoor 0.35 NOS 71 24.85
Add Contracors profit and overhead charges 15 % 0.15 27.25 4.09
Total removal Rate 1 m 31.00
_______________________________________ _______________________________________ ____________________________________
Appendix E - Rate Analysis, Engineers Estimate Contract Schedules
Revision 3 - August 2002
Page 17

Government of Andhra Pradesh
Panchayati Raj Engineering Department Rural Road Maintenance Management
Rate Anylsis for Road Maintenance
District of Karimnargar
Description Quantity Unit Rate Amount
(1) (2) (3) (4) (5) (6)
ii) 900 mm dia
Labour
Mate/Supervisor 0.3 NOS 120 36.00
Mazdoor 0.6 NOS 71 42.60
Add Contracors profit and overhead charges 15 % 0.15 78.6 11.79
Total removal Rate 1m 90.00
iii) Removal of Stone Masonary Headwall
Labour
Mate/Supervisor 0.17 NOS 120 20.40
Mazdoor 3.5 NOS 71 248.50
Add Contracors profit and overhead charges 15 % 0.15 268.9 40.34
Total Labour Rate 1cum 309.00
b) Earthwork excavation for C/D structures
Labour
Mate / Supervisor 0.3 NOS 120 36.00
Mazdoor 6 NOS 71 426.00
Add contractor’s profit and overhead charges at 15 % 0.15 462 69.30
Sundries L.S 0.50% 0.005 462 2.31
Rate per 9 Cum 533.61
Add for Turnover Tax @ 2% 0.02 533.61 10.67
544.28
Rate per 1 Cum 60.00
c) Providing , laying and jointing in CM(1:2) NP -2 (as per IS 458) RCC
pipe including cost and conveyance of all materials as per MOST
Technical Specification No. 2900
i) 600 mm dia
Including pointing ends and fixing collar with CM(1:2)
Unit - Metre
(Taking output 10 m)
Material
RCC Hume pipe NP2 including collar at site 10 R.M 489.58 4895.77
Cement 0.022 M.T 2350 51.70
Sand 0.031 CUM 207 6.42
Total Material Rate 4953.89
Labour
Mate/Supervisor 0.242 NOS 120 29.04
Iind Class mason 0.441 NOS 99 43.66
Mazdoor 2.64 NOS 71 187.44
Add Contracors profit and overhead charges 15 % 0.15 260.14 39.02
Total Labour Rate 299.16
Total Cost for 10 m 5253.05
Add for Turnover Tax @ 2% 0.02 5253.05 105.06
5358.11
Cost per metre 536.00
ii) 900 mm dia
Including pointing ends and fixing collar with CM(1:2)
Unit - Metre
(Taking output 10 m)
Material
RCC Hume pipe NP2 including collar at site 10 R.M 977.77 9777.68
Cement 0.05 M.T 2350 117.50
Sand 0.07 CUM 207 14.49
Total Material Rate 9909.67
Labour
Mate/Supervisor 0.55 NOS 120 66.00
Iind Class mason 0.44 NOS 99 43.66
Mazdoor 2.64 NOS 71 187.44
Add Contracors profit and overhead charges 15 % 0.15 297.1 44.56
Total Labour Rate 341.66
Total Cost for 10 m 10251.33
Add for Turnover Tax @ 2% 0.02 10251.33 205.03
10456.36
Cost per metre 1046.00
_______________________________________ _______________________________________ ____________________________________
Appendix E - Rate Analysis, Engineers Estimate Contract Schedules
Revision 3 - August 2002
Page 18

Government of Andhra Pradesh
Panchayati Raj Engineering Department Rural Road Maintenance Management
Rate Anylsis for Road Maintenance
District of Karimnargar
Description Quantity Unit Rate Amount
(1) (2) (3) (4) (5) (6)
d) Coursed Rouble stone masonry in CM (1:3) including cost and
conveyance of all materials to site, all labour charges for mixing the
cement mortar and placing in position etc., complete for finished item of
work as per MOST specification No.1000 / 1400.
Unit - Cum
Coursed Rubble Masonry (IInd sort)
CR Stone 1.21 CUM 292.6 354.05
Bond Stone 0.16 CUM 702.6 112.42
(Through and Bond Stone
7 Nox0.24mx0.24x0.39m=0.16 Cum)
Cement 0.15 M.T 2350 359.55
Sand 0.32 CUM 207 66.24
892.26
Labour
Mate /Supervisor 0.26 NOS 120 31.20
Mason 2.5 NOS 114 285.00
Mazdoor 2.5 NOS 71 177.50
Bhisti 0.15 NOS 71 10.65
L.S 30.00
Add Contractors profit and OH charges@ 15% 0.15 504.35 75.66
610.01
1502.27
Add for Turnover Tax @ 2% 0.02 1502.27 30.05
Total Rate per Cum 1532.00
e) Pointing with cement mortar (1:3) for abutments, wingwalls, parapet
walls including cost and conveyance of all matrials and labour charges
etc., complete as per MOST Specification Section 1300.
Unit - Sqm
Material
Cement mortar (1:3) 0.03 CUM 1493.48 44.80
Total Material Rate 44.80
Labour
Iind Class mason 0.8 NOS 99 79.20
Mazdoor 0.8 NOS 71 56.80
Bisti 0.8 NOS 71 56.80
Sundries such as cost of water etc., 10.00
Add Contracors profit and overhead charges 15 % 0.15 202.8 30.42
Total Labour Rate 233.22
278.02
Add for Turnover Tax @ 2% 0.02 5.56
283.58
Rate per Sqm 28.00
f) Backfilling for foundations, Wingwalls etc., with granular material as per
MOST Specification Section 2900.
Gravelly material
Unit - Cum
Material
Granular material / Gravel 1.16 CUM 104.6 121.34
121.34
Labour
Mate/Supervisor 0.15 NOS 120 18.00
Majdoor 1 NO 71 71.00
Bhisti 0.05 NOS 71 3.55
Sundries such as cost of water etc., 5.00
Add Contractor’s profit and overhead charges 15 % 0.15 92.55 13.88
111.43
232.77
Add for Turnover Tax @ 2% 0.02 232.77 4.66
Cost per Cum 237.00
_______________________________________ _______________________________________ ____________________________________
Appendix E - Rate Analysis, Engineers Estimate Contract Schedules
Revision 3 - August 2002
Page 19

Government of Andhra Pradesh
Panchayati Raj Engineering Department Rural Road Maintenance Management
Rate Anylsis for Road Maintenance
District of Karimnargar
Description Quantity Unit Rate Amount
(1) (2) (3) (4) (5) (6)
g) Rough stone dry packing / pitching for apron flooring including cost
and conveyance of all materials to site etc., complete for finished item of
work as per MOST Technical specification No2500 (S.No.20)
Unit = Cum
(Taking unit 3 Cum)
Material
Stone Boulders (Rough Stone) 1.1 CUM 205.6 226.16
226.16
Labour
IInd Class Mason 0.4 NOS 99 39.60
Majdoor 1.8 NOS 71 127.80
Add Contractor’s profit and overhead charges at 15% 0.15 167.4 25.11
192.51
Cost per Cum 418.67
Add for Turnover Tax @ 2% 0.02 418.67 8.37
Cost per 1 Cum 427.00
h) Cement Concrete (1:4:8) mix with stone aggregate 40mm nominal size
in foundations upto a depth of 1.5m below ground level and upto a height
of 1.5m above ground level / bed level including cost and conveyance of
all materials to site, and all labour charges etc.,complete as per MOST
Technical Specification clause
Unit 1 cum 913.00
14 CONSTRUCTION AND INSTALLATION OF NEW DISTANCE
MARKERS POSTS includes construction, painting and installation
complete at locations as directed by the Engineer within the first 4
months of signing the contract.
a) Kilometre Stone
Unit - Each
Material
Cement Concrete M15
Stone aggregate 20mm nominal size 8.5 CUM 783.53 6659.96
Coarse Sand 4.5 CUM 207 931.50
Cement 3.3 M.T 2350 7755.00
Total Rate per 10 Cum 15346.46
Total Rate per 1 Cum 1534.65
Rate per post 0.0375 Cum 1534.65 57.55
Steel Reinforcement
Unit - Tonne
M.S steel + Wastage 5% 1.05 Tonne 15000 15750.00
Binding Wire 10 Kgs 22 220.00
Ded Cost of waste material available in the shape of scrap 0.05 Tonne 15000 750.00
Rate M.T 15220.00
Rate per post 0.0026 Tonne 15220 40.19
Cement Concrete (1:4:8)
Cement Concrete (1:4:8) mix with stone aggregate 40mm nominal size in
foundations upto a depth of 1.5m below ground level and upto a height of
1.5m above ground level / bed level including cost and conveyance of all
materials to site, and all labour charges etc.,complete as per MOST
Technical Specification clause
(Taking output as 10 Cum)
Stone aggregate 40mm nominal size 8.9 CUM 457.6 4072.64
Fine Sand 4.7 CUM 207 972.90
Cement 1.7 M.T 2350 3995.00
I.e. On material 0.01 9040.54 90.41
9132.95
Cost per 1 Cum 913.30
Rate per post 0.14 CUM 913.3 127.87
_______________________________________ _______________________________________ ____________________________________
Appendix E - Rate Analysis, Engineers Estimate Contract Schedules
Revision 3 - August 2002
Page 20

Government of Andhra Pradesh
Panchayati Raj Engineering Department Rural Road Maintenance Management
Rate Anylsis for Road Maintenance
District of Karimnargar
Description Quantity Unit Rate Amount
(1) (2) (3) (4) (5) (6)
Plastering 12 mm in CM (1:3)
Cement 0.08 M.T 2350 176.25
Sand 0.15 CUM 207 31.05
Cost for 10 SQm 207.30
Cost for 1 SQm 20.73
Cost per post
Painting and writing letters
Painting two coats
0.6 SQM 20.73 12.50
Paint of Ist quality from firms such as Goodlass- Nerolac,
Berger,Garware, Jenson Nicholson, Etc
4 Litre 140 560.00
Material for filling L.S 80.00
Cost for 40 Sqm 640.00
Cost per Sqm 16.00
Rate per post
Printing letters
English - 100 letters of 16 cm height = 1600 cm
0.6 SQM 16 9.66
Paint 0.5 Litre 140 70.00
Rate for 1600 cms 70.00
Rate for 248 cms 10.85
Rate per post 1 NO 20.51 20.52
Labour
Cement Concrete M15
Ist Class mason 0.5 NOS 114 57.00
IInd Class mason 0.5 NOS 99 49.50
Mazdoor 17 NOS 71 1207.00
Bhisti 2.7 NOS 71 191.70
Mate/Supervisor 1 NO 120 120.00
1625.20
Add Contractors profit and overheads @ 15% 0.15 1625.2 243.78
Sundries at L.S 0.50 % 0.01 1625.2 8.13
Cost per 10 Cum 1877.11
Cost per 1 Cum 187.71
Rate per post 0.0375 Cum 187.71 7.04
Cement Concrete (1:4:8)
Ist Class Mason 0.5 NOS 114 57.00
IInd Class Mason 0.5 NOS 99 49.50
Mazdoor 17 NOS 71 1207.00
Bisti 2.7 NOS 71 191.70
Mate /Supervisor 1 NOS 120 120.00
Add Contractors profit and overheads @ 15% 0.15 1625.2 243.78
0 1625.2 0.00
Sundries @ 0.50 % 0.01 1625.2 8.13
1877.11
Cost per Cum 187.71
Rate per post 0.14 CUM 187.71 26.28
Steel Reinforcement
Mate/Supervisor 0.75 NOS 120 90.00
Blacksmith Ist Class 10 NOS 114 1140.00
Mazdoor 5 NOS 71 355.00
Add Contracors profit and overheads @ 15% 0.15 1585 237.75
Total Rate per M.T 1822.75
Rate per post 0.003 Tonne 1822.75 4.81
Cement Plaster 12 MM in CM (1:3)
Mate/Supervisor 0.13 NOS 120 15.60
Mason 0.8 NOS 114 91.20
Majdoor 0.8 NOS 71 56.80
Bhisti 0.12 NOS 71 8.52
Scafolding 8.00
180.12
_______________________________________ _______________________________________ ____________________________________
Appendix E - Rate Analysis, Engineers Estimate Contract Schedules
Revision 3 - August 2002
Page 21

Government of Andhra Pradesh
Panchayati Raj Engineering Department Rural Road Maintenance Management
Rate Anylsis for Road Maintenance
District of Karimnargar
Description Quantity Unit Rate Amount
(1) (2) (3) (4) (5) (6)
Sundries @ 0.50% 0.005 180.12 0.90
Add Contracors profit and overheads @ 15% 0.15 180.12 27.02
Cost per 10 sqm 208.04
Cost per 1 sqm 20.80
Rate per post 0.6 SQM 20.8 12.54
Earthwork in excavation
Ordinary Soil
(Taking out put 9 cum)
Mate/Supervisor 0.3 NOS 120 36.00
Majdoor 6 NOS 71 426.00
462.00
Add Contracors profit and overheads @ 15% 0.15 462 69.30
Sundries @ 0.5% 0.01 462 2.31
Rate for 9 Cum 995.61
Rate for1 Cum 110.62
Rate per post 0.16 CUM 110.62 17.26
Formwork 0.094 SQM 20 1.88
Extra for small work ,carriage to site and provision for fixing at site L.S 10.00
Painting and writing letters
Painting Post
Painter 1 class 2 NOS 114 228.00
Skilled Majdoor 2 NOS 99 198.00
Add Contracors profit and overheads @ 15% 0.15 426 63.90
Sundries L.S 12.00
Cost for 40 sqm 501.90
Cost for 1 sqm 12.55
Rate per post 0.6029 SQM 12.55 7.56
Printing letters for 248 cms
Mate/Supervisor 0.25 NOS 120 30.00
Painter 1 class 3.5 NOS 114 399.00
Majdoor 1.5 NOS 71 106.50
Sundries L.S 7.00
Add Contracors profit and overheads @ 15% 0.15 535.5 80.33
Cost for 1600 Cms 622.83
Cost for 248 Cms 96.54
Rate per post 96.54
Total painting material per post 1 NOS 104.1 104.10
Summary Material
Cement Concrete M15 0.0375 Cum 1534.65 57.55
Cement Concrete (1:4:8) 0.14 CUM 913.3 127.86
Steel Reinforcement 0.00264 Tonne 15220 40.18
Plaster 12 mm in CM (1:3) 0.6 SQM 20.73 12.50
Painting and writing letters 1 NO 20.51 20.52
Summary Labour
Cement Concrete M15 0.0375 Cum 187.71 7.04
Cement Concrete (1:4:8) 0.14 CUM 187.71 26.28
Steel Reinforcement 0.00264 Tonne 1822.75 4.81
Cement Plaster 12 MM in CM (1:3) 0.6029 SQM 20.8 12.54
Earthwork in excavation 0.156 CUM 110.62 17.26
Formwork 0.094 SQM 20 1.88
Extra for small work ,carriage to site and provision for fixing at site L.S 10.00
Painting and writing letters 1 NO 104.1 104.10
TOTAL 442.53
Add for Turnover Tax @ 2% 0.02 8.85
451.38
Rate for 1 KM Stone 451.00
_______________________________________ _______________________________________ ____________________________________
Appendix E - Rate Analysis, Engineers Estimate Contract Schedules
Revision 3 - August 2002
Page 22

Government of Andhra Pradesh
Panchayati Raj Engineering Department Rural Road Maintenance Management
Rate Anylsis for Road Maintenance
District of Karimnargar
Description Quantity Unit Rate Amount
(1) (2) (3) (4) (5) (6)
b) Hectameter Stone
Unit -Each
Material (from above)
Cement Concrete M15 0.01 Cum 1534.65 15.35
Steel Reinforcement 0.001 M.T 15220 15.66
Cement Concrete(1:4:8) 0.04 Cum 913.3 34.71
Cement plaster L.S 10.00
Painting and printing letters
Painting 0.19 Sqm 16 3.04
Printing letters 1600 12 70 0.53
Rate of material 75.71
Total Rate of material 75.71
Labour (from above)
Cement Concrete M15 0.01 Cum 187.71 1.88
Steel Reinforcement 0.001 M.T 1822.75 1.88
Cement Concrete(1:4:8) 0.038 Cum 187.71 7.13
Earthwork excavation 0.042 Cum 110.62 4.65
Cement plaster L.S 5.00
Carriage fixing at site and extra for small work L.S 5.00
Formwork L.S 1.50
Painting and printing letters
Painting post 0.19 Sqm 12.55 2.38
Printing letters 1600 12 622.83 4.67
Total Rate of labour 34.09
Total 75.71 nos 109.80
Add for Turnover Tax @ 2% 0.02 2.20
Total Rate for 200 m stone 112.00
_______________________________________ _______________________________________ ____________________________________
Appendix E - Rate Analysis, Engineers Estimate Contract Schedules
Revision 3 - August 2002
Page 23

Government of Andhra Pradesh
Panchayati Raj Engineering Department Rural Road Maintenance Management
SCHEDULE I
CONTRACT PRICING
Contract No. : ………………………
Name of Tenderer: …………………………………………….
S.No. Description Unit Quantity Rate
(1) (2) (4) (5) (6)
A ROUTINE MAINTENANCE
1 MOBILISATION AND DEMOBILISATION
1.11 Supply and maintain2 No 100 cc motor bike MONTH 36 3500
1.12 Routine Maintenance of all roads as listed in schedule 3 to required Intervention and Rectification standards as per MOST
3000 and Technical specification
TOTAL ROUTINE MAINTENANCE (LUMPSUM)
MONTH 18 42475.17
B PERIODIC MAINTENANCE (Provisional Quantities) as per Schedule 4, 5, 6
2.1 BLACK TOP TREATMENT (complete) including providing plant mixed, hot laid, paver finished 20 mm thick Mixed Seal
Surfacing on prepared surface, including patching, edge repair, correction of existing surface, tack coat, compaction and
conveyance of all materials and labour as per MOST 503, 510, 900 and 3004
SQM 500 58
2.2 RESHEETING OF PAVEMENT including the supply of specified grade natural gravel to depths and width (minimum 1 metre
from edge of pavement) as required by the Engineer, including laying, spreading in uniform layers, watering and compacting
with 8-10T Static roller including cost and conveyance of all materials , labour, machinery, lighting, guarding charges
etc.,complete for finished item of work as per MOST 401 and 900.
CUM 11056.2 202
2.3 WBM PROFILE & CAMBER CORRECTION includes picking of old WBM surface to a minimum depth of 50 to 100 mm,
resectioning to proper grade, camber and profile (25 mm under 3 m straight edge) after adding additional 25% metal of grade-
III , as necessary, placing a 50 mm layer of brindage material, watering and rolling with 8-10 T vibratory roller complete as
per MOST 501 and including the provision, placing and compacting of natural shouldering to a minimum width of 1 m
(included and paid under 5 above).
SQM 18
2.4 SHOULDER RESURFACING (complete) including the supply of natural shouldering material, spreading, watering, trimming
and compaction with 8-10T static roller to minimum width of 1 metre and to proper camber where drop-off exceeds 50 mm
below adjacent BT, concrete or WBM surface as per MOST 501, 300 and 900.
CUM 202
2.5 REPAIR OF ISOLATED FAILED SECTIONS > 2 sq.m, including the removal of all material to solid ground or treatment of
subgrade as directed by the Engineer, replacement with selected subgrade, provision of subsurface drains (as required),
granular subbase, WBM III as required, and bituminous premix or mix seal surfacing Type B to provide texture similar to
existing. Replacement and backfilling of unsuitable material to be paid under c)
2.51 20mm Premix carpet including tack coat & Primer coat SQM 100 68
2.52 Grade III (75 mm compacted layer)- CUM 7.5 942
2.53 Gravel Sub Base 200 mm loose compacted to 150 mm including excavation of unsound material CUM 15 225
2.6 REPLACEMENT OF DAMAGED CULVERTS complete, including the excavation and removal of existing structure,
preparation and leveling of bedding to proper fall, providing, laying and jointing NP-3 (as per IS458) RCC pipe and
reconstruction of stone masonary including cost of conveyance of all materials, labour and plant, as per MOST 202, 900,
1300, 1400, 2500 and 2900
Removal of existing culvert
_______________________________________
Appendix E - Rate Analysis, Engineers Estimate Contract Schedules
_______________________________________ ____________________________________
Revision 3 - August 2002
Page 24

Government of Andhra Pradesh
Panchayati Raj Engineering Department Rural Road Maintenance Management
SCHEDULE I
CONTRACT PRICING
Contract No. : ………………………
Name of Tenderer: …………………………………………….
S.No. Description Unit Quantity Rate
(1) (2) (4) (5) (6)
2.601 600 mm dia RM 31
2.602 900 mm dia RM 90
2.603 Removal of Stone Masonary Headwall CUM 309
2.604 Earthwork excavation for C/D structures CUM 25 60
Providing , laying and jointing in CM(1:2) NP -3 (as per IS 458) RCC pipe including cost and conveyance of all materials as
per MOST 1000 and 2900
2.605 600 mm dia RM 15 536
2.606 900 mm dia RM 30 1046
2.607 Coursed Rouble stone masonry in CM (1:3) including cost and conveyance of all materials to site, all labour charges for
mixing the cement mortar and placing in position etc., complete for finished item of work as per MOST 1000 and 1400
CUM 169 1532
2.608 Pointing with cement mortar (1:3) for abutments, wingwalls, parapet walls including cost and conveyance of all matrials and
labour charges etc. as per MOST 1300
SQM 50 28
2.609 Backfilling for foundations, Wingwalls etc., with granular material as per MOST 1500 CUM 50 237
2.610 Rough stone dry packing / Pitching for apron flooring including cost and conveyance of all materials to site etc., complete for
finished item of work as per MOST 2500
2.611 Cement Concrete (1:4:8) mix with stone aggregate 40mm nominal size in foundations upto a depth of 1.5m below ground
CUM 50 427
level and upto a height of 1.5m above ground level / bed level including cost and conveyance of all materials to site, and all
labour charges etc. MOST 1000 & 1700
CUM 50 913
2.7 CONSTRUCTION AND INSTALLATION OF NEW DISTANCE MARKERS POSTS includes construction, painting and
installation complete at locations as directed by the Engineer within the first 4 months of signing the contract, as per MOST
804
2.71 KM Stone EACH 43 451
2.72 Hectameter Stone
TOTAL PERIODIC MAINTENANCE
EACH 63 112
C EMERGENCY MAINTENANCE
3 EMERGENCY MAINTENANCE includes the removal of land slips, repairs to all flood damage including replacement of
culverts where directed by the Engineer and repairs of major embankment scours and reinstatement after motor accidents L.S.of to Estimated value 890553 0.075
make road safe for traffic.
4 GENERAL
DAYWORKS as directed by the Engineer using rates as per Schedule-2 L.S.
TOTAL PROVISIONAL ITEM
TOTAL CONTRACT SUM
_______________________________________
Appendix E - Rate Analysis, Engineers Estimate Contract Schedules
Revision 3 - August 2002
_______________________________________ ____________________________________
Page 25

Government of Andhra Pradesh
Panchayati Raj Engineering Department Rural Road Maintenance Management
_______________________________________
Appendix E - Rate Analysis, Engineers Estimate Contract Schedules
Revision 3 - August 2002
Amount
(7)
126000
764553
890553
29000
2233352
0
0
6800
7065
3375
_______________________________________ ____________________________________
Page 26

Government of Andhra Pradesh
Panchayati Raj Engineering Department Rural Road Maintenance Management
_______________________________________
Appendix E - Rate Analysis, Engineers Estimate Contract Schedules
Revision 3 - August 2002
Amount
(7)
0
0
0
1500
8040
31380
258908
1400
11850
21350
45650
19393
7056
2686119
66791.475
200000
266791
4110254
_______________________________________ ____________________________________
Page 27

Government of Andhra Pradesh
Panchayati Raj Engineering Department Rural Road Maintenance Management
Contract No. : ………………………
Name of Tenderer : …………………………………………..
SCHEDULE 3
CONTRACT DETAILS
Road No Link No Sec
CRRI
Surface Type
PROG
No
BHEEMDEVARAPALLI SUB-DIVISION
Road Name From To No. BT WBM GR CC ETH
5203215 P5601 1 BHEEMDEVARAPALLI TO SAIDAPOOR 0.000 1.100 M32 1.1 AP1
5203215 P5601 2 BHEEMDEVARAPALLI TO SAIDAPOOR 1.100 1.132 M32 0.032 AP1
5203215 P5601 3 BHEEMDEVARAPALLI TO SAIDAPOOR 1.132 3.000 M32 1.868 AP1
5203215 P5202 4 BHEEMDEVARAPALLI TO SAIDAPOOR 3.000 5.750 M32 2.75 AP1
5203215 P5202 5 BHEEMDEVARAPALLI TO SAIDAPOOR 5.750 5.804 M32 0.054 AP1
5203215 P5202 6 BHEEMDEVARAPALLI TO SAIDAPOOR 5.804 7.400 M32 1.596 AP1
5203215 P5202 7 BHEEMDEVARAPALLI TO SAIDAPOOR 7.400 7.431 M32 0.031 AP1
5203215 P5202 8 BHEEMDEVARAPALLI TO SAIDAPOOR 7.431 8.200 M32 0.769 AP1
5203215 P5202 9 BHEEMDEVARAPALLI TO SAIDAPOOR 8.200 8.250 M32 0.05 AP1
5203215 P5202 10 BHEEMDEVARAPALLI TO SAIDAPOOR 8.250 11.500 M32 3.25 AP1
5203215 P5202 11 BHEEMDEVARAPALLI TO SAIDAPOOR 11.500 11.532 M32 0.032 AP1
5203215 P5202 12 BHEEMDEVARAPALLI TO SAIDAPOOR 11.532 12.000 M32 0.468 AP1
6201001 P5601 1 KATKUR TO ANTHAKPET 0.000 0.525 L429C 0.525 AMP
6201001 P5601 2 KATKUR TO ANTHAKPET 0.525 0.575 L429C 0.05 AMP
6201001 P5601 3 KATKUR TO ANTHAKPET 0.575 1.350 L429C 0.775 AMP
6201001 P5601 4 KATKUR TO ANTHAKPET 1.350 1.382 L429C 0.032 AMP
6201001 P5601 5 KATKUR TO ANTHAKPET 1.382 2.800 L429C 1.418 AMP
6201005 P5601 1 KOTHAKONDA TO VELAIR 0.000 1.300 L413 1.3 AMP
6201005 P5601 2 KOTHAKONDA TO VELAIR 1.300 2.200 L413 0.9 AMP
6201006 P5601 1 MALLARAM TO VEERLAGADDA THANDA 0.000 2.700 L423 2.7 AMP
6201008 P5601 1 KANNARAM TO ICHULAPALLI 0.000 2.500 L427 2.5 AMP
6201018 P5601 1 ZP ROAD TO CHANTAIAHPALLI 0.000 0.500 L421 0.5 AMP
6201019 P5601 1 MALLARAM TO RASOOLPALLI 0.000 1.200 L422 1.2 AMP
6201022 P5601 1 ZP ROAD TO CHAPATHANDA 0.000 1.000 L426 1 AMP
6201029 P5601 1 MUTHARAM TO LAMBADITHANDA 0.000 2.000 L429B 2 AMP
6201032 P5601 1 KATKUR TO MANIKYALAPALLI 0.000 2.000 L424 2 AMP
6201033 P5601 1 KATKUR TO DASUTHANDA 0.000 2.000 L425 2 AMP
6201033 P5601 2 KATKUR TO DASUTHANDA 2.000 4.000 L425 2 AMP
6201035 P5201 1 SOMARAM JUNCTION TO SAIDAPOOR 0.000 0.950 L404D 0.95 AMP
6201035 P5201 2 SOMARAM JUNCTION TO SAIDAPOOR 0.950 1.700 L404D 0.75 AMP
6201035 P5201 3 SOMARAM JUNCTION TO SAIDAPOOR 1.700 3.000 L404D 1.3 AMP
6201041 P5201 1 AMMANAGURTHI TO NALLARAMAIAHPALLI 0.000 1.200 L379 1.2 AMP
6201044 P5201 1 RAIKAL TO NALLANENITHANDA 0.000 3.000 L380 3 AMP
6201045 P5201 1 RAMULAPALLI TO YELLAMPALLI 0.000 2.000 L404A 2 AMP
6201047 P5201 1 SOMARAM TO GARREPALLI 0.000 1.600 L381 1.6 AMP
6201049 P5201 1 ZP ROAD TO AREPALLI 0.000 2.800 L382 2.8 AMP
6201052 P5201 1 ZP ROAD TO GUJJALAPALLI 0.000 1.200 L383 1.2 AMP
6201053 P5201 1 ZP ROAD TO RAIKALTHANDA 0.000 1.500 L384 1.5 AMP
6201059 P5101 1 INDIRANAGAR TO GOPALPOOR 0.000 0.240 L404 0.24 AMP
6201059 P5101 2 INDIRANAGAR TO GOPALPOOR 0.240 2.200 L404 1.96 AMP
6201059 P5101 3 INDIRANAGAR TO GOPALPOOR 2.200 2.500 L404 0.3 AMP
6201061 P5101 1 PWD ROAD TO SURARAM 0.000 1.300 L445A 1.3 AMP
6201061 P5101 2 PWD ROAD TO SURARAM 1.300 1.800 L445A 0.5 AMP
6201316 P5601 1 PWD ROAD TO VAIBHAPOOR 0.000 1.700 L371 1.7 AMP
6201610 P5101 1 KESHAVAPOOR TO RAMAKISHTAPOOR 0.000 1.500 L453 1.5 AMP
6201750 P5601 1 PWD ROAD TO KOTHAPALLI 0.000 0.900 L429A 0.9 AMP
6201750 P5601 2 PWD ROAD TO KOTHAPALLI 0.900 1.500 L429A 0.6 AMP
6201846 P5101 1 KESHAVAPATNAM TO GUNTURPALLI 0.000 2.000 L452 2 AMP
6203058 P5601 1 ZP ROAD TO RATHNAGIRI 0.000 2.500 L41 2.5 AMP
6203060 P5601 1 MULKANOOR TO NARAHARITHANDA 0.000 2.700 L419 2.7 AMP
6203060 P5601 2 MULKANOOR TO NARAHARITHANDA 2.700 2.713 L419 0.013 AMP
6203060 P5601 3 MULKANOOR TO NARAHARITHANDA 2.713 3.200 L419 0.487 AMP
6203072 P5601 1 PWD ROAD TO RAMPOOR 0.000 0.800 L417 0.8 AMP
6203141 P5201 1 KATRAPALLI TO AMMANAGURTHY 0.000 2.000 L378 2 AMP
6203141 P5201 2 KATRAPALLI TO AMMANAGURTHY 2.000 2.400 L378 0.4 AMP
6203142 P5201 1 ZP ROAD TO SARVAIPET 0.000 1.100 L47 1.1 AMP
6203142 P5201 2 ZP ROAD TO SARVAIPET 1.100 2.400 L47 1.3 AMP
6203142 P5201 3 ZP ROAD TO SARVAIPET 2.400 3.200 L47 0.8 AMP
6203142 P5201 4 ZP ROAD TO SARVAIPET 3.200 5.300 L47 2.1 AMP
6203142 P5201 5 ZP ROAD TO SARVAIPET 5.300 7.000 L47 1.7 AMP
6203183 P5101 1 PWD ROAD TO GUDIBANDA 0.000 0.400 L464A 0.4 AMP
TOTAL 10.337 18.442 41.727 0.294 5.7
_______________________________________
Appendix E - Rate Analysis, Engineers Estimate Contract Schedules
Revision 3 - August 2002
_______________________________________ ____________________________________
Page 28

Government of Andhra Pradesh
Panchayati Raj Engineering Department Rural Road Maintenance Management
RNo RLN
o
Sect
No
BheemaDevarapalli
SCHEDULE 4
PERIODIC MIANTENANCE - RESURFACING PROGRAM
Contract No…………………….
Name of Tenderer ……………………………………
Road Name ChF ChT
CRRI
No.
Surface
type
RSL Treatment Type
6201006 P5601 01 MALLARAM TO VEERLAGADDA THANDA 0.000 2.700 L423 GR 2.700 Reshape and gravel sheet 100 mm
6201008 P5601 01 KANNARAM TO ICHULAPALLI 0.000 2.500 L427 GR 2.500 Reshape and gravel sheet 100 mm
6201019 P5601 01 MALLARAM TO RASOOLPALLI 0.000 1.200 L422 GR 1.200 Reshape and gravel sheet 100 mm
6201022 P5601 01 ZP ROAD TO CHAPATHANDA 0.000 1.000 L426 GR 1.000 Reshape and gravel sheet 100 mm
6201032 P5601 01 KATKUR TO MANIKYALAPALLI 0.000 2.000 L424 GR 2.000 Reshape and gravel sheet 100 mm
6201033 P5601 01 KATKUR TO DASUTHANDA 0.000 2.000 L425 GR 2.000 Reshape and gravel sheet 100 mm
6201033 P5601 02 KATKUR TO DASUTHANDA 2.000 4.000 L425 GR 2.000 Reshape and gravel sheet 100 mm
6203060 P5601 01 MULKANOOR TO NARAHARITHANDA 0.000 2.700 L419 GR 2.700 Reshape and gravel sheet 100 mm
6203060 P5601 03 MULKANOOR TO NARAHARITHANDA 2.713 3.200 L419 GR 0.487 Reshape and gravel sheet 100 mm
6201059 P5101 01 INDIRANAGAR TO GOPALPOOR 0.000 0.240 L404 GR 0.240 Reshape and gravel sheet 100 mm
6201059 P5101 03 INDIRANAGAR TO GOPALPOOR 2.200 2.500 L404 GR 0.300 Reshape and gravel sheet 100 mm
6203141 P5201 02 KATRAPALLI TO AMMANAGURTHY 2.000 2.400 L378 GR 0.400 Reshape and gravel sheet 100 mm
GR Total 17.527
6201061 P5101 02 PWD ROAD TO SURARAM 1.300 1.800 L445A ETH 0.500 Reshape and gravel sheet 150 mm
6203183 P5101 01 PWD ROAD TO GUDIBANDA 0.000 0.400 L464A ETH 0.400 Reshape and gravel sheet 150 mm
_______________________________________ ___________________________________________________________________________
Appendix E - Rate Analysis, Engineers Estimate Contract Schedules
Revision 3 - August 2002
Page 29

Government of Andhra Pradesh
Panchayati Raj Engineering Department Rural Road Maintenance Management
SCHEDULE 5
PERIODIC MAINTENANCE - CULVERT & DRAIN UPGRADING
Contract No. : ………………………
Name of Tenderer: …………………………………………..
RNo RLNo RSNo RName ChF ChT CRRI No RSL CULVERT No LOCATION
BHEEMDEVERPALLI SUB DIVISION
CULVERT
TYPE
No OF
VENTS VENT SIZE COMMENTS
6201001 P5601 01 KATKUR TO ANTHAKPET ZP ROAD 0.000 0.525 L429C 0.525 1/1 0.100 CSS 1 450X450
6201001 P5601 01 KATKUR TO ANTHAKPET ZP ROAD 0.000 0.525 L429C 0.525 1/2 0.315 CSS 1 600X600
6201006 P5601 01 MALLARAM TO VEERLAGADDATHANDA 0.000 2.700 L423 2.700 1/2 0.700 HP 1 600
6201006 P5601 01 MALLARAM TO VEERLAGADDATHANDA 0.000 2.700 L423 2.700 1/3 0.900 RCS 1 2000X900
6201006 P5601 01 MALLARAM TO VEERLAGADDATHANDA 0.000 2.700 L423 2.700 2/1 1.300 HP 4 600
6201006 P5601 01 MALLARAM TO VEERLAGADDATHANDA 0.000 2.700 L423 2.700 1/1 0.510 HP 1 600
6201008 P5601 01 KANNARAM TO ICHULAPALLI 0.000 2.500 L427 2.500 1/1 0.900 HP 1 600
6201008 P5601 01 KANNARAM TO ICHULAPALLI 0.000 2.500 L427 2.500 2/1 1.200 HP 1 600
6201019 P5601 01 MALLARAM TO RASOOLPALLI 0.000 1.200 L422 1.200 1/1 0.600 HP 2 600
6201019 P5601 01 MALLARAM TO RASOOLPALLI 0.000 1.200 L422 1.200 2/1 1.110 HP 1 600
6201022 P5601 01 ZP ROAD TO CHAPATHANDA 0.000 1.000 L426 1.000 1/1 0.100 HP 1 450
6201022 P5601 01 ZP ROAD TO CHAPATHANDA 0.000 1.000 L426 1.000 1/2 0.500 HP 3 600
6201029 P5601 01 MUTHARAM TO LAMBADITHANDA 0.000 2.000 L429B 2.000 2/3 1.610 CSS 1 600X600
6201029 P5601 01 MUTHARAM TO LAMBADITHANDA 0.000 2.000 L429B 2.000 2/1 1.300 CSS 1 600X600
6201032 P5601 01 KATKUR TO MANIKYALPALLI 0.000 2.000 L424 2.000 1/1 0.100 HP 1 600
6201032 P5601 01 KATKUR TO MANIKYALPALLI 0.000 2.000 L424 2.000 1/2 0.600 HP 3 900
6201033 P5601 01 KATKUR TO DASUTHANDA 0.000 2.000 L425 2.000 2/1 1.200 HP 1 600
6201033 P5601 01 KATKUR TO DASUTHANDA 0.000 2.000 L425 2.000 2/2 1.300 HP 1 600
6201033 P5601 01 KATKUR TO DASUTHANDA 2.000 4.000 L425 2.000 4/1 3.200 HP 2 600
6201750 P5601 02 PWD ROAD TO KOTHAPALLI 0.900 1.500 L429A 0.600 2/1 1.250 HP 4 450
6203058 P5601 01 ZP ROAD TO RATHNAGIRI 0.000 2.500 L41 2.500 2/1 1.470 HP 1 600
6203058 P5601 01 ZP ROAD TO RATHNAGIRI 0.000 2.500 L41 2.500 3/2 2.080 RCS 1 1000X750
6203058 P5601 01 ZP ROAD TO RATHNAGIRI 0.000 2.500 L41 2.500 1/1 0.441 HP 1 450
6203058 P5601 01 ZP ROAD TO RATHNAGIRI 0.000 2.500 L41 2.500 1/2 0.668 HP 1 600
6203058 P5601 01 ZP ROAD TO RATHNAGIRI 0.000 2.500 L41 2.500 3/1 2.020 RCS 1 2000X900
6203058 P5601 01 ZP ROAD TO RATHNAGIRI 0.000 2.500 L41 2.500 3/3 2.250 HP 1 600
6203058 P5601 01 ZP ROAD TO RATHNAGIRI 0.000 2.500 L41 2.500 3/4 2.400 HP 1 600
6203058 P5601 01 ZP ROAD TO RATHNAGIRI 0.000 2.500 L41 2.500 3/5 2.500 HP 1 600
6203060 P5601 01 MULKANUR TO NARAHARITHANDA 0.000 2.700 L419 2.700 2/2 1.550 HP 1 600
6203060 P5601 01 MULKANUR TO NARAHARITHANDA 0.000 2.700 L419 2.700 1/1 0.710 HP 1 600
6203060 P5601 01 MULKANUR TO NARAHARITHANDA 0.000 2.700 L419 2.700 1/2 0.850 HP 1 600
6203060 P5601 01 MULKANUR TO NARAHARITHANDA 0.000 2.700 L419 2.700 2/1 1.200 HP 1 600
6203060 P5601 01 MULKANUR TO NARAHARITHANDA 0.000 2.700 L419 2.700 3/2 2.200 HP 1 450
6203060 P5601 01 MULKANUR TO NARAHARITHANDA 0.000 2.700 L419 2.700 3/4 2.500 HP 1 450
6203060 P5601 03 MULKANUR TO NARAHARITHANDA 2.713 3.200 L419 0.487 4/1 3.000 HP 1 450
6203060 P5601 01 MULKANUR TO NARAHARITHANDA 0.000 2.700 L419 2.700 3/1 2.100 CSS 1 800X600
6203060 P5601 01 MULKANUR TO NARAHARITHANDA 0.000 2.700 L419 2.700 3/3 2.400 HP 1 450
6203060 P5601 03 MULKANUR TO NARAHARITHANDA 2.713 3.200 L419 0.487 4/2 3.200 HP 1 600
6203072 P5601 01 PWD ROAD TO RAMPOOR 0.000 0.800 L417 0.800 1/3 0.360 HP 1 300
6203072 P5601 01 PWD ROAD TO RAMPOOR 0.000 0.800 L417 0.800 1/2 0.300 HP 2 600
6203072 P5601 01 PWD ROAD TO RAMPOOR
PWD ROAD INDIRANAGAR TO
0.000 0.800 L417 0.800 1/1 0.050 HP 1 600
6201059 P5101 01 GOPALPOOR
PWD ROAD INDIRANAGAR TO
0.000 0.240 L404 0.240 1/1 0.100 HP 1 300
6201059 P5101 02 GOPALPOOR
PWD ROAD INDIRANAGAR TO
0.240 2.200 L404 1.960 1/2 0.300 HP 1 300
6201059 P5101 03 GOPALPOOR 2.200 2.500 L404 0.300 2/1 1.850 RCS 3 3000X600
6201610 P5101 01 KESHAVAPOOR TO RAMAKISHTAPOOR 0.000 1.500 L453 1.500 1/1 0.250 HP 2 600
6201846 P5101 01 KESHAVAPOOR TO GUNTURPALLI 0.000 2.000 L452 2.000 1/1 0.900 CSS 1 1000X1200
6201846 P5101 01 KESHAVAPOOR TO GUNTURPALLI 0.000 2.000 L452 2.000 2/1 1.100 CSS 1 1000X1201
6201846 P5101 01 KESHAVAPOOR TO GUNTURPALLI 0.000 2.000 L452 2.000 2/2 1.300 HP 1 300
6201846 P5101 01 KESHAVAPOOR TO GUNTURPALLI 0.000 2.000 L452 2.000 2/3 1.500 HP 1 750
6201846 P5101 01 KESHAVAPOOR TO GUNTURPALLI 0.000 2.000 L452 2.000 2/4 1.600 HP 1 750
5203215 P5201 01 BHEEMDEVARAPALLI TO SAIDAPOOR 0.000 1.100 M32 1.100 1/1 0.400 RCS 4 750X900
5203215 P5201 03 BHEEMDEVARAPALLI TO SAIDAPOOR 1.132 3.000 M32 1.868 2/2 1.450 HP 1 600
5203215 P5201 03 BHEEMDEVARAPALLI TO SAIDAPOOR 1.132 3.000 M32 1.868 3/1 2.500 HP 2 750
5203215 P5201 03 BHEEMDEVARAPALLI TO SAIDAPOOR 1.132 3.000 M32 1.868 3/2 2.700 HP 1 900
5203215 P5201 04 BHEEMDEVARAPALLI TO SAIDAPOOR 3.000 5.750 M32 2.750 4/1 3.300 HP 2 900
5203215 P5201 04 BHEEMDEVARAPALLI TO SAIDAPOOR 3.000 5.750 M32 2.750 5/1 4.100 HP 2 1800X1800
5203215 P5201 04 BHEEMDEVARAPALLI TO SAIDAPOOR 3.000 5.750 M32 2.750 5/2 4.400 HP 1 300
5203215 P5201 04 BHEEMDEVARAPALLI TO SAIDAPOOR 3.000 5.750 M32 2.750 5/3 4.500 HP 1 600
5203215 P5201 04 BHEEMDEVARAPALLI TO SAIDAPOOR 3.000 5.750 M32 2.750 5/4 4.700 HP 1 450
5203215 P5201 06 BHEEMDEVARAPALLI TO SAIDAPOOR 5.804 7.400 M32 1.596 8/1 7.400 CW 1 600
5203215 P5201 08 BHEEMDEVARAPALLI TO SAIDAPOOR 7.431 8.200 M32 0.769 8/2 7.600 RCS 2 3000X1500
_______________________________________
Appendix E - Rate Analysis, Engineers Estimate Contract Schedules
Revision 3 - August 2002
_______________________________________ ____________________________________
Page 30

Government of Andhra Pradesh
Panchayati Raj Engineering Department Rural Road Maintenance Management
SCHEDULE 5
PERIODIC MAINTENANCE - CULVERT & DRAIN UPGRADING
Contract No. : ………………………
Name of Tenderer: …………………………………………..
RNo RLNo RSNo RName ChF ChT CRRI No RSL CULVERT No LOCATION
5203215 P5201 07 BHEEMDEVARAPALLI TO SAIDAPOOR 7.431 8.200 M32 0.769 9/1 8.010 HP 1 600
5203215 P5201 10 BHEEMDEVARAPALLI TO SAIDAPOOR 8.250 11.500 M32 3.250 9/3 8.700 HP 1 600
5203215 P5201 10 BHEEMDEVARAPALLI TO SAIDAPOOR 8.250 11.500 M32 3.250 10/1 9.350 HP 1 450
CULVERT
TYPE
No OF
VENTS VENT SIZE COMMENTS
5203215 P5201 10 BHEEMDEVARAPALLI TO SAIDAPOOR 8.250 11.500 M32 3.250 10/2 9.500 RCS 2 1800X1500
5203215 P5201 10 BHEEMDEVARAPALLI TO SAIDAPOOR 8.250 11.500 M32 3.250 11/1 10.350 HP 1 900
5203215 P5201 10 BHEEMDEVARAPALLI TO SAIDAPOOR 8.250 11.500 M32 3.250 12/1 11.100 HP 1 600
5203215 P5201 12 BHEEMDEVARAPALLI TO SAIDAPOOR 11.532 12.000 M32 0.468 12/3 11.800 HP 2 600
5203215 P5201 12 BHEEMDEVARAPALLI TO SAIDAPOOR 11.532 12.000 M32 0.468 12/4 11.900 HP 1 600
6201035 P5201 01 SOMARAM JUNCTION TO SAIDAPOOR 0.000 0.950 L404D 0.950 1/1 0.500 HP 1 600
6201044 P5201 01 RAIKAL TO NALLANENITHANDA 0.000 3.000 L380 3.000 1/1 3.000 HP 1 600
6201045 P5201 01 ZP ROAD RAMULAPALLI TO YELLAMPALLI 0.000 2.000 L404A 2.000 1/1 0.900 HP 1 300
6201047 P5201 01 SOMARAM TO GARREPALLI 0.000 1.600 L381 1.600 1/1 0.050 CSS 1 1100X1500
6201047 P5201 01 SOMARAM TO GARREPALLI 0.000 1.600 L381 1.600 1/2 0.025 HP 2 450
6201047 P5201 01 SOMARAM TO GARREPALLI 0.000 1.600 L381 1.600 1/3 0.300 HP 1 750
6201049 P5201 01 ZP ROAD TO AREPALLI 0.000 2.800 L382 2.800 1/1 0.400 HP 1 600
6201052 P5201 01 ZP ROAD TO GUJJALAPALLI 0.000 1.200 L383 1.200 1/1 0.450 HP 3 450
6201053 P5201 01 ZP ROAD TO RAIKALTHANDA 0.000 1.500 L384 1.500 1/1 0.100 HP 2 600
6203141 P5201 01 KATRAPALLI TO AMMANAGURTHI 0.000 2.000 L378 2.000 1/1 0.100 HP 2 600
6203141 P1201 01 KATRAPALLI TO AMMANAGURTHI 0.000 2.000 L378 2.000 1/2 0.600 HP 1 600
6203141 P5201 01 KATRAPALLI TO AMMANAGURTHI 0.000 2.000 L378 2.000 1/3 0.900 CSS 1 3000X1200
6203141 P5201 01 KATRAPALLI TO AMMANAGURTHI 0.000 2.000 L378 2.000 2/1 1.200 HP 1 600
6203142 P5201 01 ZP ROAD TO SARVAIPETA 0.000 1.100 L47 1.100 1/1 0.010 HP 2 600
6203142 P5201 01 ZP ROAD TO SARVAIPETA 0.000 1.100 L47 1.100 1/2 0.960 HP 1 600
6203142 P5201 02 ZP ROAD TO SARVAIPETA 1.100 2.400 L47 1.300 2/1 1.110 HP 1 600
6203142 P5201 02 ZP ROAD TO SARVAIPETA 1.100 2.400 L47 1.300 3/1 2.200 HP 1 600
6203142 P5201 03 ZP ROAD TO SARVAIPETA 2.400 3.200 L47 0.800 3/2 2.500 RCS 1 1800X900
6203142 P5201 03 ZP ROAD TO SARVAIPETA 2.400 3.200 L47 0.800 3/3 2.600 RCS 3 2400X1800
6203142 P5201 04 ZP ROAD TO SARVAIPETA 3.200 5.300 L47 2.100 4/1 3.500 RCS 1 2000X900
6203142 P5201 04 ZP ROAD TO SARVAIPETA 3.200 5.300 L47 2.100 6/1 5.300 RCS 2 3400X2000
_______________________________________
Appendix E - Rate Analysis, Engineers Estimate Contract Schedules
Revision 3 - August 2002
_______________________________________ ____________________________________
Page 31

Government of Andhra Pradesh
Panchayati Raj Engineering Department Rural Road Maintenance Management
Contract No. : …………………………………………..
Name of Tenderer : ………………………………………………..
SCHEDULE 6
PERIODIC MAINTENANCE
RNo RLNo
RS
No Road Name ChF ChT
Sub Division of Bheemdeverpalle
CRRI
No. Signs
KM
Posts
5201000 P5601 01 MULKANOOR TO SRIPATHIPALLI 0.00 3.00 M30 3 1 3 0
5201000 P5601 04 MULKANOOR TO SRIPATHIPALLI 8.00 10.61 M30 0 1 3 0
6201001 P5601 01 KATKUR TO ANTHAKPET 0.00 0.52 L429C 0 0 1 0
6201001 P5601 03 KATKUR TO ANTHAKPET 0.57 1.35 L429C 0 0 1 0
6201001 P5601 05 KATKUR TO ANTHAKPET 1.38 2.80 L429C 0 0 1 0
6201005 P5601 01 KOTHAKONDA TO VELAIR 0.00 1.30 L413 0 0 1 0
6201005 P5601 02 KOTHAKONDA TO VELAIR 1.30 2.20 L413 0 0 1 0
6201006 P5601 01 MALLARAM TO VEERLAGADDA THANDA 0.00 2.70 L423 3 3 3 5
6201008 P5601 01 KANNARAM TO ICHULAPALLI 0.00 2.50 L427 2 3 2 10
6201018 P5601 01 ZP ROAD TO CHANTAIAHPALLI 0.00 0.50 L421 0 0 1 0
6201019 P5601 01 MALLARAM TO RASOOLPALLI 0.00 1.20 L422 3 2 2 0
6201022 P5601 01 ZP ROAD TO CHAPATHANDA 0.00 1.00 L426 2 4 2 20
6201029 P5601 01 MUTHARAM TO LAMBADITHANDA 0.00 2.00 L429B 0 1 1 0
6201032 P5601 01 KATKUR TO MANIKYALAPALLI 0.00 2.00 L424 2 3 2 0
6201033 P5601 01 KATKUR TO DASUTHANDA 0.00 2.00 L425 1 2 2 0
6201033 P5601 02 KATKUR TO DASUTHANDA 2.00 4.00 L425 1 2 2 0
6201750 P5601 01 PWD ROAD TO KOTHAPALLI 0.00 0.90 L429A 2 0 1 0
6201750 P5601 02 PWD ROAD TO KOTHAPALLI 0.90 1.50 L429A 0 0 1 0
6203058 P5601 01 ZP ROAD TO RATHNAGIRI 0.00 2.50 L41 0 1 1 0
6203060 P5601 01 MULKANOOR TO NARAHARITHANDA 0.00 2.70 L419 1 2 2 0
6203060 P5601 03 MULKANOOR TO NARAHARITHANDA 2.71 3.20 L419 1 2 3 0
6203072 P5601 01 PWD ROAD TO RAMPOOR 0.00 0.80 L417 0 0 1 0
6201059 P5101 01 INDIRANAGAR TO GOPALPOOR 0.00 0.24 L404 0 1 1 0
6201059 P5101 02 INDIRANAGAR TO GOPALPOOR 0.24 2.20 L404 0 0 1 0
6201059 P5101 03 INDIRANAGAR TO GOPALPOOR 2.20 2.50 L404 0 1 1 0
6201035 P5201 01 SOMARAM JUNCTION TO SAIDAPOOR 0.00 0.95 L404D 1 1 4 0
6201035 P5201 02 SOMARAM JUNCTION TO SAIDAPOOR 0.95 1.70 L404D 0 1 4 0
6201035 P5201 03 SOMARAM JUNCTION TO SAIDAPOOR 1.70 3.00 L404D 0 1 1 0
6201041 P5201 01 AMMANAGURTHI TO NALLARAMAIAHPALLI 0.00 1.20 L379 0 1 1 0
6201044 P5201 01 RAIKAL TO NALLANENITHANDA 0.00 3.00 L380 1 1 1 0
6201045 P5201 01 RAMULAPALLI TO YELLAMPALLI 0.00 2.00 L404A 0 1 1 0
6201047 P5201 01 SOMARAM TO GARREPALLI 0.00 1.60 L381 1 1 1 0
6201049 P5201 01 ZP ROAD TO AREPALLI 0.00 2.80 L382 0 1 1 0
6201052 P5201 01 ZP ROAD TO GUJJALAPALLI 0.00 1.20 L383 0 1 1 10
6201053 P5201 01 ZP ROAD TO RAIKALTHANDA 0.00 1.50 L384 1 1 1 0
6203141 P5201 01 KATRAPALLI TO AMMANAGURTHY 0.00 2.00 L378 0 0 1 0
6203141 P5201 02 KATRAPALLI TO AMMANAGURTHY 2.00 2.40 L378 0 1 1 0
6203142 P5201 01 ZP ROAD TO SARVAIPET 0.00 1.10 L47 0 0 1 0
6203142 P5201 02 ZP ROAD TO SARVAIPET 1.10 2.40 L47 0 1 1 0
6203142 P5201 03 ZP ROAD TO SARVAIPET 2.40 3.20 L47 0 0 1 0
6203142 P5201 04 ZP ROAD TO SARVAIPET 3.20 5.30 L47 0 1 1 0
6203142 P5201 05 ZP ROAD TO SARVAIPET 5.30 7.00 L47 0 1 1 0
Hecto
Posts Guard Comment
_______________________________________ _______________________________________ ____________________________________
Appendix E - Rate Analysis, Engineers Estimate Contract Schedules
Revision 3 - August 2002
Page 32

Government of Andhra Pradesh
Panchayati Raj Engineering Department Rural Road Maintenance Management
SCHEDULE 7
WORKS BY OTHER PROGRAMS
Contract No. : ………………………
Name of Tenderer: …………………………………………..
Road No
Link
No
Sec
No
Road Name From To CRRI
Road Sec
length
Prog Comments
BHEEMDEVERPALLE SUBDIVISION
5201000 P5601 01 MULKANOOR TO SRIPATHIPALLI 0.000 3.000 M30 3.000 AP2 completion date 31/3/02
5201000 P5601 02 MULKANOOR TO SRIPATHIPALLI 3.000 6.000 M30 3.000 AP2 completion date 31/3/02
5201000 P5601 03 MULKANOOR TO SRIPATHIPALLI 6.000 8.000 M30 2.000 AP2 completion date 31/3/02
5201000 P5601 04 MULKANOOR TO SRIPATHIPALLI 8.000 10.610 M30 2.610 AP2 completion date 31/3/02
5201002 P5601 01 BHEEMDEVARAPALLI TO HUZURABAD 0.000 1.390 M31 1.390 AP2 completion date 15/4/02
5201002 P5601 02 BHEEMDEVARAPALLI TO HUZURABAD 1.390 1.421 M31 0.031 AP2 completion date 15/4/02
5201002 P5601 03 BHEEMDEVARAPALLI TO HUZURABAD 1.421 4.400 M31 2.979 AP2 completion date 15/4/02
5201002 P5601 04 BHEEMDEVARAPALLI TO HUZURABAD 4.400 4.431 M31 0.031 AP2 completion date 15/4/02
5201002 P5601 05 BHEEMDEVARAPALLI TO HUZURABAD 4.431 7.000 M31 2.569 AP2 completion date 15/4/02
5201002 P5601 06 BHEEMDEVARAPALLI TO HUZURABAD 7.000 9.000 M31 2.000 AP2 completion date 15/4/02
5201002 P5601 07 BHEEMDEVARAPALLI TO HUZURABAD 9.000 10.945 M31 1.945 AP2 completion date 15/4/02
5201002 P5601 08 BHEEMDEVARAPALLI TO HUZURABAD 10.945 10.975 M31 0.030 AP2 completion date 15/4/02
5201002 P5601 09 BHEEMDEVARAPALLI TO HUZURABAD 10.975 12.400 M31 1.425 AP2 completion date 15/4/02
5203220 P5204 13 SHANIGARAM TO HUZURABAD 23.000 26.000 M49 3.000 AP2 completion date 31/3/02
5203220 P5205 14 SHANIGARAM TO HUZURABAD 26.000 29.000 M49 3.000 AP2 completion date 31/3/02
5203220 P5205 15 SHANIGARAM TO HUZURABAD 29.000 32.000 M49 3.000 AP2 completion date 31/3/02
5203220 P5206 16 SHANIGARAM TO HUZURABAD 32.000 35.000 M49 3.000 AP2 completion date 31/3/02
6201056 P5101 01 PWD ROAD TO DAMERA 0.000 2.000 L412 2.000 AP2 completion date 15/4/02
6201056 P5101 02 PWD ROAD TO DAMERA 2.000 3.800 L412 1.800 AP2 completion date 15/4/02
6203174 P5601 01 HAWALDARPALLI TO ERRABELLI 0.000 2.000 L45 2.000 AP2 completion date 31/3/02
6203174 P5601 02 HAWALDARPALLI TO ERRABELLI 2.000 2.600 L45 0.600 AP2 completion date 31/3/02
6203174 P5601 03 HAWALDARPALLI TO ERRABELLI 2.600 3.300 L45 0.700 AP2 completion date 31/3/02
6203206 P5601 01 BT ROAD TO MUKTHANAYAK THANDA 0.000 0.200 L415 0.200 AP2 completion date 31/3/02
6203206 P5601 02 BT ROAD TO MUKTHANAYAK THANDA 0.200 0.700 L415 0.500 AP2 completion date 31/3/02
6203206 P5601 03 BT ROAD TO MUKTHANAYAK THANDA 0.700 1.200 L415 0.500 AP2 completion date 31/3/02
6203206 P5601 04 BT ROAD TO MUKTHANAYAK THANDA 1.200 2.205 L415 1.005 AP2 completion date 31/3/02
6203206 P5601 05 BT ROAD TO MUKTHANAYAK THANDA 2.205 2.232 L415 0.027 AP2 completion date 31/3/02
6203206 P5601 06 BT ROAD TO MUKTHANAYAK THANDA 2.232 2.276 L415 0.044 AP2 completion date 31/3/02
6203206 P5601 07 BT ROAD TO MUKTHANAYAK THANDA 2.276 2.303 L415 0.027 AP2 completion date 31/3/02
6203206 P5601 08 BT ROAD TO MUKTHANAYAK THANDA 2.303 2.500 L415 0.197 AP2 completion date 31/3/02
6203206 P5601 09 BT ROAD TO MUKTHANAYAK THANDA 2.500 2.900 L415 0.400 AP2 completion date 31/3/02
6203206 P5601 10 BT ROAD TO MUKTHANAYAK THANDA 2.900 4.240 L415 1.340 AP2 completion date 31/3/02
6203212 P5601 01 KOTHAKONDA TO DHARMARAM 0.000 0.450 L416 0.450 AP2 completion date 31/3/02
6203212 P5601 02 KOTHAKONDA TO DHARMARAM 0.450 3.480 L416 3.030 AP2 completion date 31/3/02
_______________________________________ _____________________________________________________________________
Appendix E - Rate Analysis, Engineers Estimate Contract Schedules
Revision 3 - August 2002
Page 33