LABOUR CHARGE RATES
LABOUR CHARGE RATES
LABOUR CHARGE RATES
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Government of Andhra Pradesh<br />
Panchayati Raj Engineering Department Rural Road Maintenance Management<br />
<strong>LABOUR</strong> <strong>CHARGE</strong> <strong>RATES</strong><br />
Labour as per MOST Data Rate( in Rs.) PER<br />
Equivalent data as per State<br />
SSR<br />
Mate / Supervisor or Tarring Mate 120 Each<br />
Work Inspector with ITI<br />
qualification<br />
Work Inspector with LCE, LME<br />
Skilled Mate/Supervisor 133 Each OR LEE qualification<br />
Man Mazdoor 71 Each<br />
Woman Mazdoor 71 Each<br />
Dresser or Surveyor for Alignment 99 Each IInd Class Mason<br />
Skilled Dresser 114 Each Ist Class Mason<br />
Mazdoor with Tanker 99 Each IInd Class Mason<br />
Sprayer 99 Each IInd Class Mason<br />
Skilled Mazdoor for alignment 99 Each IInd Class Mason<br />
Hot Mazdoor /Bucket man for Paver Finisher 99 Each IInd Class Mason<br />
Hot Mazdoor for Power/Vibratory Roller 99 Each IInd Class Mason<br />
Ist Class Mason 114 Each<br />
IInd Class Mason 99 Each<br />
Ist Class Painter 114 Each<br />
IInd Class Painter 99 Each<br />
Bhisti 71 Each Man Mazdoor<br />
Bandhani 99 Each Bar Bender<br />
Skilled Mazdoor for carrying the materials<br />
from Stacks ,hand packing &watering(WBM) 99 Each IInd Class Mason<br />
Bajri Spreader 71 Each Man Mazdoor<br />
Chiseller/Breaker 99 Each IInd Class Mason<br />
_______________________________________ _______________________________________ ____________________________________<br />
Appendix E - Rate Analysis, Engineers Estimate Contract Schedules<br />
Revision 3 - August 2002<br />
Page 1
Government of Andhra Pradesh<br />
Panchayati Raj Engineering Department Rural Road Maintenance Management<br />
MACHINARY AND OTHER <strong>CHARGE</strong>S<br />
Item<br />
(Approved<br />
Rates) Unit<br />
Owners to the work site 125<br />
Power Roller Charges 8 - 10 T 194.63 1 hour<br />
Area Allowance 0<br />
Over Head Charges 0.05<br />
Contractors Profit on labour 0.15<br />
Contractors Profit on machinery 0.1<br />
Bitumen Boiler oil fed(1500 lts. Capacity) fitted with sprayer<br />
set (output 0,25 T/hr) 120 1 hour<br />
Farm Tractor for toeing 223 1 hour<br />
Hot mix Plant 40 T capacity 6062 1 hour<br />
Mini hot mix plant (6-10 T capacity) 1268 1 hour<br />
Paver finisher 75 T (Mechanical) 519 1 hour<br />
Tipper 10 T 204.93 1 hour<br />
Static Roller 194.63 1 hour<br />
F.E.Loader 495 1 hour<br />
Machine Mixing charges 25 1 Cum<br />
Hand Mixing charges 1 Cum<br />
Scaffolding charges 1 Cum<br />
Vibrating Charges 26 1 Cum<br />
Centering charges 1 Cum<br />
Synthetic Enamel Paint 140 1Litre<br />
Road Marking Paint 140 1 Litre<br />
Hire Charges for Concrete Mixer 50.48 Per Hour<br />
Hire Charges for Needle / pin vibrator 12.62 Per Hour<br />
Extra Lead 1.2 1 Cum<br />
Formwork for stone Block Edging 95 1 Cum<br />
Water Tanker 99 1 Hour<br />
_______________________________________ _______________________________________ ____________________________________<br />
Appendix E - Rate Analysis, Engineers Estimate Contract Schedules<br />
Revision 3 - August 2002<br />
Page 2
Government of Andhra Pradesh<br />
Panchayati Raj Engineering Department Rural Road Maintenance Management<br />
MATERIAL <strong>RATES</strong> AND CARTAGE<br />
LEAD STATEMENT<br />
Average Lead Ded Net Cost Initial Ded Final Blasting Machine Seignio- Total<br />
Material Lead Charges Stacking of Lead Rate Stacking IR Charges Crushing rage/Tax Rate<br />
Charges Charges Per Cum<br />
(1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13)<br />
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<br />
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<br />
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<br />
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<br />
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<br />
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<br />
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<br />
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<br />
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<br />
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<br />
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<br />
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<br />
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<br />
14 Gravel 2.00 64.00 3.20 60.80 34.00 3.20 30.80 0.00 0.00 13.00 104.60<br />
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<br />
(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<br />
16 Cement 2350.00 2350.00<br />
17 Steel 15000.00 15000.00<br />
18 Bitumen 932.00<br />
Bulk and Packed Bitumen (80%+20%) 11536.21<br />
19 Earth 0.20 26.00 3.20 22.80 22.80<br />
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<br />
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<br />
.6*.2*.2<br />
0.02 12.00 542.00<br />
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<br />
Cement Mortar (1:3) Cement Mortar (1:5)<br />
(a) Materials<br />
Cement (0.357 Cum) 0.51 2350 1198.5 0.31 728.5<br />
including Carriage of Cement Tonne Tonne<br />
Coarse Sand 1.07 207 221.49 1.07 221.49<br />
including Carriage of Sand Cum Cum<br />
Total 1419.99 949.99<br />
(b) Labour<br />
For measuring ,carrying,depositing and<br />
_______________________________________<br />
Appendix E - Rate Analysis, Engineers Estimate Contract Schedules<br />
Revision 3 - August 2002<br />
_______________________________________ ____________________________________<br />
Page 3
Government of Andhra Pradesh<br />
Panchayati Raj Engineering Department Rural Road Maintenance Management<br />
MATERIAL <strong>RATES</strong> AND CARTAGE<br />
LEAD STATEMENT<br />
mixing by mechanical mixer<br />
Mazdoor 0.60 71.00 42.60 42.60<br />
Bhisti 0.30 71.00 21.30 21.30<br />
Add 15% Contractors profit and Overhead<br />
charges 0.15 63.90 9.59 9.59<br />
Add for AA Allowances 0.00 63.90 0.00 0.00<br />
73.49 73.49<br />
Total Rate of CM(1:3) & CM(1:5) 1493.48 1023.48<br />
_______________________________________<br />
Appendix E - Rate Analysis, Engineers Estimate Contract Schedules<br />
Revision 3 - August 2002<br />
_______________________________________ ____________________________________<br />
Page 4
Government of Andhra Pradesh<br />
Panchayati Raj Engineering Department Rural Road Maintenance Management<br />
Description Quantity Unit Rate Amount<br />
(1) (2) (3) (4) (5) (6)<br />
A ROUTINE MAINTENANCE<br />
2 REPAIR OF BITUMINOUS SURFACES<br />
Rate Anylsis for Road Maintenance<br />
District of Karimnargar<br />
2.1 RM111 - POTHOLE AND EDGE BREAK REPAIR bituminous surface<br />
complete (up to 50 mm depth) including excavation and squaring of hole<br />
or edge break parallel to road centre line, leveling and recompacting<br />
base, apply prime or tack to bottom and sides of hole at the rate of 7.50<br />
kg of cut back bitumen per 10 sqm, fill hole with bituminous premix or<br />
mixed seal surfacing Type B and compact leaving patch 5 mm above<br />
surrounding surface. If considered necessary to prevent pickup, cover<br />
with sand. Where pothole depth > 50 mm treat as per IS 2.7 below.<br />
Unit - 1 Sqm<br />
a) Squaring of pothole (10 sqm)<br />
Labour<br />
Mate/Supervisor 0.04 No 120 4.80<br />
Mazdoor 0.8 No 71 56.80<br />
Sundries 2.00<br />
63.60<br />
Add contractor Profit and overheads @ 15% 0.15 9.54<br />
75.14<br />
Rate of scarifying per 1 sqm 7.51<br />
b) Cleaning of the existing WBM Surfaces<br />
(Rate for 500 Sqm)<br />
Labour<br />
Mate/Supervisor 1 No 120 120.00<br />
Mazdoor 20 No 71 1420.00<br />
Sundries such as small pickaxes, wire brushes, old gunny bags, brooms<br />
etc.<br />
L.S 50.00<br />
1590.00<br />
Add Contractors profit and overheads @ 15% 0.15 238.50<br />
Rate for 500 Sqm 3418.50<br />
Rate for 1 Sqm 6.84<br />
c) Prime coat<br />
Providing and applying primer coat over prepared surface of WBM with<br />
Bitumen boiler fitted with spray set using 7.50 Kgs of Bitumen per 10<br />
Sqm including all leads for Bitumen, including cleaning charges of WBM<br />
surface etc., complete for finished item of work as per MOST Technical<br />
Specification Nos.502,502.4.2 and 503.3<br />
Unit Sqm<br />
(Taking unit 3200 Sqm)<br />
Labour<br />
Mate / Supervisor 0.4 No 120 48.00<br />
Sprayer 1 No 99 99.00<br />
Hot Mazdoor/ Mazdoor 7 No 99 693.00<br />
840.00<br />
Add contractors profit and overheads @ 15 %<br />
Machinery<br />
0.15 126.00<br />
966.00<br />
Ownership, Operational and running charges of Bitumen boiler oil feed ,<br />
capacity 1500 litres fitted with spray set output 0.25 T/ Hour<br />
6 Hour 120 720.00<br />
Farm Tractor 6 Hour 223 1338.00<br />
Sundries such as maintenance of diversion traffic control sign boards<br />
and for quality control at 0.50% on labour & machinery<br />
0.005 2898 14.49<br />
Miscellaneous items such as soap, Joint paper , coconut oil , Burnool<br />
etc.,<br />
L.S 100.00<br />
2172.49<br />
Add contractors profit @ 10 % 0.1 217.25<br />
2389.74<br />
_______________________________________ _______________________________________ ____________________________________<br />
Appendix E - Rate Analysis, Engineers Estimate Contract Schedules<br />
Revision 3 - August 2002<br />
Page 5
Government of Andhra Pradesh<br />
Panchayati Raj Engineering Department Rural Road Maintenance Management<br />
Rate Anylsis for Road Maintenance<br />
District of Karimnargar<br />
Description Quantity Unit Rate Amount<br />
(1) (2) (3) (4) (5) (6)<br />
Material<br />
Supply of cutback MC -70 at site or any other Bitumen mixed with Diesel<br />
@ 7.5 Kg/ 10 Sqm<br />
2.4 MT 11536.21 27686.90<br />
31042.64<br />
Total Rate per 1 Sqm 9.70<br />
Pre mix Carpet 50 mm 1 sqm 106.60<br />
(as worked below for Black topped treatment S .No. 8)<br />
Total Rate 116.30<br />
Add for Turnover Tax @ 2% 0.02 2.33<br />
Total Rate of Pothole and Edge Repairs 1 sqm 119.00<br />
2.2 RM112 - SURFACE DEPRESSION AND RUT REPAIR (>25 mm from<br />
1.2 m straight edge for rutting or > 50 mm under 3 m straight edge for<br />
depressions) including the provision of tack coat at 3 kg per 10 sqm,<br />
placing and compacting bituminous premix in level layers not greater than<br />
50 mm thickness until depression is filled to 5 mm above surrounding<br />
surface.<br />
Unit -1 sqm<br />
Cleaning of Road surface 100 sqm<br />
Labour<br />
Mate/Supervisor 0.05 no 120 6.00<br />
Mazdoor 1 no 71 71.00<br />
77.00<br />
Add contractors profit and overheads @ 15 % 0.15 77 11.55<br />
Rate for 1 sqm 1.66<br />
Add Premix carpet with tack coat 1 58 58.00<br />
Unit 1 sqm<br />
Rate for Surface depression and Rut Repair 1 sqm 60.00<br />
2.3 RM113 - SURFACE DEFECT AND CRACK REPAIR - covering<br />
crocodile cracking, single cracking > 5 mm wide,stripping, ravelling and<br />
delamination, complete including cleaning of surface, removal of all loose<br />
or broken material from cracks using a broom, air compressor or<br />
grooving tool, applying emulsified bitumen at the rate of 7.5 kg / 10 sqm,<br />
speading and squeegee into cracks, smooth surface to unifirm thickness<br />
over the marked areas,cover with 5mm thick coarse sand and roll<br />
surface until bitumen is set. Where single crackes exist seal to uniform<br />
width of 200 mm or to a width that covers the extent of the crack width.<br />
Unit - 1 sqm<br />
Cleaning of Road surface 502.4.2 unit 100 sqm<br />
Labour<br />
Mate/Supervisor 0.05 no 120 6.00<br />
Mazdoor 1 no 71 71.00<br />
77.00<br />
Add contractors profit and overheads @ 15 % 0.15 77 11.55<br />
165.55<br />
Rate for cleaning 10 sqm 16.56<br />
Sealing road surface, Unit = 1 sqm<br />
(Taking rate = 10 sqm)<br />
Screening,Spreading,Mixing,rolling sand<br />
Mazdoor 0.08 no 71 5.68<br />
Add conctractors profit and overheads @ 15% 0.15 5.68 0.85<br />
Materials<br />
sand unit 10 sqm 0.05 207 10.35<br />
Tack coat with 7.5kg / 10 sqm 10 sqm 12 120.00<br />
130.35<br />
Add conctractors profit @ 10% 0.1 130.35 13.04<br />
Rate for 10 sqm 143.39<br />
Rate for surface defect and crack repair 1 sqm 16.00<br />
_______________________________________ _______________________________________ ____________________________________<br />
Appendix E - Rate Analysis, Engineers Estimate Contract Schedules<br />
Revision 3 - August 2002<br />
Page 6
Government of Andhra Pradesh<br />
Panchayati Raj Engineering Department Rural Road Maintenance Management<br />
Rate Anylsis for Road Maintenance<br />
District of Karimnargar<br />
Description Quantity Unit Rate Amount<br />
(1) (2) (3) (4) (5) (6)<br />
2.4 RM114 - REPAIR OF ISOLATED FAILED SECTIONS including the<br />
removal of all material to solid ground or treatment of subgrade as<br />
directed by the Engineer, replacement with selected subgrade, provision<br />
of subsurface drains (as required), granular subbase, WBM III as<br />
required, and bituminous premix or mix seal surfacing Type B to provide<br />
texture similar to existing. Replacement and backfilling of unsuitable<br />
material to be paid under c)<br />
(a) 20mm Premix carpet including tack coat & Primer coat<br />
Unit-1 sqm<br />
Premix (as for SI. 8) 1 sqm 58 58.00<br />
Prime Coat 1 sqm 9.7 9.70<br />
68.00<br />
(b) Grade III (75 mm compacted layer)-<br />
Unit-1 Cum<br />
Excavation of unsound material -1 cum<br />
Mate/Supervisor 0.03 Nos 120 3.60<br />
Skilled Mazdoor for carrying the materials 0.5 Nos 71 35.50<br />
Add contractors profit and overheads @ 15 % 0.15 39.1 5.87<br />
44.97<br />
Sundries 0.005 L.S 0.22<br />
Rate for 1 cum<br />
Placing and compacting Grade III WBM<br />
Labour<br />
45.19<br />
Mate/Supervisor 1.7 Nos 120 204.00<br />
Skilled Mazdoor for carrying the materials<br />
from stacks/stockpile ,hand packing ,for<br />
watering and with tanker<br />
34 Nos 99 3366.00<br />
Add contractors profit and overheads @ 15%<br />
Machinery<br />
0.15 3570 535.50<br />
4105.50<br />
Static Roller 6 Hour 194.63 1167.78<br />
Water Browzer(tanker mounted) 2 Hour 99 198.00<br />
1365.78<br />
Add contractors profit @ 10%<br />
Miscellaneous<br />
0.1 1365.78 136.58<br />
1502.36<br />
Cost of water at source LS 30.00<br />
Sundries such as maintenance of diversion, sign boards, traffic<br />
controland two quality control at 0.5%<br />
0.005 24.68<br />
Miscellaneous items such as wooden peg thread etc.,<br />
Materials<br />
Coarse Aggregate<br />
L.S 50.00<br />
104.68<br />
(i) 45mm size metal 36.8 Cum 457.6 16839.68<br />
(ii) 22.40 mm size HBG metal 8.08 Cum 749.78 6058.19<br />
(iii) Gravel 9.9 Cum 104.6 1035.54<br />
23933.41<br />
Total rate per 33.75 Cum 29645.95<br />
Total rate per 1 Cum 878.40<br />
Excavation of unsound material -1-cum 45.19<br />
Add for Turnover Tax @ 2% 0.02 923.59 18.47<br />
Total rate per 1 Cum 942.00<br />
(c) Gravel Sub Base 200 mm loose compacted to 150 mm including<br />
excavation of unsound material<br />
Unit -1 cum<br />
Excavation of unsound material -1cum<br />
Mate/Supervisor 0.01 Nos 120 1.20<br />
Mazdoor 0.26 Nos 71 18.46<br />
Add contractors profit and overheads @ 15 % 0.15 19.66 2.95<br />
Rate for 1 cum 22.61<br />
Sundries 0.005 L.S 0.11<br />
22.72<br />
_______________________________________ _______________________________________ ____________________________________<br />
Appendix E - Rate Analysis, Engineers Estimate Contract Schedules<br />
Revision 3 - August 2002<br />
Page 7
Government of Andhra Pradesh<br />
Panchayati Raj Engineering Department Rural Road Maintenance Management<br />
Rate Anylsis for Road Maintenance<br />
District of Karimnargar<br />
Description Quantity Unit Rate Amount<br />
(1) (2) (3) (4) (5) (6)<br />
Material<br />
Unit -1 cum 1 cum 202 202.00<br />
Rate for 1 cum of Gravel Sub base 225.00<br />
3 CONCRETE PAVEMENT<br />
3.2 RM121 - SPALLING AND BROKEN CONCRETE REPAIR including the<br />
widening of joint to remove all unsound material, remove loose material<br />
and thoroughly clean joint or surface, pour joint sealant into widened joint<br />
or alternatively, if the spalling is extensive and for broken concrete<br />
remove the broken material to the solid, clean reinforcement and build up<br />
the concrete, preferably early rapid strength concrete. Make sure that all<br />
joints are prepared for the placing of joint sealant as per SI. No. 3.1<br />
Unit = cum<br />
Dismantling and breaking out broken reinforceed concrete MOST 202<br />
Labour<br />
Mate/Supervisor 0.5 Nos 120 60.00<br />
Mazdoor 10 Nos 71 710.00<br />
Blacksmith 1 Nos 99 99.00<br />
869.00<br />
Replacing M20 concrete<br />
Labour<br />
Mason 1st Class 0.09 Nos 104 9.36<br />
Mason 2nd Class 0.09 Nos 90 8.10<br />
Mazdoor 1.73 Nos 71 122.83<br />
Bhisti 0.47 Nos 71 33.37<br />
Mate 0.08 Nos 120 9.60<br />
183.26<br />
Materials<br />
Cement 0.4 tonne 2350 940.00<br />
Coarse sand 0.43 cum 207 87.98<br />
20 mm aggregate 0.57 cum 783.53 446.61<br />
10 aggregate 0.28 cum 568.53 159.19<br />
1633.77<br />
Machinary<br />
Hire & running charges of concrtet mixer 2 hour 50.48 100.96<br />
2786.99<br />
Sundaries for formwork 4% LS 111.48<br />
Add contrtactors profit and overheads @ 10% 289.85<br />
Rate for repairing broken concrete 3188.32<br />
Add turnover tax 2% 63.77<br />
Total rate for repairing brokem concrete 3252.00<br />
3.2 RM122 - CONCRETE CRACKING REPAIR including cutting or chiseling<br />
the crack to a width to totally cover the crack and to a depth of 20 mm,<br />
thoroughly clean crack by brooming or using compressed air, fill the<br />
crack with rubberised bitumen or approved sealing compound to finish<br />
level with surrounding surface<br />
Unit 1 m<br />
Labour<br />
Mate/Supervisor 0.01 Nos 120 1.20<br />
Mazdoor 2 Nos 71 142.00<br />
Add for concractors profit and overheads @ 15% 0.15 21.48<br />
164.68<br />
Emulsion bitumen<br />
As below but half the application 4.50<br />
Total Concrete repair 169.00<br />
_______________________________________ _______________________________________ ____________________________________<br />
Appendix E - Rate Analysis, Engineers Estimate Contract Schedules<br />
Revision 3 - August 2002<br />
Page 8
Government of Andhra Pradesh<br />
Panchayati Raj Engineering Department Rural Road Maintenance Management<br />
Rate Anylsis for Road Maintenance<br />
District of Karimnargar<br />
Description Quantity Unit Rate Amount<br />
(1) (2) (3) (4) (5) (6)<br />
3.3 RM123 - JOINT SEALANT REPAIR including removal of damaged<br />
jointing, cleaning face by brooming, blowing or high pressure water, fill<br />
joint with hot melted proprietary compound or prime joint and place<br />
bitumen impregnated material into the joint to finish level with<br />
surrounding surface.<br />
Replacing joint sealant<br />
Unit - 1m<br />
Using Molten Bitumenous filler<br />
Details of cost for 65 mm deep , 10 mm wide 10 m length<br />
Labour<br />
Mazdoor 0.25 71 17.75<br />
Pavior Class ’A’ Grade 0.25 99 24.75<br />
Add Contracors profit and overheads @ 15% 0.15 6.38<br />
Material<br />
Bitumen 0.0064 tonne 11536.21 73.83<br />
Primer coat 0.33 Litre 17.3 5.71<br />
Add Contracors profit and overheads @ 10% 0.1 7.95<br />
Water Charges 0.01 L.S. 0.87<br />
Rate for Repair Deck Joint 1m 8.84<br />
Add Turnover tax 2% 0.02 0.18<br />
Total rate for replacing deck joints 9.00<br />
4 UNPAVED SHOULDERS<br />
4.1 RM211 - RESHAPING OF SHOULDER including the removal of high<br />
shoulder and trimming to the required camber over the full width of the<br />
unsurfaced formation<br />
unit - 1sqm<br />
(Taking rate = 10 sqm)<br />
Excavation of high shoulders material -10sqm<br />
Mate/Supervisor 0.005 Nos 120 0.60<br />
Mazdoor 0.13 Nos 71 9.23<br />
Add contractors profit and overheads @ 15 % 0.15 9.83 1.47<br />
Rate for 10sqm 11.30<br />
Sundries 0.005 L.S 0.06<br />
11.36<br />
Rate for 1 sqm 0.1 1.14<br />
Cartage of surplus material 1sqm<br />
hire charges for farm tractor and trailer for toeing 4-cum 0.75 hr 223 167.25<br />
contractors profit @ 10% 0.1 16.73<br />
183.98<br />
Sundries @ 0.5% 0.005 0.92<br />
184.89<br />
rate for 1 cum 46.22<br />
rate for cartage 1 sqm avg depth 50 mm 2.31<br />
Total rate for 1 sqm 3.00<br />
4.2 RM212 - REPAIR LOW AND SCOURED SHOULDER (>50 mm below<br />
paved surface or adjacent to WBM surface with areas of less that 100<br />
sqm) including the leveling,compaction and refilling of deformations,<br />
potholes, rain cuts and restoration of embankment to provide minimum<br />
shoulder width 1 m prior to the placing of selected shoulder material.<br />
Unit 1 Sqm<br />
Triming, Scarifying and reshaping shoulders material -10sqm<br />
Labour<br />
Mate/Supervisor 0.005 Nos 120 0.60<br />
Mazdoor 0.13 Nos 71 9.23<br />
Add contractors profit and overhead 15 % 0.15 9.83 1.47<br />
Rate for 10sqm 11.30<br />
Sundries 0.005 L.S 0.06<br />
11.36<br />
Rate for 1 sqm 1.14<br />
_______________________________________ _______________________________________ ____________________________________<br />
Appendix E - Rate Analysis, Engineers Estimate Contract Schedules<br />
Revision 3 - August 2002<br />
Page 9
Government of Andhra Pradesh<br />
Panchayati Raj Engineering Department Rural Road Maintenance Management<br />
Rate Anylsis for Road Maintenance<br />
District of Karimnargar<br />
Description Quantity Unit Rate Amount<br />
(1) (2) (3) (4) (5) (6)<br />
Machinery cost 100 sqm<br />
Power Roller 2 Hr 194.63 389.26<br />
Wheel Barrow L.S 5.00<br />
394.26<br />
Add Contractors profit and overheads @ 10% 0.1 39.43<br />
Rate for 100 sqm of Machinery charges 433.69<br />
Rate for 1 sqm of Machinery Charges 4.34<br />
Rate for 1sqm of Repair of Low shoulder 5.00<br />
5 DRAINAGE<br />
5.1 RM311 - CLEARING OF SIDE DRAINS including the removal of all<br />
debris, vegetation and silt, reshaping and regrading of shoulder and drain<br />
to ensure the free flow of surface water from pavement and away from<br />
road.<br />
Unit -1 cum<br />
Ordinary soil 9 cum<br />
Labour<br />
Mate/Supervisor 0.24 Nos 120 28.80<br />
Mazdoor 4.8 Nos 71 340.80<br />
Add contractors profit and overheads @ 15 % 0.15 369.6 55.44<br />
Rate for 9 cum 425.04<br />
Sundries 0.5 % 0.005 L.S 2.13<br />
427.17<br />
Rate for 1 cum 38.00<br />
5.2 RM312 - CLEARING OF BLOCKED CULVERTS, LINED DRAINS AND<br />
PITS including the removal of debris, vegetation and silt from the culvert<br />
vent or pit and removal of material from site. Includes for clearing and<br />
reshaping of inlet and outlet drain to a distance of 10 metre both<br />
upstream and downstream from the structure.<br />
Unit 1 cum<br />
Ordinary soil 9 cum<br />
Labour<br />
Mate/Supervisor 0.21 Nos 120 25.20<br />
Mazdoor 4.2 Nos 71 298.20<br />
Add contractors profit and overheads @ 15 % 0.15 323.4 48.51<br />
Rate for 9 cum 371.91<br />
Sundries 0.5 % 0.005 L.S 1.86<br />
373.77<br />
Rate for 1 cum 34.00<br />
5.3 RM313 -REPAIR TO CULVERT, PIT OR HEADWALL, including the<br />
breaking out and repair of damaged sections of culverts or stone<br />
beaching to suit existing structure and material. Major damage requiring<br />
removal and replacement of culvert, entire headwalls or pits is covered<br />
under Periodic Maintenance S.I. 10(d).<br />
1 cum<br />
Unit 1 Cum<br />
a) Dismantling of Rubble stone in Cement mortor 1 cum<br />
Labour<br />
Mate/Supervisor 0.17 Nos 120 20.40<br />
Mazdoor 3.5 Nos 71 248.50<br />
Add contractors profit and overhead @ 15 % 0.15 268.9 40.34<br />
Rate for1cum 309.24<br />
b) Coursed Rouble stone masonry in CM (1:3) including cost and<br />
conveyance of all materials to site, all labour charges for mixing the<br />
cement mortar and placing in position etc., complete for finished item of<br />
work as per MOST specification No.1000 / 1400.<br />
_______________________________________ _______________________________________ ____________________________________<br />
Appendix E - Rate Analysis, Engineers Estimate Contract Schedules<br />
Revision 3 - August 2002<br />
Page 10
Government of Andhra Pradesh<br />
Panchayati Raj Engineering Department Rural Road Maintenance Management<br />
Rate Anylsis for Road Maintenance<br />
District of Karimnargar<br />
Description Quantity Unit Rate Amount<br />
(1) (2) (3) (4) (5) (6)<br />
Labour<br />
Mate /Supervisor 0.26 NOS 120 31.20<br />
Mason 2.5 NOS 114 285.00<br />
Mazdoor 2.5 NOS 71 177.50<br />
Bhisti 0.15 NOS 71 10.65<br />
L.S 30.00<br />
Add Contractors profit and overheads @ 15% 0.15 504.35 75.66<br />
610.01<br />
Materials<br />
CR Stone 0.73 CUM 292.6 212.43<br />
Bond Stone 0.08 CUM 702.6 56.21<br />
(Through and Bond Stone 7 Nox0.24mx0.24x0.39m=0.16 Cum)<br />
Cement 0.15 M.T 2350 359.55<br />
Sand 0.32 CUM 207 66.24<br />
694.43<br />
1613.68<br />
Add turnover tax 2% 0.02 32.27<br />
Total Rate for repair to Culvert headwall 1646.00<br />
6 UNPAVED ROAD SURFACE<br />
6.1 RM513 - REPAIR OF WBM POTHOLES AND EDGES includes the<br />
picking of WBM surface to a depth of 50 to 100 mm, replacing of WBM<br />
Grade III, bindage, watering compacting surface, and providing adjacent<br />
shoulder material to a width of 300 mm to support WBM where edges<br />
have been restored. Work is to restore shape and surface integrity.<br />
Most 404.<br />
Unit -10Sqm<br />
Labour<br />
Mate/Supervisor 0.04 No 120 4.53<br />
Mazdoor for cutting , screening and stacking 0.76 No 71 53.64<br />
Sundries L.S 7.00<br />
Add contractor’s profit and overheads @ 15 % 0.15 58.18 8.73<br />
Machinery<br />
Static roller charges 0.13 194.63 25.95<br />
Add contractor’s profit and overheadss @ 10 % 0.1 25.95 2.60<br />
Miscellaneous<br />
Watering Charges L.S 30.00<br />
Materials<br />
Supply of materials 0.997 942 939.49<br />
Add contractor’s profit and overheads @ 10 % 0.1 939.49 93.95<br />
Rate for 10 Sqm 1165.89<br />
Add for Turnover Tax @ 2% 0.02 1165.89 23.32<br />
Total 1189.20<br />
Increase 10% for small areas 0.1 118.92<br />
Rate per 1 Sqm 131.00<br />
6.2 RM511 - REPAIR OF GRAVEL ROAD CAMBER AND SHAPE<br />
CORRECTION includes the removing of corrugations, rutting and<br />
correction of road camber by loosening the pavement material,<br />
respreading and compacting to correct camber and grade. Shoulder is<br />
assumed to be part of gravel pavement in this instance. No Extra<br />
material to be added<br />
Unit -1 -sqm<br />
Loosening the existing Surface area<br />
Labour -500 sqm<br />
Mate/Supervisor 1 120 120.00<br />
Mazdoor 20 71 1420.00<br />
Sundries such as picks , Crowbars, axes .etc., L.S. 50.00<br />
Add contractors profit and overheads @ 15% 0.15 238.50<br />
Rate for 500 sqm 1828.50<br />
_______________________________________ _______________________________________ ____________________________________<br />
Appendix E - Rate Analysis, Engineers Estimate Contract Schedules<br />
Revision 3 - August 2002<br />
Page 11
Government of Andhra Pradesh<br />
Panchayati Raj Engineering Department Rural Road Maintenance Management<br />
Rate Anylsis for Road Maintenance<br />
District of Karimnargar<br />
Description Quantity Unit Rate Amount<br />
(1) (2) (3) (4) (5) (6)<br />
Machinery<br />
Ownership, Operational,running charges for Roller 6 Hr 194.63 1167.78<br />
Water tanker 2 Hr 99 198.00<br />
Add Contractors profit and overheads 10% 0.1 1365.78 136.58<br />
Cost of watering charges L.S. 30.00<br />
Rate for 500 sqm 1532.36<br />
Total Rate for 500 sqm 3360.86<br />
Rate for 1 sqm 7.00<br />
6.3 RM512 - REPAIR OF POTHOLES, GULLIES & CHANNELS in gravel<br />
pavement includes the loosening of potholes, refilling with gravel and<br />
compacting<br />
Unit -1 -sqm<br />
Loosening & Compacting the existing Surface area Including additional<br />
material as necessary<br />
Labour -500 sqm<br />
Mate/Supervisor 1 nos 99 99.00<br />
Mazdoor 22 nos 71 1562.00<br />
Sundries such as picks , Crowbars, axes .etc., L.S. 50.00<br />
Add contractors profit and overheads @ 15% 0.15 1711 256.65<br />
Rate for 500 sqm 1967.65<br />
Rate for 1 sqm<br />
Materials<br />
assume additional material to cover 50% of area<br />
3.94<br />
Gravel material -500 sqm 12.5 cum 104.6 1307.50<br />
Rate for 1sqm 0.13<br />
Repair of Gravel Pothole 4.07<br />
Add turnover tax 2% 0.02 0.08<br />
Tota rate for repair gravel potholes 4.00<br />
7 ROADSIDE MAINTENANCE<br />
7.1 CLEARING AND GRUBBING of road land including uprooting rank<br />
vegitation,Grass, Brush Shrubs, Saplings and trees of girth upto 300mm<br />
disposal of unserviceable and stacking of serviceable material upto 100m<br />
from road boundary finished item of work as per MOST specification<br />
No.201<br />
Unit - 1sqm<br />
By Manual means (Unit Hectare)<br />
Labour<br />
Mate/Supervisor 10 NOS 120 1200.00<br />
Man Mazdoor 200 NOS 71 14200.00<br />
Add for Contractors profit and overheads @ 15% 0.15 15400 2310.00<br />
Add for AA Allowances 0 0 0.00<br />
Rate per Hectare 17710.00<br />
Rate per Sqm 1.77<br />
Add for Turnover Tax @ 2% 0.02 1.77 0.04<br />
Total rate per Sqm 2.00<br />
7.2 RM412 - ROAD SIGN BOARDS REPAIR includes the straightening<br />
and/or repainting board and writting letters or signs of all damaged or<br />
unreadable signs.<br />
Unit - Nos<br />
Painting and writing letters<br />
Labour<br />
Painting post<br />
Painter 1 class 2 NOS 114 228.00<br />
Skilled Majdoor 2 NOS 99 198.00<br />
Add Contracors profit and overhead charges at 15% 0.15 426 63.90<br />
Sundries L.S 12.00<br />
Cost for 40 sqm 501.90<br />
Cost for 1 sqm 12.55<br />
Cost for 450 x 600 mm sign 0.54 sqm 6.78<br />
_______________________________________ _______________________________________ ____________________________________<br />
Appendix E - Rate Analysis, Engineers Estimate Contract Schedules<br />
Revision 3 - August 2002<br />
Page 12
Government of Andhra Pradesh<br />
Panchayati Raj Engineering Department Rural Road Maintenance Management<br />
Rate Anylsis for Road Maintenance<br />
District of Karimnargar<br />
Description Quantity Unit Rate Amount<br />
(1) (2) (3) (4) (5) (6)<br />
Printing letters for 1600 cms<br />
Mate/Supervisor 0.25 NOS 120 30.00<br />
Painter 1 class 3.5 NOS 114 399.00<br />
Majdoor 1.5 NOS 71 106.50<br />
Sundries L.S 7.00<br />
Add Contracors profit and overhead charges at 15% 0.15 535.5 80.33<br />
Cost for 1600 Cms 622.83<br />
Cost for 248 Cms 96.54<br />
Straightening L.S. 30.00<br />
Total labour<br />
Material<br />
Painting two coats<br />
133.31<br />
Paint of Ist quality from firms such as Goodlass- Nerolac,<br />
Berger,Garware, Jenson Nicholson, Etc<br />
4 Litre 140 560.00<br />
Cost for 40 Sqm 560.00<br />
Cost per sign (450 X 600 mm)<br />
English Letters - 100 letters of 16 cm height = 1600 cm<br />
7.56<br />
Paint 0.5 Litre 140 70.00<br />
Rate for 1600 cms 70.00<br />
Rate for 248 cms 10.85<br />
Total Rate for straightening and Painting sign boards 1 No 151.72 152.00<br />
7.3 RM413 - REPAIR OF DISTANCE MARKERS includes the repair and/or<br />
Straightening of damaged markers and repainting of all marker posts<br />
once per year<br />
a) Kilometre posts<br />
Unit - Nos<br />
Painting and writing letters<br />
Labour<br />
Painting post<br />
Painter 1 class 2 NOS 114 228.00<br />
Skilled Majdoor 2 NOS 99 198.00<br />
Add Contracors profit and overheads @ 15% 0.15 426 63.90<br />
Sundries L.S 12.00<br />
Cost for 40 sqm 501.90<br />
Cost for 1 sqm 12.55<br />
Cost for 0.604 sqm<br />
Printing letters for 1600 cms<br />
0.604 sqm 7.58<br />
Mate/Supervisor 0.25 NOS 140 35.00<br />
Painter 1 class 3.5 NOS 114 399.00<br />
Majdoor 1.5 NOS 50.48 75.72<br />
Sundries L.S 7.00<br />
Add Contracors profit and overheads @ 15% 0.15 509.72 76.46<br />
Cost for 1600 Cms 593.18<br />
Cost for 248 Cms 91.94<br />
Straightening L.S. 30.00<br />
Rate for Painting and Writing Letters one board<br />
Material<br />
Painting two coats<br />
129.52<br />
Paint of Ist quality from firms such as Goodlass- Nerolac,<br />
Berger,Garware, Jenson Nicholson, Etc<br />
4 Litre 140 560.00<br />
Cost for 40 Sqm 560.00<br />
Cost per sign 0.604 sqm<br />
English Letters<br />
Detail for 100 letters of 16 cm height I.e. 1600 cm<br />
Painting letters<br />
8.46<br />
Paint 0.5 Litre 140 70.00<br />
Rate for 1600 cms 70.00<br />
Rate for 248 cms 10.85<br />
Total Rate for painting 1 Kilometre post 1 No 148.83 149.00<br />
_______________________________________ _______________________________________ ____________________________________<br />
Appendix E - Rate Analysis, Engineers Estimate Contract Schedules<br />
Revision 3 - August 2002<br />
Page 13
Government of Andhra Pradesh<br />
Panchayati Raj Engineering Department Rural Road Maintenance Management<br />
Rate Anylsis for Road Maintenance<br />
District of Karimnargar<br />
Description Quantity Unit Rate Amount<br />
(1) (2) (3) (4) (5) (6)<br />
b) Hectometre posts<br />
Unit - Nos<br />
Painting and writing letters<br />
Labour<br />
Painting post<br />
Painter 1 class 2 NOS 114 228.00<br />
Skilled Majdoor 2 NOS 99 198.00<br />
Add Contracors profit and overheads @ 15% 0.15 426 63.90<br />
Sundries L.S 12.00<br />
Cost for 40 sqm 501.90<br />
Cost for 1 sqm 12.55<br />
Cost for 0.190 sqm<br />
Printing letters for 1600 cms<br />
0.19 sqm 2.38<br />
Mate/Supervisor 0.25 NOS 120 30.00<br />
Painter 1 class 3.5 NOS 114 399.00<br />
Majdoor 1.5 NOS 71 106.50<br />
Sundries L.S 7.00<br />
Add Contracors profit and overheads @ 15% 0.15 535.5 80.33<br />
Cost for 1600 Cms 622.83<br />
Cost for 12 cm<br />
Material<br />
Painting two coats<br />
12 cm 4.67<br />
Paint of Ist quality from firms such as Goodlass- Nerolac,<br />
Berger,Garware, Jenson Nicholson, Etc<br />
4 Litre 140 560.00<br />
Cost for 40 Sqm 560.00<br />
Cost per sign 0.190 sqm<br />
Painting letters<br />
English Letters - 100 letters of 16 cm = 1600 cm<br />
2.66<br />
Paint 0.5 Litre 140 70.00<br />
Rate for 1600 cms 70.00<br />
Rate for 12 cms 0.53<br />
Straightening L.S. 30.00<br />
Total 1 No 37.58<br />
Add turnover tax 2% 0.02 0.75<br />
Total Rate for 1 no Hectometre post 38.00<br />
8 BRIDGE MAINTENANCE<br />
8.1 RM611 - REPAIR OF DECK JOINTS includes the cleaning of all joints<br />
and replacement of damaged or missing joint sealant using Molten<br />
Bitumenous Filler<br />
Unit - 1m<br />
Using Molten Bitumenous filler<br />
Details of cost for 65 mm deep , 10 mm wide 10 m length<br />
Labour<br />
Mazdoor 0.25 71 17.75<br />
Pavior Class ’A’ Grade 0.25 99 24.75<br />
Add Contracors profit and overheads @ 15%<br />
Material<br />
0.15 6.38<br />
Bitumen 0.0064 tonne 11536.21 73.83<br />
Primer coat 0.33 Litre 17.3 5.71<br />
Add Contracors profit and overheads @ 10% 0.1 7.95<br />
Water Charges 0.01 L.S. 0.87<br />
Rate for Repair Deck Joint 1m 8.84<br />
Add Turnover tax 2% 0.02 0.18<br />
Total rate for replacing deck joints 9.00<br />
_______________________________________ _______________________________________ ____________________________________<br />
Appendix E - Rate Analysis, Engineers Estimate Contract Schedules<br />
Revision 3 - August 2002<br />
Page 14
Government of Andhra Pradesh<br />
Panchayati Raj Engineering Department Rural Road Maintenance Management<br />
Rate Anylsis for Road Maintenance<br />
District of Karimnargar<br />
Description Quantity Unit Rate Amount<br />
(1) (2) (3) (4) (5) (6)<br />
8.2 RM611 - REMOVAL OF DEBRIS from deck and bridge surround<br />
includes the cleaning and removal of debris and silt from deck, footways,<br />
expansion joints, scuppers and downpipes and cleaning of vegetation<br />
and debris from, in and around the bridge site.<br />
Unit -1sqm<br />
Cleaning of Road surface 100 sqm<br />
Labour<br />
Mate/Supervisor 0.05 no 120 6.00<br />
Mazdoor 2 no 71 142.00<br />
Add Sundries (pick, Showels, Brooms axes etc.,) 50.00<br />
Add contractors profit and overheads @ 15 % 0.15 198 29.70<br />
Rate for 1 sqm 2.00<br />
8.3 RM611 - REPAIR OF NON-STRUCTURAL COMPONENTS includes<br />
the repair to all minor damage to deck, kerbs, parapets, expansion joints<br />
by scabbling or cutting back to sound concrete M20 grade.<br />
Unit 1 cum<br />
Breaking of loose damaged concrete works<br />
Labour<br />
Mate/Supervisor 0.5 NOS 120 60.00<br />
Mazdoor 10 NOS 71 710.00<br />
Chesiler/Breaker 1 NOS 99 99.00<br />
Add Contractors profit and overhead @ 15 % 0.15 130.35<br />
Cost of break out 1 cum 999.35<br />
M20 Concrete with Centering and accessories<br />
Material<br />
Stone Aggregate 20mm HBG 9.5 CUM 783.53 7443.49<br />
Coarse Sand 4.25 CUM 207 879.75<br />
Cement 4 M.T 2350 9400.00<br />
Rate for Material 17723.24<br />
Labour<br />
Ist Class Mason 0.5 NOS 114 57.00<br />
IInd Class Mason 0.5 NOS 99 49.50<br />
Mazdoor 17 NOS 71 1207.00<br />
Bisti 2.7 NOS 71 191.70<br />
Mate /Supervisor 1 NOS 120 120.00<br />
Labour for cutting bending 0.0055 1625.2 8.94<br />
Additional Labour for laying and removal of centering and shuttering<br />
Carpenter IInd Class 14 NOS 99 1386.00<br />
Mazdoor 14 NOS 71 994.00<br />
Add Contractors profit and overheads @ 15% 0.15 4014.14 602.13<br />
4616.27<br />
Machinery<br />
Ownership ,Operational and running charges of<br />
Concrete mixer 2 Cum per hour 5 HOURS 50.48 252.40<br />
Needdle Vibrator 2 Cum per hour 5 HOURS 12.62 63.10<br />
Add Contractors profit<br />
@ 10% on machinery 0.1 315.5 31.55<br />
Miscellaneous Items such as cost of water etc., L.S 80.00<br />
Scaffolding L.S 100.00<br />
527.05<br />
Centering and Shuttering<br />
Shuttering 0.13 Cum 10000 1300.00<br />
Staging 22.33 Rm 15 334.95<br />
1634.95<br />
Cost for 10 Cum 24501.51<br />
Add for Turnover Tax @ 2% 0.02 24501.51 490.03<br />
Cost for 10 cum 24991.54<br />
Cost for 1 Cum 2499.20<br />
Cost of breaking out damaged material 1 cum 999.35<br />
Cost for 1 cum of complete repair 3499.00<br />
_______________________________________ _______________________________________ ____________________________________<br />
Appendix E - Rate Analysis, Engineers Estimate Contract Schedules<br />
Revision 3 - August 2002<br />
Page 15
Government of Andhra Pradesh<br />
Panchayati Raj Engineering Department Rural Road Maintenance Management<br />
Rate Anylsis for Road Maintenance<br />
District of Karimnargar<br />
Description Quantity Unit Rate Amount<br />
(1) (2) (3) (4) (5) (6)<br />
B PERIODIC MAINTENANCE<br />
9 BLACK TOP TREATMENT (complete) including providing plant mixed,<br />
hot laid, paver finished 20 mm thick Mixed Seal Surfacing on prepared<br />
surface, including patching, edge repair, correction of existing surface,<br />
tack coat, compaction and conveyance of all materials and labour as per<br />
MOST Clauses 503 and 510<br />
Unit = 1 Sqm (Taking out put 500 Sqm)<br />
Labour<br />
Mate/Supervisor 1.35 No 120 162.00<br />
Mazdoor 21 No 71 1491.00<br />
Hot/Ordinary Mazdoor 6 No 99 594.00<br />
Add Contractors profit and OH charges at 15 %<br />
Machinery<br />
0.15 2247 337.05<br />
2584.05<br />
Mini Hot mix plant 6-10 TPH 4 Hour 1268 5072.00<br />
Bituminous boiler oil fed 1500 lts capacity output 250kg 3 Hour 120 360.00<br />
Power roller 8-10T 6 Hour 194.63 1167.78<br />
Add contractor’s profit at 10% on items marked ’B’ i.e., on Rs. 0.1 6599.78 659.98<br />
Sundries such as maintenance of Diversion, Control of traffic & sign<br />
board etc., and for quality control on labour & machinery @ 0.5%<br />
0.005 6599.78 33.00<br />
Miscellaneous Items such as tarring outfit, soap Burnool etc.<br />
Material<br />
Supply of crushed stone chipping including carriage, loading and<br />
unloading and stockpile at site<br />
25.00<br />
7317.76<br />
13.20 mm size 9 Cum 641.03 5769.23<br />
11.2mm size 4.5 Cum 568.53 2558.36<br />
Supply of Bitumen at Site 0.73 Tons 11536.21 8421.43<br />
16749.02<br />
Cost for BT 500 Sqm 26650.83<br />
Rate per Sqm BT 53.30<br />
Add for Tack Coat as worked out below 4.00<br />
Total Rate per Sqm 57.30<br />
Add for Turnover Tax @ 2% 0.02 57.3 1.15<br />
Rate of premix Carpet - 1 Sqm 58.00<br />
Tack Coat (Taking output 1800 sqm)<br />
Labour<br />
Hot Mazdoor/Mazdoor 6 No 99 594.00<br />
Sprayer 1 No 99 99.00<br />
Tarring mate/supervisor 0.35 No 120 42.00<br />
Add Contractors profit and OH charges at 15%<br />
Machinery<br />
0.15 735 110.25<br />
Owner ship, Operational and running charges Bitumen boiler oil feed<br />
1500 Ltr fitted with sprayer set<br />
6 Hour 120 720.00<br />
Farm tractor for toeing 6 Hour 223 1338.00<br />
Add Contractors profit on machinery at 10% 0.1 2058 205.80<br />
Sundries such as maintenance of diversion road, traffic control, sign<br />
boards etc., and for quality control at 0.5% on labour & machinery<br />
0.005 2058 10.29<br />
Miscellaneous items such as spray nozzle tarrying out fit, burnol,<br />
coconut oil and country soap etc.<br />
Material<br />
L.S 100.00<br />
Supply of bitumen at site 0.41 Tonne 11536.21 4672.17<br />
Cost of 1800Sqm 7891.51<br />
Cost per Sqm (Tack coat of BT surface with 2.25 Kg/10 Sqm) 4.00<br />
_______________________________________ _______________________________________ ____________________________________<br />
Appendix E - Rate Analysis, Engineers Estimate Contract Schedules<br />
Revision 3 - August 2002<br />
Page 16
Government of Andhra Pradesh<br />
Panchayati Raj Engineering Department Rural Road Maintenance Management<br />
Rate Anylsis for Road Maintenance<br />
District of Karimnargar<br />
Description Quantity Unit Rate Amount<br />
(1) (2) (3) (4) (5) (6)<br />
10.11 Providing specified grade natural gravel for resheeting gravel roads<br />
and shoulders to depths as required by the Engineer, including laying,<br />
spreading in uniform layers, watering and compacting with 8-10T Static<br />
roller to achieve required CBR including cost and conveyance of all<br />
materials , labour, machinery, lighting, guarding charges etc.,complete<br />
for finished item of work<br />
Unit 1 cum<br />
Cost of Gravel 1.5 Cum 104.6 156.90<br />
Labour Charges for spreading and water as per SSR 1 Cum 31.5 31.50<br />
8 to 10 T Static roller Charges 0.02 194.63 4.33<br />
Add Contractors Profit 10% on machinery 0.1 4.33 0.43<br />
Add Contractors profit and OH charges at 15% 0.15 31.5 4.73<br />
Total 197.89<br />
Add for Turnover Tax @ 2% 0.02 197.89 3.96<br />
Total 201.84<br />
Rate per Cum 202.00<br />
12 WBM PROFILE & CAMBER CORRECTION includes picking of old<br />
WBM surface to a minimum depth of 50 to 100 mm, resectioning to<br />
proper grade and camber after adding additional metal of grade-II, if<br />
necessary, watering and rolling with 8-10 T vibratory roller complete as<br />
per MOST Technican Specification 501(b) excluding cost of grade-II<br />
metal for finished item of work<br />
Unit 10 sqm (taking out unit 100 sqm)<br />
Labour<br />
Mate/Supervisor 0.2 No 120 24.00<br />
Mazdoor for cutting, screening and stacking 4 No 71 284.00<br />
Sundaries L.S 7.00<br />
Add contractors profit and overheads charges at 15%<br />
Machinery<br />
0.15 315 47.25<br />
8-10 T roller 0.25 hour 194.63 48.66<br />
Add contractors profit and overheads charges at 10% 0.1 48.66 4.87<br />
Rate for 100 sqm 415.78<br />
Rate for 10 sqm<br />
Materials<br />
Cost of collection and stacking of Grade II metal 53 mm size including all<br />
material and labour charges<br />
41.58<br />
53 mm metal 1 cum 381.6 381.60<br />
Rate for 10 sqm (assume 90 cum per km) 91.58<br />
Collection and stacking of natural gravel for bindage and blindage<br />
including cost and conveyance of materials 25 mm thick<br />
1 cum 176 176.00<br />
Rate for 10 sqm 44.00<br />
Cost for profile correction WBM 1 sqm 18.00<br />
13 REPLACEMENT OF DAMAGED CULVERTS complete, including the<br />
excavation and removal of existing structure, preparation and leveling of<br />
bedding to proper fall, providing, laying and jointing NP-2 (as per IS458)<br />
RCC pipe and reconstruction of stone masonary including cost of<br />
conveyance of all materials, labour and plant, as per MOST Specification<br />
1000, 1400 and 2900<br />
a) Removal of existing culvert<br />
i) 600 mm dia<br />
Unit - 1mt<br />
Labour<br />
Mate/Supervisor 0.02 NOS 120 2.40<br />
Mazdoor 0.35 NOS 71 24.85<br />
Add Contracors profit and overhead charges 15 % 0.15 27.25 4.09<br />
Total removal Rate 1 m 31.00<br />
_______________________________________ _______________________________________ ____________________________________<br />
Appendix E - Rate Analysis, Engineers Estimate Contract Schedules<br />
Revision 3 - August 2002<br />
Page 17
Government of Andhra Pradesh<br />
Panchayati Raj Engineering Department Rural Road Maintenance Management<br />
Rate Anylsis for Road Maintenance<br />
District of Karimnargar<br />
Description Quantity Unit Rate Amount<br />
(1) (2) (3) (4) (5) (6)<br />
ii) 900 mm dia<br />
Labour<br />
Mate/Supervisor 0.3 NOS 120 36.00<br />
Mazdoor 0.6 NOS 71 42.60<br />
Add Contracors profit and overhead charges 15 % 0.15 78.6 11.79<br />
Total removal Rate 1m 90.00<br />
iii) Removal of Stone Masonary Headwall<br />
Labour<br />
Mate/Supervisor 0.17 NOS 120 20.40<br />
Mazdoor 3.5 NOS 71 248.50<br />
Add Contracors profit and overhead charges 15 % 0.15 268.9 40.34<br />
Total Labour Rate 1cum 309.00<br />
b) Earthwork excavation for C/D structures<br />
Labour<br />
Mate / Supervisor 0.3 NOS 120 36.00<br />
Mazdoor 6 NOS 71 426.00<br />
Add contractor’s profit and overhead charges at 15 % 0.15 462 69.30<br />
Sundries L.S 0.50% 0.005 462 2.31<br />
Rate per 9 Cum 533.61<br />
Add for Turnover Tax @ 2% 0.02 533.61 10.67<br />
544.28<br />
Rate per 1 Cum 60.00<br />
c) Providing , laying and jointing in CM(1:2) NP -2 (as per IS 458) RCC<br />
pipe including cost and conveyance of all materials as per MOST<br />
Technical Specification No. 2900<br />
i) 600 mm dia<br />
Including pointing ends and fixing collar with CM(1:2)<br />
Unit - Metre<br />
(Taking output 10 m)<br />
Material<br />
RCC Hume pipe NP2 including collar at site 10 R.M 489.58 4895.77<br />
Cement 0.022 M.T 2350 51.70<br />
Sand 0.031 CUM 207 6.42<br />
Total Material Rate 4953.89<br />
Labour<br />
Mate/Supervisor 0.242 NOS 120 29.04<br />
Iind Class mason 0.441 NOS 99 43.66<br />
Mazdoor 2.64 NOS 71 187.44<br />
Add Contracors profit and overhead charges 15 % 0.15 260.14 39.02<br />
Total Labour Rate 299.16<br />
Total Cost for 10 m 5253.05<br />
Add for Turnover Tax @ 2% 0.02 5253.05 105.06<br />
5358.11<br />
Cost per metre 536.00<br />
ii) 900 mm dia<br />
Including pointing ends and fixing collar with CM(1:2)<br />
Unit - Metre<br />
(Taking output 10 m)<br />
Material<br />
RCC Hume pipe NP2 including collar at site 10 R.M 977.77 9777.68<br />
Cement 0.05 M.T 2350 117.50<br />
Sand 0.07 CUM 207 14.49<br />
Total Material Rate 9909.67<br />
Labour<br />
Mate/Supervisor 0.55 NOS 120 66.00<br />
Iind Class mason 0.44 NOS 99 43.66<br />
Mazdoor 2.64 NOS 71 187.44<br />
Add Contracors profit and overhead charges 15 % 0.15 297.1 44.56<br />
Total Labour Rate 341.66<br />
Total Cost for 10 m 10251.33<br />
Add for Turnover Tax @ 2% 0.02 10251.33 205.03<br />
10456.36<br />
Cost per metre 1046.00<br />
_______________________________________ _______________________________________ ____________________________________<br />
Appendix E - Rate Analysis, Engineers Estimate Contract Schedules<br />
Revision 3 - August 2002<br />
Page 18
Government of Andhra Pradesh<br />
Panchayati Raj Engineering Department Rural Road Maintenance Management<br />
Rate Anylsis for Road Maintenance<br />
District of Karimnargar<br />
Description Quantity Unit Rate Amount<br />
(1) (2) (3) (4) (5) (6)<br />
d) Coursed Rouble stone masonry in CM (1:3) including cost and<br />
conveyance of all materials to site, all labour charges for mixing the<br />
cement mortar and placing in position etc., complete for finished item of<br />
work as per MOST specification No.1000 / 1400.<br />
Unit - Cum<br />
Coursed Rubble Masonry (IInd sort)<br />
CR Stone 1.21 CUM 292.6 354.05<br />
Bond Stone 0.16 CUM 702.6 112.42<br />
(Through and Bond Stone<br />
7 Nox0.24mx0.24x0.39m=0.16 Cum)<br />
Cement 0.15 M.T 2350 359.55<br />
Sand 0.32 CUM 207 66.24<br />
892.26<br />
Labour<br />
Mate /Supervisor 0.26 NOS 120 31.20<br />
Mason 2.5 NOS 114 285.00<br />
Mazdoor 2.5 NOS 71 177.50<br />
Bhisti 0.15 NOS 71 10.65<br />
L.S 30.00<br />
Add Contractors profit and OH charges@ 15% 0.15 504.35 75.66<br />
610.01<br />
1502.27<br />
Add for Turnover Tax @ 2% 0.02 1502.27 30.05<br />
Total Rate per Cum 1532.00<br />
e) Pointing with cement mortar (1:3) for abutments, wingwalls, parapet<br />
walls including cost and conveyance of all matrials and labour charges<br />
etc., complete as per MOST Specification Section 1300.<br />
Unit - Sqm<br />
Material<br />
Cement mortar (1:3) 0.03 CUM 1493.48 44.80<br />
Total Material Rate 44.80<br />
Labour<br />
Iind Class mason 0.8 NOS 99 79.20<br />
Mazdoor 0.8 NOS 71 56.80<br />
Bisti 0.8 NOS 71 56.80<br />
Sundries such as cost of water etc., 10.00<br />
Add Contracors profit and overhead charges 15 % 0.15 202.8 30.42<br />
Total Labour Rate 233.22<br />
278.02<br />
Add for Turnover Tax @ 2% 0.02 5.56<br />
283.58<br />
Rate per Sqm 28.00<br />
f) Backfilling for foundations, Wingwalls etc., with granular material as per<br />
MOST Specification Section 2900.<br />
Gravelly material<br />
Unit - Cum<br />
Material<br />
Granular material / Gravel 1.16 CUM 104.6 121.34<br />
121.34<br />
Labour<br />
Mate/Supervisor 0.15 NOS 120 18.00<br />
Majdoor 1 NO 71 71.00<br />
Bhisti 0.05 NOS 71 3.55<br />
Sundries such as cost of water etc., 5.00<br />
Add Contractor’s profit and overhead charges 15 % 0.15 92.55 13.88<br />
111.43<br />
232.77<br />
Add for Turnover Tax @ 2% 0.02 232.77 4.66<br />
Cost per Cum 237.00<br />
_______________________________________ _______________________________________ ____________________________________<br />
Appendix E - Rate Analysis, Engineers Estimate Contract Schedules<br />
Revision 3 - August 2002<br />
Page 19
Government of Andhra Pradesh<br />
Panchayati Raj Engineering Department Rural Road Maintenance Management<br />
Rate Anylsis for Road Maintenance<br />
District of Karimnargar<br />
Description Quantity Unit Rate Amount<br />
(1) (2) (3) (4) (5) (6)<br />
g) Rough stone dry packing / pitching for apron flooring including cost<br />
and conveyance of all materials to site etc., complete for finished item of<br />
work as per MOST Technical specification No2500 (S.No.20)<br />
Unit = Cum<br />
(Taking unit 3 Cum)<br />
Material<br />
Stone Boulders (Rough Stone) 1.1 CUM 205.6 226.16<br />
226.16<br />
Labour<br />
IInd Class Mason 0.4 NOS 99 39.60<br />
Majdoor 1.8 NOS 71 127.80<br />
Add Contractor’s profit and overhead charges at 15% 0.15 167.4 25.11<br />
192.51<br />
Cost per Cum 418.67<br />
Add for Turnover Tax @ 2% 0.02 418.67 8.37<br />
Cost per 1 Cum 427.00<br />
h) Cement Concrete (1:4:8) mix with stone aggregate 40mm nominal size<br />
in foundations upto a depth of 1.5m below ground level and upto a height<br />
of 1.5m above ground level / bed level including cost and conveyance of<br />
all materials to site, and all labour charges etc.,complete as per MOST<br />
Technical Specification clause<br />
Unit 1 cum 913.00<br />
14 CONSTRUCTION AND INSTALLATION OF NEW DISTANCE<br />
MARKERS POSTS includes construction, painting and installation<br />
complete at locations as directed by the Engineer within the first 4<br />
months of signing the contract.<br />
a) Kilometre Stone<br />
Unit - Each<br />
Material<br />
Cement Concrete M15<br />
Stone aggregate 20mm nominal size 8.5 CUM 783.53 6659.96<br />
Coarse Sand 4.5 CUM 207 931.50<br />
Cement 3.3 M.T 2350 7755.00<br />
Total Rate per 10 Cum 15346.46<br />
Total Rate per 1 Cum 1534.65<br />
Rate per post 0.0375 Cum 1534.65 57.55<br />
Steel Reinforcement<br />
Unit - Tonne<br />
M.S steel + Wastage 5% 1.05 Tonne 15000 15750.00<br />
Binding Wire 10 Kgs 22 220.00<br />
Ded Cost of waste material available in the shape of scrap 0.05 Tonne 15000 750.00<br />
Rate M.T 15220.00<br />
Rate per post 0.0026 Tonne 15220 40.19<br />
Cement Concrete (1:4:8)<br />
Cement Concrete (1:4:8) mix with stone aggregate 40mm nominal size in<br />
foundations upto a depth of 1.5m below ground level and upto a height of<br />
1.5m above ground level / bed level including cost and conveyance of all<br />
materials to site, and all labour charges etc.,complete as per MOST<br />
Technical Specification clause<br />
(Taking output as 10 Cum)<br />
Stone aggregate 40mm nominal size 8.9 CUM 457.6 4072.64<br />
Fine Sand 4.7 CUM 207 972.90<br />
Cement 1.7 M.T 2350 3995.00<br />
I.e. On material 0.01 9040.54 90.41<br />
9132.95<br />
Cost per 1 Cum 913.30<br />
Rate per post 0.14 CUM 913.3 127.87<br />
_______________________________________ _______________________________________ ____________________________________<br />
Appendix E - Rate Analysis, Engineers Estimate Contract Schedules<br />
Revision 3 - August 2002<br />
Page 20
Government of Andhra Pradesh<br />
Panchayati Raj Engineering Department Rural Road Maintenance Management<br />
Rate Anylsis for Road Maintenance<br />
District of Karimnargar<br />
Description Quantity Unit Rate Amount<br />
(1) (2) (3) (4) (5) (6)<br />
Plastering 12 mm in CM (1:3)<br />
Cement 0.08 M.T 2350 176.25<br />
Sand 0.15 CUM 207 31.05<br />
Cost for 10 SQm 207.30<br />
Cost for 1 SQm 20.73<br />
Cost per post<br />
Painting and writing letters<br />
Painting two coats<br />
0.6 SQM 20.73 12.50<br />
Paint of Ist quality from firms such as Goodlass- Nerolac,<br />
Berger,Garware, Jenson Nicholson, Etc<br />
4 Litre 140 560.00<br />
Material for filling L.S 80.00<br />
Cost for 40 Sqm 640.00<br />
Cost per Sqm 16.00<br />
Rate per post<br />
Printing letters<br />
English - 100 letters of 16 cm height = 1600 cm<br />
0.6 SQM 16 9.66<br />
Paint 0.5 Litre 140 70.00<br />
Rate for 1600 cms 70.00<br />
Rate for 248 cms 10.85<br />
Rate per post 1 NO 20.51 20.52<br />
Labour<br />
Cement Concrete M15<br />
Ist Class mason 0.5 NOS 114 57.00<br />
IInd Class mason 0.5 NOS 99 49.50<br />
Mazdoor 17 NOS 71 1207.00<br />
Bhisti 2.7 NOS 71 191.70<br />
Mate/Supervisor 1 NO 120 120.00<br />
1625.20<br />
Add Contractors profit and overheads @ 15% 0.15 1625.2 243.78<br />
Sundries at L.S 0.50 % 0.01 1625.2 8.13<br />
Cost per 10 Cum 1877.11<br />
Cost per 1 Cum 187.71<br />
Rate per post 0.0375 Cum 187.71 7.04<br />
Cement Concrete (1:4:8)<br />
Ist Class Mason 0.5 NOS 114 57.00<br />
IInd Class Mason 0.5 NOS 99 49.50<br />
Mazdoor 17 NOS 71 1207.00<br />
Bisti 2.7 NOS 71 191.70<br />
Mate /Supervisor 1 NOS 120 120.00<br />
Add Contractors profit and overheads @ 15% 0.15 1625.2 243.78<br />
0 1625.2 0.00<br />
Sundries @ 0.50 % 0.01 1625.2 8.13<br />
1877.11<br />
Cost per Cum 187.71<br />
Rate per post 0.14 CUM 187.71 26.28<br />
Steel Reinforcement<br />
Mate/Supervisor 0.75 NOS 120 90.00<br />
Blacksmith Ist Class 10 NOS 114 1140.00<br />
Mazdoor 5 NOS 71 355.00<br />
Add Contracors profit and overheads @ 15% 0.15 1585 237.75<br />
Total Rate per M.T 1822.75<br />
Rate per post 0.003 Tonne 1822.75 4.81<br />
Cement Plaster 12 MM in CM (1:3)<br />
Mate/Supervisor 0.13 NOS 120 15.60<br />
Mason 0.8 NOS 114 91.20<br />
Majdoor 0.8 NOS 71 56.80<br />
Bhisti 0.12 NOS 71 8.52<br />
Scafolding 8.00<br />
180.12<br />
_______________________________________ _______________________________________ ____________________________________<br />
Appendix E - Rate Analysis, Engineers Estimate Contract Schedules<br />
Revision 3 - August 2002<br />
Page 21
Government of Andhra Pradesh<br />
Panchayati Raj Engineering Department Rural Road Maintenance Management<br />
Rate Anylsis for Road Maintenance<br />
District of Karimnargar<br />
Description Quantity Unit Rate Amount<br />
(1) (2) (3) (4) (5) (6)<br />
Sundries @ 0.50% 0.005 180.12 0.90<br />
Add Contracors profit and overheads @ 15% 0.15 180.12 27.02<br />
Cost per 10 sqm 208.04<br />
Cost per 1 sqm 20.80<br />
Rate per post 0.6 SQM 20.8 12.54<br />
Earthwork in excavation<br />
Ordinary Soil<br />
(Taking out put 9 cum)<br />
Mate/Supervisor 0.3 NOS 120 36.00<br />
Majdoor 6 NOS 71 426.00<br />
462.00<br />
Add Contracors profit and overheads @ 15% 0.15 462 69.30<br />
Sundries @ 0.5% 0.01 462 2.31<br />
Rate for 9 Cum 995.61<br />
Rate for1 Cum 110.62<br />
Rate per post 0.16 CUM 110.62 17.26<br />
Formwork 0.094 SQM 20 1.88<br />
Extra for small work ,carriage to site and provision for fixing at site L.S 10.00<br />
Painting and writing letters<br />
Painting Post<br />
Painter 1 class 2 NOS 114 228.00<br />
Skilled Majdoor 2 NOS 99 198.00<br />
Add Contracors profit and overheads @ 15% 0.15 426 63.90<br />
Sundries L.S 12.00<br />
Cost for 40 sqm 501.90<br />
Cost for 1 sqm 12.55<br />
Rate per post 0.6029 SQM 12.55 7.56<br />
Printing letters for 248 cms<br />
Mate/Supervisor 0.25 NOS 120 30.00<br />
Painter 1 class 3.5 NOS 114 399.00<br />
Majdoor 1.5 NOS 71 106.50<br />
Sundries L.S 7.00<br />
Add Contracors profit and overheads @ 15% 0.15 535.5 80.33<br />
Cost for 1600 Cms 622.83<br />
Cost for 248 Cms 96.54<br />
Rate per post 96.54<br />
Total painting material per post 1 NOS 104.1 104.10<br />
Summary Material<br />
Cement Concrete M15 0.0375 Cum 1534.65 57.55<br />
Cement Concrete (1:4:8) 0.14 CUM 913.3 127.86<br />
Steel Reinforcement 0.00264 Tonne 15220 40.18<br />
Plaster 12 mm in CM (1:3) 0.6 SQM 20.73 12.50<br />
Painting and writing letters 1 NO 20.51 20.52<br />
Summary Labour<br />
Cement Concrete M15 0.0375 Cum 187.71 7.04<br />
Cement Concrete (1:4:8) 0.14 CUM 187.71 26.28<br />
Steel Reinforcement 0.00264 Tonne 1822.75 4.81<br />
Cement Plaster 12 MM in CM (1:3) 0.6029 SQM 20.8 12.54<br />
Earthwork in excavation 0.156 CUM 110.62 17.26<br />
Formwork 0.094 SQM 20 1.88<br />
Extra for small work ,carriage to site and provision for fixing at site L.S 10.00<br />
Painting and writing letters 1 NO 104.1 104.10<br />
TOTAL 442.53<br />
Add for Turnover Tax @ 2% 0.02 8.85<br />
451.38<br />
Rate for 1 KM Stone 451.00<br />
_______________________________________ _______________________________________ ____________________________________<br />
Appendix E - Rate Analysis, Engineers Estimate Contract Schedules<br />
Revision 3 - August 2002<br />
Page 22
Government of Andhra Pradesh<br />
Panchayati Raj Engineering Department Rural Road Maintenance Management<br />
Rate Anylsis for Road Maintenance<br />
District of Karimnargar<br />
Description Quantity Unit Rate Amount<br />
(1) (2) (3) (4) (5) (6)<br />
b) Hectameter Stone<br />
Unit -Each<br />
Material (from above)<br />
Cement Concrete M15 0.01 Cum 1534.65 15.35<br />
Steel Reinforcement 0.001 M.T 15220 15.66<br />
Cement Concrete(1:4:8) 0.04 Cum 913.3 34.71<br />
Cement plaster L.S 10.00<br />
Painting and printing letters<br />
Painting 0.19 Sqm 16 3.04<br />
Printing letters 1600 12 70 0.53<br />
Rate of material 75.71<br />
Total Rate of material 75.71<br />
Labour (from above)<br />
Cement Concrete M15 0.01 Cum 187.71 1.88<br />
Steel Reinforcement 0.001 M.T 1822.75 1.88<br />
Cement Concrete(1:4:8) 0.038 Cum 187.71 7.13<br />
Earthwork excavation 0.042 Cum 110.62 4.65<br />
Cement plaster L.S 5.00<br />
Carriage fixing at site and extra for small work L.S 5.00<br />
Formwork L.S 1.50<br />
Painting and printing letters<br />
Painting post 0.19 Sqm 12.55 2.38<br />
Printing letters 1600 12 622.83 4.67<br />
Total Rate of labour 34.09<br />
Total 75.71 nos 109.80<br />
Add for Turnover Tax @ 2% 0.02 2.20<br />
Total Rate for 200 m stone 112.00<br />
_______________________________________ _______________________________________ ____________________________________<br />
Appendix E - Rate Analysis, Engineers Estimate Contract Schedules<br />
Revision 3 - August 2002<br />
Page 23
Government of Andhra Pradesh<br />
Panchayati Raj Engineering Department Rural Road Maintenance Management<br />
SCHEDULE I<br />
CONTRACT PRICING<br />
Contract No. : ………………………<br />
Name of Tenderer: …………………………………………….<br />
S.No. Description Unit Quantity Rate<br />
(1) (2) (4) (5) (6)<br />
A ROUTINE MAINTENANCE<br />
1 MOBILISATION AND DEMOBILISATION<br />
1.11 Supply and maintain2 No 100 cc motor bike MONTH 36 3500<br />
1.12 Routine Maintenance of all roads as listed in schedule 3 to required Intervention and Rectification standards as per MOST<br />
3000 and Technical specification<br />
TOTAL ROUTINE MAINTENANCE (LUMPSUM)<br />
MONTH 18 42475.17<br />
B PERIODIC MAINTENANCE (Provisional Quantities) as per Schedule 4, 5, 6<br />
2.1 BLACK TOP TREATMENT (complete) including providing plant mixed, hot laid, paver finished 20 mm thick Mixed Seal<br />
Surfacing on prepared surface, including patching, edge repair, correction of existing surface, tack coat, compaction and<br />
conveyance of all materials and labour as per MOST 503, 510, 900 and 3004<br />
SQM 500 58<br />
2.2 RESHEETING OF PAVEMENT including the supply of specified grade natural gravel to depths and width (minimum 1 metre<br />
from edge of pavement) as required by the Engineer, including laying, spreading in uniform layers, watering and compacting<br />
with 8-10T Static roller including cost and conveyance of all materials , labour, machinery, lighting, guarding charges<br />
etc.,complete for finished item of work as per MOST 401 and 900.<br />
CUM 11056.2 202<br />
2.3 WBM PROFILE & CAMBER CORRECTION includes picking of old WBM surface to a minimum depth of 50 to 100 mm,<br />
resectioning to proper grade, camber and profile (25 mm under 3 m straight edge) after adding additional 25% metal of grade-<br />
III , as necessary, placing a 50 mm layer of brindage material, watering and rolling with 8-10 T vibratory roller complete as<br />
per MOST 501 and including the provision, placing and compacting of natural shouldering to a minimum width of 1 m<br />
(included and paid under 5 above).<br />
SQM 18<br />
2.4 SHOULDER RESURFACING (complete) including the supply of natural shouldering material, spreading, watering, trimming<br />
and compaction with 8-10T static roller to minimum width of 1 metre and to proper camber where drop-off exceeds 50 mm<br />
below adjacent BT, concrete or WBM surface as per MOST 501, 300 and 900.<br />
CUM 202<br />
2.5 REPAIR OF ISOLATED FAILED SECTIONS > 2 sq.m, including the removal of all material to solid ground or treatment of<br />
subgrade as directed by the Engineer, replacement with selected subgrade, provision of subsurface drains (as required),<br />
granular subbase, WBM III as required, and bituminous premix or mix seal surfacing Type B to provide texture similar to<br />
existing. Replacement and backfilling of unsuitable material to be paid under c)<br />
2.51 20mm Premix carpet including tack coat & Primer coat SQM 100 68<br />
2.52 Grade III (75 mm compacted layer)- CUM 7.5 942<br />
2.53 Gravel Sub Base 200 mm loose compacted to 150 mm including excavation of unsound material CUM 15 225<br />
2.6 REPLACEMENT OF DAMAGED CULVERTS complete, including the excavation and removal of existing structure,<br />
preparation and leveling of bedding to proper fall, providing, laying and jointing NP-3 (as per IS458) RCC pipe and<br />
reconstruction of stone masonary including cost of conveyance of all materials, labour and plant, as per MOST 202, 900,<br />
1300, 1400, 2500 and 2900<br />
Removal of existing culvert<br />
_______________________________________<br />
Appendix E - Rate Analysis, Engineers Estimate Contract Schedules<br />
_______________________________________ ____________________________________<br />
Revision 3 - August 2002<br />
Page 24
Government of Andhra Pradesh<br />
Panchayati Raj Engineering Department Rural Road Maintenance Management<br />
SCHEDULE I<br />
CONTRACT PRICING<br />
Contract No. : ………………………<br />
Name of Tenderer: …………………………………………….<br />
S.No. Description Unit Quantity Rate<br />
(1) (2) (4) (5) (6)<br />
2.601 600 mm dia RM 31<br />
2.602 900 mm dia RM 90<br />
2.603 Removal of Stone Masonary Headwall CUM 309<br />
2.604 Earthwork excavation for C/D structures CUM 25 60<br />
Providing , laying and jointing in CM(1:2) NP -3 (as per IS 458) RCC pipe including cost and conveyance of all materials as<br />
per MOST 1000 and 2900<br />
2.605 600 mm dia RM 15 536<br />
2.606 900 mm dia RM 30 1046<br />
2.607 Coursed Rouble stone masonry in CM (1:3) including cost and conveyance of all materials to site, all labour charges for<br />
mixing the cement mortar and placing in position etc., complete for finished item of work as per MOST 1000 and 1400<br />
CUM 169 1532<br />
2.608 Pointing with cement mortar (1:3) for abutments, wingwalls, parapet walls including cost and conveyance of all matrials and<br />
labour charges etc. as per MOST 1300<br />
SQM 50 28<br />
2.609 Backfilling for foundations, Wingwalls etc., with granular material as per MOST 1500 CUM 50 237<br />
2.610 Rough stone dry packing / Pitching for apron flooring including cost and conveyance of all materials to site etc., complete for<br />
finished item of work as per MOST 2500<br />
2.611 Cement Concrete (1:4:8) mix with stone aggregate 40mm nominal size in foundations upto a depth of 1.5m below ground<br />
CUM 50 427<br />
level and upto a height of 1.5m above ground level / bed level including cost and conveyance of all materials to site, and all<br />
labour charges etc. MOST 1000 & 1700<br />
CUM 50 913<br />
2.7 CONSTRUCTION AND INSTALLATION OF NEW DISTANCE MARKERS POSTS includes construction, painting and<br />
installation complete at locations as directed by the Engineer within the first 4 months of signing the contract, as per MOST<br />
804<br />
2.71 KM Stone EACH 43 451<br />
2.72 Hectameter Stone<br />
TOTAL PERIODIC MAINTENANCE<br />
EACH 63 112<br />
C EMERGENCY MAINTENANCE<br />
3 EMERGENCY MAINTENANCE includes the removal of land slips, repairs to all flood damage including replacement of<br />
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<br />
make road safe for traffic.<br />
4 GENERAL<br />
DAYWORKS as directed by the Engineer using rates as per Schedule-2 L.S.<br />
TOTAL PROVISIONAL ITEM<br />
TOTAL CONTRACT SUM<br />
_______________________________________<br />
Appendix E - Rate Analysis, Engineers Estimate Contract Schedules<br />
Revision 3 - August 2002<br />
_______________________________________ ____________________________________<br />
Page 25
Government of Andhra Pradesh<br />
Panchayati Raj Engineering Department Rural Road Maintenance Management<br />
_______________________________________<br />
Appendix E - Rate Analysis, Engineers Estimate Contract Schedules<br />
Revision 3 - August 2002<br />
Amount<br />
(7)<br />
126000<br />
764553<br />
890553<br />
29000<br />
2233352<br />
0<br />
0<br />
6800<br />
7065<br />
3375<br />
_______________________________________ ____________________________________<br />
Page 26
Government of Andhra Pradesh<br />
Panchayati Raj Engineering Department Rural Road Maintenance Management<br />
_______________________________________<br />
Appendix E - Rate Analysis, Engineers Estimate Contract Schedules<br />
Revision 3 - August 2002<br />
Amount<br />
(7)<br />
0<br />
0<br />
0<br />
1500<br />
8040<br />
31380<br />
258908<br />
1400<br />
11850<br />
21350<br />
45650<br />
19393<br />
7056<br />
2686119<br />
66791.475<br />
200000<br />
266791<br />
4110254<br />
_______________________________________ ____________________________________<br />
Page 27
Government of Andhra Pradesh<br />
Panchayati Raj Engineering Department Rural Road Maintenance Management<br />
Contract No. : ………………………<br />
Name of Tenderer : …………………………………………..<br />
SCHEDULE 3<br />
CONTRACT DETAILS<br />
Road No Link No Sec<br />
CRRI<br />
Surface Type<br />
PROG<br />
No<br />
BHEEMDEVARAPALLI SUB-DIVISION<br />
Road Name From To No. BT WBM GR CC ETH<br />
5203215 P5601 1 BHEEMDEVARAPALLI TO SAIDAPOOR 0.000 1.100 M32 1.1 AP1<br />
5203215 P5601 2 BHEEMDEVARAPALLI TO SAIDAPOOR 1.100 1.132 M32 0.032 AP1<br />
5203215 P5601 3 BHEEMDEVARAPALLI TO SAIDAPOOR 1.132 3.000 M32 1.868 AP1<br />
5203215 P5202 4 BHEEMDEVARAPALLI TO SAIDAPOOR 3.000 5.750 M32 2.75 AP1<br />
5203215 P5202 5 BHEEMDEVARAPALLI TO SAIDAPOOR 5.750 5.804 M32 0.054 AP1<br />
5203215 P5202 6 BHEEMDEVARAPALLI TO SAIDAPOOR 5.804 7.400 M32 1.596 AP1<br />
5203215 P5202 7 BHEEMDEVARAPALLI TO SAIDAPOOR 7.400 7.431 M32 0.031 AP1<br />
5203215 P5202 8 BHEEMDEVARAPALLI TO SAIDAPOOR 7.431 8.200 M32 0.769 AP1<br />
5203215 P5202 9 BHEEMDEVARAPALLI TO SAIDAPOOR 8.200 8.250 M32 0.05 AP1<br />
5203215 P5202 10 BHEEMDEVARAPALLI TO SAIDAPOOR 8.250 11.500 M32 3.25 AP1<br />
5203215 P5202 11 BHEEMDEVARAPALLI TO SAIDAPOOR 11.500 11.532 M32 0.032 AP1<br />
5203215 P5202 12 BHEEMDEVARAPALLI TO SAIDAPOOR 11.532 12.000 M32 0.468 AP1<br />
6201001 P5601 1 KATKUR TO ANTHAKPET 0.000 0.525 L429C 0.525 AMP<br />
6201001 P5601 2 KATKUR TO ANTHAKPET 0.525 0.575 L429C 0.05 AMP<br />
6201001 P5601 3 KATKUR TO ANTHAKPET 0.575 1.350 L429C 0.775 AMP<br />
6201001 P5601 4 KATKUR TO ANTHAKPET 1.350 1.382 L429C 0.032 AMP<br />
6201001 P5601 5 KATKUR TO ANTHAKPET 1.382 2.800 L429C 1.418 AMP<br />
6201005 P5601 1 KOTHAKONDA TO VELAIR 0.000 1.300 L413 1.3 AMP<br />
6201005 P5601 2 KOTHAKONDA TO VELAIR 1.300 2.200 L413 0.9 AMP<br />
6201006 P5601 1 MALLARAM TO VEERLAGADDA THANDA 0.000 2.700 L423 2.7 AMP<br />
6201008 P5601 1 KANNARAM TO ICHULAPALLI 0.000 2.500 L427 2.5 AMP<br />
6201018 P5601 1 ZP ROAD TO CHANTAIAHPALLI 0.000 0.500 L421 0.5 AMP<br />
6201019 P5601 1 MALLARAM TO RASOOLPALLI 0.000 1.200 L422 1.2 AMP<br />
6201022 P5601 1 ZP ROAD TO CHAPATHANDA 0.000 1.000 L426 1 AMP<br />
6201029 P5601 1 MUTHARAM TO LAMBADITHANDA 0.000 2.000 L429B 2 AMP<br />
6201032 P5601 1 KATKUR TO MANIKYALAPALLI 0.000 2.000 L424 2 AMP<br />
6201033 P5601 1 KATKUR TO DASUTHANDA 0.000 2.000 L425 2 AMP<br />
6201033 P5601 2 KATKUR TO DASUTHANDA 2.000 4.000 L425 2 AMP<br />
6201035 P5201 1 SOMARAM JUNCTION TO SAIDAPOOR 0.000 0.950 L404D 0.95 AMP<br />
6201035 P5201 2 SOMARAM JUNCTION TO SAIDAPOOR 0.950 1.700 L404D 0.75 AMP<br />
6201035 P5201 3 SOMARAM JUNCTION TO SAIDAPOOR 1.700 3.000 L404D 1.3 AMP<br />
6201041 P5201 1 AMMANAGURTHI TO NALLARAMAIAHPALLI 0.000 1.200 L379 1.2 AMP<br />
6201044 P5201 1 RAIKAL TO NALLANENITHANDA 0.000 3.000 L380 3 AMP<br />
6201045 P5201 1 RAMULAPALLI TO YELLAMPALLI 0.000 2.000 L404A 2 AMP<br />
6201047 P5201 1 SOMARAM TO GARREPALLI 0.000 1.600 L381 1.6 AMP<br />
6201049 P5201 1 ZP ROAD TO AREPALLI 0.000 2.800 L382 2.8 AMP<br />
6201052 P5201 1 ZP ROAD TO GUJJALAPALLI 0.000 1.200 L383 1.2 AMP<br />
6201053 P5201 1 ZP ROAD TO RAIKALTHANDA 0.000 1.500 L384 1.5 AMP<br />
6201059 P5101 1 INDIRANAGAR TO GOPALPOOR 0.000 0.240 L404 0.24 AMP<br />
6201059 P5101 2 INDIRANAGAR TO GOPALPOOR 0.240 2.200 L404 1.96 AMP<br />
6201059 P5101 3 INDIRANAGAR TO GOPALPOOR 2.200 2.500 L404 0.3 AMP<br />
6201061 P5101 1 PWD ROAD TO SURARAM 0.000 1.300 L445A 1.3 AMP<br />
6201061 P5101 2 PWD ROAD TO SURARAM 1.300 1.800 L445A 0.5 AMP<br />
6201316 P5601 1 PWD ROAD TO VAIBHAPOOR 0.000 1.700 L371 1.7 AMP<br />
6201610 P5101 1 KESHAVAPOOR TO RAMAKISHTAPOOR 0.000 1.500 L453 1.5 AMP<br />
6201750 P5601 1 PWD ROAD TO KOTHAPALLI 0.000 0.900 L429A 0.9 AMP<br />
6201750 P5601 2 PWD ROAD TO KOTHAPALLI 0.900 1.500 L429A 0.6 AMP<br />
6201846 P5101 1 KESHAVAPATNAM TO GUNTURPALLI 0.000 2.000 L452 2 AMP<br />
6203058 P5601 1 ZP ROAD TO RATHNAGIRI 0.000 2.500 L41 2.5 AMP<br />
6203060 P5601 1 MULKANOOR TO NARAHARITHANDA 0.000 2.700 L419 2.7 AMP<br />
6203060 P5601 2 MULKANOOR TO NARAHARITHANDA 2.700 2.713 L419 0.013 AMP<br />
6203060 P5601 3 MULKANOOR TO NARAHARITHANDA 2.713 3.200 L419 0.487 AMP<br />
6203072 P5601 1 PWD ROAD TO RAMPOOR 0.000 0.800 L417 0.8 AMP<br />
6203141 P5201 1 KATRAPALLI TO AMMANAGURTHY 0.000 2.000 L378 2 AMP<br />
6203141 P5201 2 KATRAPALLI TO AMMANAGURTHY 2.000 2.400 L378 0.4 AMP<br />
6203142 P5201 1 ZP ROAD TO SARVAIPET 0.000 1.100 L47 1.1 AMP<br />
6203142 P5201 2 ZP ROAD TO SARVAIPET 1.100 2.400 L47 1.3 AMP<br />
6203142 P5201 3 ZP ROAD TO SARVAIPET 2.400 3.200 L47 0.8 AMP<br />
6203142 P5201 4 ZP ROAD TO SARVAIPET 3.200 5.300 L47 2.1 AMP<br />
6203142 P5201 5 ZP ROAD TO SARVAIPET 5.300 7.000 L47 1.7 AMP<br />
6203183 P5101 1 PWD ROAD TO GUDIBANDA 0.000 0.400 L464A 0.4 AMP<br />
TOTAL 10.337 18.442 41.727 0.294 5.7<br />
_______________________________________<br />
Appendix E - Rate Analysis, Engineers Estimate Contract Schedules<br />
Revision 3 - August 2002<br />
_______________________________________ ____________________________________<br />
Page 28
Government of Andhra Pradesh<br />
Panchayati Raj Engineering Department Rural Road Maintenance Management<br />
RNo RLN<br />
o<br />
Sect<br />
No<br />
BheemaDevarapalli<br />
SCHEDULE 4<br />
PERIODIC MIANTENANCE - RESURFACING PROGRAM<br />
Contract No…………………….<br />
Name of Tenderer ……………………………………<br />
Road Name ChF ChT<br />
CRRI<br />
No.<br />
Surface<br />
type<br />
RSL Treatment Type<br />
6201006 P5601 01 MALLARAM TO VEERLAGADDA THANDA 0.000 2.700 L423 GR 2.700 Reshape and gravel sheet 100 mm<br />
6201008 P5601 01 KANNARAM TO ICHULAPALLI 0.000 2.500 L427 GR 2.500 Reshape and gravel sheet 100 mm<br />
6201019 P5601 01 MALLARAM TO RASOOLPALLI 0.000 1.200 L422 GR 1.200 Reshape and gravel sheet 100 mm<br />
6201022 P5601 01 ZP ROAD TO CHAPATHANDA 0.000 1.000 L426 GR 1.000 Reshape and gravel sheet 100 mm<br />
6201032 P5601 01 KATKUR TO MANIKYALAPALLI 0.000 2.000 L424 GR 2.000 Reshape and gravel sheet 100 mm<br />
6201033 P5601 01 KATKUR TO DASUTHANDA 0.000 2.000 L425 GR 2.000 Reshape and gravel sheet 100 mm<br />
6201033 P5601 02 KATKUR TO DASUTHANDA 2.000 4.000 L425 GR 2.000 Reshape and gravel sheet 100 mm<br />
6203060 P5601 01 MULKANOOR TO NARAHARITHANDA 0.000 2.700 L419 GR 2.700 Reshape and gravel sheet 100 mm<br />
6203060 P5601 03 MULKANOOR TO NARAHARITHANDA 2.713 3.200 L419 GR 0.487 Reshape and gravel sheet 100 mm<br />
6201059 P5101 01 INDIRANAGAR TO GOPALPOOR 0.000 0.240 L404 GR 0.240 Reshape and gravel sheet 100 mm<br />
6201059 P5101 03 INDIRANAGAR TO GOPALPOOR 2.200 2.500 L404 GR 0.300 Reshape and gravel sheet 100 mm<br />
6203141 P5201 02 KATRAPALLI TO AMMANAGURTHY 2.000 2.400 L378 GR 0.400 Reshape and gravel sheet 100 mm<br />
GR Total 17.527<br />
6201061 P5101 02 PWD ROAD TO SURARAM 1.300 1.800 L445A ETH 0.500 Reshape and gravel sheet 150 mm<br />
6203183 P5101 01 PWD ROAD TO GUDIBANDA 0.000 0.400 L464A ETH 0.400 Reshape and gravel sheet 150 mm<br />
_______________________________________ ___________________________________________________________________________<br />
Appendix E - Rate Analysis, Engineers Estimate Contract Schedules<br />
Revision 3 - August 2002<br />
Page 29
Government of Andhra Pradesh<br />
Panchayati Raj Engineering Department Rural Road Maintenance Management<br />
SCHEDULE 5<br />
PERIODIC MAINTENANCE - CULVERT & DRAIN UPGRADING<br />
Contract No. : ………………………<br />
Name of Tenderer: …………………………………………..<br />
RNo RLNo RSNo RName ChF ChT CRRI No RSL CULVERT No LOCATION<br />
BHEEMDEVERPALLI SUB DIVISION<br />
CULVERT<br />
TYPE<br />
No OF<br />
VENTS VENT SIZE COMMENTS<br />
6201001 P5601 01 KATKUR TO ANTHAKPET ZP ROAD 0.000 0.525 L429C 0.525 1/1 0.100 CSS 1 450X450<br />
6201001 P5601 01 KATKUR TO ANTHAKPET ZP ROAD 0.000 0.525 L429C 0.525 1/2 0.315 CSS 1 600X600<br />
6201006 P5601 01 MALLARAM TO VEERLAGADDATHANDA 0.000 2.700 L423 2.700 1/2 0.700 HP 1 600<br />
6201006 P5601 01 MALLARAM TO VEERLAGADDATHANDA 0.000 2.700 L423 2.700 1/3 0.900 RCS 1 2000X900<br />
6201006 P5601 01 MALLARAM TO VEERLAGADDATHANDA 0.000 2.700 L423 2.700 2/1 1.300 HP 4 600<br />
6201006 P5601 01 MALLARAM TO VEERLAGADDATHANDA 0.000 2.700 L423 2.700 1/1 0.510 HP 1 600<br />
6201008 P5601 01 KANNARAM TO ICHULAPALLI 0.000 2.500 L427 2.500 1/1 0.900 HP 1 600<br />
6201008 P5601 01 KANNARAM TO ICHULAPALLI 0.000 2.500 L427 2.500 2/1 1.200 HP 1 600<br />
6201019 P5601 01 MALLARAM TO RASOOLPALLI 0.000 1.200 L422 1.200 1/1 0.600 HP 2 600<br />
6201019 P5601 01 MALLARAM TO RASOOLPALLI 0.000 1.200 L422 1.200 2/1 1.110 HP 1 600<br />
6201022 P5601 01 ZP ROAD TO CHAPATHANDA 0.000 1.000 L426 1.000 1/1 0.100 HP 1 450<br />
6201022 P5601 01 ZP ROAD TO CHAPATHANDA 0.000 1.000 L426 1.000 1/2 0.500 HP 3 600<br />
6201029 P5601 01 MUTHARAM TO LAMBADITHANDA 0.000 2.000 L429B 2.000 2/3 1.610 CSS 1 600X600<br />
6201029 P5601 01 MUTHARAM TO LAMBADITHANDA 0.000 2.000 L429B 2.000 2/1 1.300 CSS 1 600X600<br />
6201032 P5601 01 KATKUR TO MANIKYALPALLI 0.000 2.000 L424 2.000 1/1 0.100 HP 1 600<br />
6201032 P5601 01 KATKUR TO MANIKYALPALLI 0.000 2.000 L424 2.000 1/2 0.600 HP 3 900<br />
6201033 P5601 01 KATKUR TO DASUTHANDA 0.000 2.000 L425 2.000 2/1 1.200 HP 1 600<br />
6201033 P5601 01 KATKUR TO DASUTHANDA 0.000 2.000 L425 2.000 2/2 1.300 HP 1 600<br />
6201033 P5601 01 KATKUR TO DASUTHANDA 2.000 4.000 L425 2.000 4/1 3.200 HP 2 600<br />
6201750 P5601 02 PWD ROAD TO KOTHAPALLI 0.900 1.500 L429A 0.600 2/1 1.250 HP 4 450<br />
6203058 P5601 01 ZP ROAD TO RATHNAGIRI 0.000 2.500 L41 2.500 2/1 1.470 HP 1 600<br />
6203058 P5601 01 ZP ROAD TO RATHNAGIRI 0.000 2.500 L41 2.500 3/2 2.080 RCS 1 1000X750<br />
6203058 P5601 01 ZP ROAD TO RATHNAGIRI 0.000 2.500 L41 2.500 1/1 0.441 HP 1 450<br />
6203058 P5601 01 ZP ROAD TO RATHNAGIRI 0.000 2.500 L41 2.500 1/2 0.668 HP 1 600<br />
6203058 P5601 01 ZP ROAD TO RATHNAGIRI 0.000 2.500 L41 2.500 3/1 2.020 RCS 1 2000X900<br />
6203058 P5601 01 ZP ROAD TO RATHNAGIRI 0.000 2.500 L41 2.500 3/3 2.250 HP 1 600<br />
6203058 P5601 01 ZP ROAD TO RATHNAGIRI 0.000 2.500 L41 2.500 3/4 2.400 HP 1 600<br />
6203058 P5601 01 ZP ROAD TO RATHNAGIRI 0.000 2.500 L41 2.500 3/5 2.500 HP 1 600<br />
6203060 P5601 01 MULKANUR TO NARAHARITHANDA 0.000 2.700 L419 2.700 2/2 1.550 HP 1 600<br />
6203060 P5601 01 MULKANUR TO NARAHARITHANDA 0.000 2.700 L419 2.700 1/1 0.710 HP 1 600<br />
6203060 P5601 01 MULKANUR TO NARAHARITHANDA 0.000 2.700 L419 2.700 1/2 0.850 HP 1 600<br />
6203060 P5601 01 MULKANUR TO NARAHARITHANDA 0.000 2.700 L419 2.700 2/1 1.200 HP 1 600<br />
6203060 P5601 01 MULKANUR TO NARAHARITHANDA 0.000 2.700 L419 2.700 3/2 2.200 HP 1 450<br />
6203060 P5601 01 MULKANUR TO NARAHARITHANDA 0.000 2.700 L419 2.700 3/4 2.500 HP 1 450<br />
6203060 P5601 03 MULKANUR TO NARAHARITHANDA 2.713 3.200 L419 0.487 4/1 3.000 HP 1 450<br />
6203060 P5601 01 MULKANUR TO NARAHARITHANDA 0.000 2.700 L419 2.700 3/1 2.100 CSS 1 800X600<br />
6203060 P5601 01 MULKANUR TO NARAHARITHANDA 0.000 2.700 L419 2.700 3/3 2.400 HP 1 450<br />
6203060 P5601 03 MULKANUR TO NARAHARITHANDA 2.713 3.200 L419 0.487 4/2 3.200 HP 1 600<br />
6203072 P5601 01 PWD ROAD TO RAMPOOR 0.000 0.800 L417 0.800 1/3 0.360 HP 1 300<br />
6203072 P5601 01 PWD ROAD TO RAMPOOR 0.000 0.800 L417 0.800 1/2 0.300 HP 2 600<br />
6203072 P5601 01 PWD ROAD TO RAMPOOR<br />
PWD ROAD INDIRANAGAR TO<br />
0.000 0.800 L417 0.800 1/1 0.050 HP 1 600<br />
6201059 P5101 01 GOPALPOOR<br />
PWD ROAD INDIRANAGAR TO<br />
0.000 0.240 L404 0.240 1/1 0.100 HP 1 300<br />
6201059 P5101 02 GOPALPOOR<br />
PWD ROAD INDIRANAGAR TO<br />
0.240 2.200 L404 1.960 1/2 0.300 HP 1 300<br />
6201059 P5101 03 GOPALPOOR 2.200 2.500 L404 0.300 2/1 1.850 RCS 3 3000X600<br />
6201610 P5101 01 KESHAVAPOOR TO RAMAKISHTAPOOR 0.000 1.500 L453 1.500 1/1 0.250 HP 2 600<br />
6201846 P5101 01 KESHAVAPOOR TO GUNTURPALLI 0.000 2.000 L452 2.000 1/1 0.900 CSS 1 1000X1200<br />
6201846 P5101 01 KESHAVAPOOR TO GUNTURPALLI 0.000 2.000 L452 2.000 2/1 1.100 CSS 1 1000X1201<br />
6201846 P5101 01 KESHAVAPOOR TO GUNTURPALLI 0.000 2.000 L452 2.000 2/2 1.300 HP 1 300<br />
6201846 P5101 01 KESHAVAPOOR TO GUNTURPALLI 0.000 2.000 L452 2.000 2/3 1.500 HP 1 750<br />
6201846 P5101 01 KESHAVAPOOR TO GUNTURPALLI 0.000 2.000 L452 2.000 2/4 1.600 HP 1 750<br />
5203215 P5201 01 BHEEMDEVARAPALLI TO SAIDAPOOR 0.000 1.100 M32 1.100 1/1 0.400 RCS 4 750X900<br />
5203215 P5201 03 BHEEMDEVARAPALLI TO SAIDAPOOR 1.132 3.000 M32 1.868 2/2 1.450 HP 1 600<br />
5203215 P5201 03 BHEEMDEVARAPALLI TO SAIDAPOOR 1.132 3.000 M32 1.868 3/1 2.500 HP 2 750<br />
5203215 P5201 03 BHEEMDEVARAPALLI TO SAIDAPOOR 1.132 3.000 M32 1.868 3/2 2.700 HP 1 900<br />
5203215 P5201 04 BHEEMDEVARAPALLI TO SAIDAPOOR 3.000 5.750 M32 2.750 4/1 3.300 HP 2 900<br />
5203215 P5201 04 BHEEMDEVARAPALLI TO SAIDAPOOR 3.000 5.750 M32 2.750 5/1 4.100 HP 2 1800X1800<br />
5203215 P5201 04 BHEEMDEVARAPALLI TO SAIDAPOOR 3.000 5.750 M32 2.750 5/2 4.400 HP 1 300<br />
5203215 P5201 04 BHEEMDEVARAPALLI TO SAIDAPOOR 3.000 5.750 M32 2.750 5/3 4.500 HP 1 600<br />
5203215 P5201 04 BHEEMDEVARAPALLI TO SAIDAPOOR 3.000 5.750 M32 2.750 5/4 4.700 HP 1 450<br />
5203215 P5201 06 BHEEMDEVARAPALLI TO SAIDAPOOR 5.804 7.400 M32 1.596 8/1 7.400 CW 1 600<br />
5203215 P5201 08 BHEEMDEVARAPALLI TO SAIDAPOOR 7.431 8.200 M32 0.769 8/2 7.600 RCS 2 3000X1500<br />
_______________________________________<br />
Appendix E - Rate Analysis, Engineers Estimate Contract Schedules<br />
Revision 3 - August 2002<br />
_______________________________________ ____________________________________<br />
Page 30
Government of Andhra Pradesh<br />
Panchayati Raj Engineering Department Rural Road Maintenance Management<br />
SCHEDULE 5<br />
PERIODIC MAINTENANCE - CULVERT & DRAIN UPGRADING<br />
Contract No. : ………………………<br />
Name of Tenderer: …………………………………………..<br />
RNo RLNo RSNo RName ChF ChT CRRI No RSL CULVERT No LOCATION<br />
5203215 P5201 07 BHEEMDEVARAPALLI TO SAIDAPOOR 7.431 8.200 M32 0.769 9/1 8.010 HP 1 600<br />
5203215 P5201 10 BHEEMDEVARAPALLI TO SAIDAPOOR 8.250 11.500 M32 3.250 9/3 8.700 HP 1 600<br />
5203215 P5201 10 BHEEMDEVARAPALLI TO SAIDAPOOR 8.250 11.500 M32 3.250 10/1 9.350 HP 1 450<br />
CULVERT<br />
TYPE<br />
No OF<br />
VENTS VENT SIZE COMMENTS<br />
5203215 P5201 10 BHEEMDEVARAPALLI TO SAIDAPOOR 8.250 11.500 M32 3.250 10/2 9.500 RCS 2 1800X1500<br />
5203215 P5201 10 BHEEMDEVARAPALLI TO SAIDAPOOR 8.250 11.500 M32 3.250 11/1 10.350 HP 1 900<br />
5203215 P5201 10 BHEEMDEVARAPALLI TO SAIDAPOOR 8.250 11.500 M32 3.250 12/1 11.100 HP 1 600<br />
5203215 P5201 12 BHEEMDEVARAPALLI TO SAIDAPOOR 11.532 12.000 M32 0.468 12/3 11.800 HP 2 600<br />
5203215 P5201 12 BHEEMDEVARAPALLI TO SAIDAPOOR 11.532 12.000 M32 0.468 12/4 11.900 HP 1 600<br />
6201035 P5201 01 SOMARAM JUNCTION TO SAIDAPOOR 0.000 0.950 L404D 0.950 1/1 0.500 HP 1 600<br />
6201044 P5201 01 RAIKAL TO NALLANENITHANDA 0.000 3.000 L380 3.000 1/1 3.000 HP 1 600<br />
6201045 P5201 01 ZP ROAD RAMULAPALLI TO YELLAMPALLI 0.000 2.000 L404A 2.000 1/1 0.900 HP 1 300<br />
6201047 P5201 01 SOMARAM TO GARREPALLI 0.000 1.600 L381 1.600 1/1 0.050 CSS 1 1100X1500<br />
6201047 P5201 01 SOMARAM TO GARREPALLI 0.000 1.600 L381 1.600 1/2 0.025 HP 2 450<br />
6201047 P5201 01 SOMARAM TO GARREPALLI 0.000 1.600 L381 1.600 1/3 0.300 HP 1 750<br />
6201049 P5201 01 ZP ROAD TO AREPALLI 0.000 2.800 L382 2.800 1/1 0.400 HP 1 600<br />
6201052 P5201 01 ZP ROAD TO GUJJALAPALLI 0.000 1.200 L383 1.200 1/1 0.450 HP 3 450<br />
6201053 P5201 01 ZP ROAD TO RAIKALTHANDA 0.000 1.500 L384 1.500 1/1 0.100 HP 2 600<br />
6203141 P5201 01 KATRAPALLI TO AMMANAGURTHI 0.000 2.000 L378 2.000 1/1 0.100 HP 2 600<br />
6203141 P1201 01 KATRAPALLI TO AMMANAGURTHI 0.000 2.000 L378 2.000 1/2 0.600 HP 1 600<br />
6203141 P5201 01 KATRAPALLI TO AMMANAGURTHI 0.000 2.000 L378 2.000 1/3 0.900 CSS 1 3000X1200<br />
6203141 P5201 01 KATRAPALLI TO AMMANAGURTHI 0.000 2.000 L378 2.000 2/1 1.200 HP 1 600<br />
6203142 P5201 01 ZP ROAD TO SARVAIPETA 0.000 1.100 L47 1.100 1/1 0.010 HP 2 600<br />
6203142 P5201 01 ZP ROAD TO SARVAIPETA 0.000 1.100 L47 1.100 1/2 0.960 HP 1 600<br />
6203142 P5201 02 ZP ROAD TO SARVAIPETA 1.100 2.400 L47 1.300 2/1 1.110 HP 1 600<br />
6203142 P5201 02 ZP ROAD TO SARVAIPETA 1.100 2.400 L47 1.300 3/1 2.200 HP 1 600<br />
6203142 P5201 03 ZP ROAD TO SARVAIPETA 2.400 3.200 L47 0.800 3/2 2.500 RCS 1 1800X900<br />
6203142 P5201 03 ZP ROAD TO SARVAIPETA 2.400 3.200 L47 0.800 3/3 2.600 RCS 3 2400X1800<br />
6203142 P5201 04 ZP ROAD TO SARVAIPETA 3.200 5.300 L47 2.100 4/1 3.500 RCS 1 2000X900<br />
6203142 P5201 04 ZP ROAD TO SARVAIPETA 3.200 5.300 L47 2.100 6/1 5.300 RCS 2 3400X2000<br />
_______________________________________<br />
Appendix E - Rate Analysis, Engineers Estimate Contract Schedules<br />
Revision 3 - August 2002<br />
_______________________________________ ____________________________________<br />
Page 31
Government of Andhra Pradesh<br />
Panchayati Raj Engineering Department Rural Road Maintenance Management<br />
Contract No. : …………………………………………..<br />
Name of Tenderer : ………………………………………………..<br />
SCHEDULE 6<br />
PERIODIC MAINTENANCE<br />
RNo RLNo<br />
RS<br />
No Road Name ChF ChT<br />
Sub Division of Bheemdeverpalle<br />
CRRI<br />
No. Signs<br />
KM<br />
Posts<br />
5201000 P5601 01 MULKANOOR TO SRIPATHIPALLI 0.00 3.00 M30 3 1 3 0<br />
5201000 P5601 04 MULKANOOR TO SRIPATHIPALLI 8.00 10.61 M30 0 1 3 0<br />
6201001 P5601 01 KATKUR TO ANTHAKPET 0.00 0.52 L429C 0 0 1 0<br />
6201001 P5601 03 KATKUR TO ANTHAKPET 0.57 1.35 L429C 0 0 1 0<br />
6201001 P5601 05 KATKUR TO ANTHAKPET 1.38 2.80 L429C 0 0 1 0<br />
6201005 P5601 01 KOTHAKONDA TO VELAIR 0.00 1.30 L413 0 0 1 0<br />
6201005 P5601 02 KOTHAKONDA TO VELAIR 1.30 2.20 L413 0 0 1 0<br />
6201006 P5601 01 MALLARAM TO VEERLAGADDA THANDA 0.00 2.70 L423 3 3 3 5<br />
6201008 P5601 01 KANNARAM TO ICHULAPALLI 0.00 2.50 L427 2 3 2 10<br />
6201018 P5601 01 ZP ROAD TO CHANTAIAHPALLI 0.00 0.50 L421 0 0 1 0<br />
6201019 P5601 01 MALLARAM TO RASOOLPALLI 0.00 1.20 L422 3 2 2 0<br />
6201022 P5601 01 ZP ROAD TO CHAPATHANDA 0.00 1.00 L426 2 4 2 20<br />
6201029 P5601 01 MUTHARAM TO LAMBADITHANDA 0.00 2.00 L429B 0 1 1 0<br />
6201032 P5601 01 KATKUR TO MANIKYALAPALLI 0.00 2.00 L424 2 3 2 0<br />
6201033 P5601 01 KATKUR TO DASUTHANDA 0.00 2.00 L425 1 2 2 0<br />
6201033 P5601 02 KATKUR TO DASUTHANDA 2.00 4.00 L425 1 2 2 0<br />
6201750 P5601 01 PWD ROAD TO KOTHAPALLI 0.00 0.90 L429A 2 0 1 0<br />
6201750 P5601 02 PWD ROAD TO KOTHAPALLI 0.90 1.50 L429A 0 0 1 0<br />
6203058 P5601 01 ZP ROAD TO RATHNAGIRI 0.00 2.50 L41 0 1 1 0<br />
6203060 P5601 01 MULKANOOR TO NARAHARITHANDA 0.00 2.70 L419 1 2 2 0<br />
6203060 P5601 03 MULKANOOR TO NARAHARITHANDA 2.71 3.20 L419 1 2 3 0<br />
6203072 P5601 01 PWD ROAD TO RAMPOOR 0.00 0.80 L417 0 0 1 0<br />
6201059 P5101 01 INDIRANAGAR TO GOPALPOOR 0.00 0.24 L404 0 1 1 0<br />
6201059 P5101 02 INDIRANAGAR TO GOPALPOOR 0.24 2.20 L404 0 0 1 0<br />
6201059 P5101 03 INDIRANAGAR TO GOPALPOOR 2.20 2.50 L404 0 1 1 0<br />
6201035 P5201 01 SOMARAM JUNCTION TO SAIDAPOOR 0.00 0.95 L404D 1 1 4 0<br />
6201035 P5201 02 SOMARAM JUNCTION TO SAIDAPOOR 0.95 1.70 L404D 0 1 4 0<br />
6201035 P5201 03 SOMARAM JUNCTION TO SAIDAPOOR 1.70 3.00 L404D 0 1 1 0<br />
6201041 P5201 01 AMMANAGURTHI TO NALLARAMAIAHPALLI 0.00 1.20 L379 0 1 1 0<br />
6201044 P5201 01 RAIKAL TO NALLANENITHANDA 0.00 3.00 L380 1 1 1 0<br />
6201045 P5201 01 RAMULAPALLI TO YELLAMPALLI 0.00 2.00 L404A 0 1 1 0<br />
6201047 P5201 01 SOMARAM TO GARREPALLI 0.00 1.60 L381 1 1 1 0<br />
6201049 P5201 01 ZP ROAD TO AREPALLI 0.00 2.80 L382 0 1 1 0<br />
6201052 P5201 01 ZP ROAD TO GUJJALAPALLI 0.00 1.20 L383 0 1 1 10<br />
6201053 P5201 01 ZP ROAD TO RAIKALTHANDA 0.00 1.50 L384 1 1 1 0<br />
6203141 P5201 01 KATRAPALLI TO AMMANAGURTHY 0.00 2.00 L378 0 0 1 0<br />
6203141 P5201 02 KATRAPALLI TO AMMANAGURTHY 2.00 2.40 L378 0 1 1 0<br />
6203142 P5201 01 ZP ROAD TO SARVAIPET 0.00 1.10 L47 0 0 1 0<br />
6203142 P5201 02 ZP ROAD TO SARVAIPET 1.10 2.40 L47 0 1 1 0<br />
6203142 P5201 03 ZP ROAD TO SARVAIPET 2.40 3.20 L47 0 0 1 0<br />
6203142 P5201 04 ZP ROAD TO SARVAIPET 3.20 5.30 L47 0 1 1 0<br />
6203142 P5201 05 ZP ROAD TO SARVAIPET 5.30 7.00 L47 0 1 1 0<br />
Hecto<br />
Posts Guard Comment<br />
_______________________________________ _______________________________________ ____________________________________<br />
Appendix E - Rate Analysis, Engineers Estimate Contract Schedules<br />
Revision 3 - August 2002<br />
Page 32
Government of Andhra Pradesh<br />
Panchayati Raj Engineering Department Rural Road Maintenance Management<br />
SCHEDULE 7<br />
WORKS BY OTHER PROGRAMS<br />
Contract No. : ………………………<br />
Name of Tenderer: …………………………………………..<br />
Road No<br />
Link<br />
No<br />
Sec<br />
No<br />
Road Name From To CRRI<br />
Road Sec<br />
length<br />
Prog Comments<br />
BHEEMDEVERPALLE SUBDIVISION<br />
5201000 P5601 01 MULKANOOR TO SRIPATHIPALLI 0.000 3.000 M30 3.000 AP2 completion date 31/3/02<br />
5201000 P5601 02 MULKANOOR TO SRIPATHIPALLI 3.000 6.000 M30 3.000 AP2 completion date 31/3/02<br />
5201000 P5601 03 MULKANOOR TO SRIPATHIPALLI 6.000 8.000 M30 2.000 AP2 completion date 31/3/02<br />
5201000 P5601 04 MULKANOOR TO SRIPATHIPALLI 8.000 10.610 M30 2.610 AP2 completion date 31/3/02<br />
5201002 P5601 01 BHEEMDEVARAPALLI TO HUZURABAD 0.000 1.390 M31 1.390 AP2 completion date 15/4/02<br />
5201002 P5601 02 BHEEMDEVARAPALLI TO HUZURABAD 1.390 1.421 M31 0.031 AP2 completion date 15/4/02<br />
5201002 P5601 03 BHEEMDEVARAPALLI TO HUZURABAD 1.421 4.400 M31 2.979 AP2 completion date 15/4/02<br />
5201002 P5601 04 BHEEMDEVARAPALLI TO HUZURABAD 4.400 4.431 M31 0.031 AP2 completion date 15/4/02<br />
5201002 P5601 05 BHEEMDEVARAPALLI TO HUZURABAD 4.431 7.000 M31 2.569 AP2 completion date 15/4/02<br />
5201002 P5601 06 BHEEMDEVARAPALLI TO HUZURABAD 7.000 9.000 M31 2.000 AP2 completion date 15/4/02<br />
5201002 P5601 07 BHEEMDEVARAPALLI TO HUZURABAD 9.000 10.945 M31 1.945 AP2 completion date 15/4/02<br />
5201002 P5601 08 BHEEMDEVARAPALLI TO HUZURABAD 10.945 10.975 M31 0.030 AP2 completion date 15/4/02<br />
5201002 P5601 09 BHEEMDEVARAPALLI TO HUZURABAD 10.975 12.400 M31 1.425 AP2 completion date 15/4/02<br />
5203220 P5204 13 SHANIGARAM TO HUZURABAD 23.000 26.000 M49 3.000 AP2 completion date 31/3/02<br />
5203220 P5205 14 SHANIGARAM TO HUZURABAD 26.000 29.000 M49 3.000 AP2 completion date 31/3/02<br />
5203220 P5205 15 SHANIGARAM TO HUZURABAD 29.000 32.000 M49 3.000 AP2 completion date 31/3/02<br />
5203220 P5206 16 SHANIGARAM TO HUZURABAD 32.000 35.000 M49 3.000 AP2 completion date 31/3/02<br />
6201056 P5101 01 PWD ROAD TO DAMERA 0.000 2.000 L412 2.000 AP2 completion date 15/4/02<br />
6201056 P5101 02 PWD ROAD TO DAMERA 2.000 3.800 L412 1.800 AP2 completion date 15/4/02<br />
6203174 P5601 01 HAWALDARPALLI TO ERRABELLI 0.000 2.000 L45 2.000 AP2 completion date 31/3/02<br />
6203174 P5601 02 HAWALDARPALLI TO ERRABELLI 2.000 2.600 L45 0.600 AP2 completion date 31/3/02<br />
6203174 P5601 03 HAWALDARPALLI TO ERRABELLI 2.600 3.300 L45 0.700 AP2 completion date 31/3/02<br />
6203206 P5601 01 BT ROAD TO MUKTHANAYAK THANDA 0.000 0.200 L415 0.200 AP2 completion date 31/3/02<br />
6203206 P5601 02 BT ROAD TO MUKTHANAYAK THANDA 0.200 0.700 L415 0.500 AP2 completion date 31/3/02<br />
6203206 P5601 03 BT ROAD TO MUKTHANAYAK THANDA 0.700 1.200 L415 0.500 AP2 completion date 31/3/02<br />
6203206 P5601 04 BT ROAD TO MUKTHANAYAK THANDA 1.200 2.205 L415 1.005 AP2 completion date 31/3/02<br />
6203206 P5601 05 BT ROAD TO MUKTHANAYAK THANDA 2.205 2.232 L415 0.027 AP2 completion date 31/3/02<br />
6203206 P5601 06 BT ROAD TO MUKTHANAYAK THANDA 2.232 2.276 L415 0.044 AP2 completion date 31/3/02<br />
6203206 P5601 07 BT ROAD TO MUKTHANAYAK THANDA 2.276 2.303 L415 0.027 AP2 completion date 31/3/02<br />
6203206 P5601 08 BT ROAD TO MUKTHANAYAK THANDA 2.303 2.500 L415 0.197 AP2 completion date 31/3/02<br />
6203206 P5601 09 BT ROAD TO MUKTHANAYAK THANDA 2.500 2.900 L415 0.400 AP2 completion date 31/3/02<br />
6203206 P5601 10 BT ROAD TO MUKTHANAYAK THANDA 2.900 4.240 L415 1.340 AP2 completion date 31/3/02<br />
6203212 P5601 01 KOTHAKONDA TO DHARMARAM 0.000 0.450 L416 0.450 AP2 completion date 31/3/02<br />
6203212 P5601 02 KOTHAKONDA TO DHARMARAM 0.450 3.480 L416 3.030 AP2 completion date 31/3/02<br />
_______________________________________ _____________________________________________________________________<br />
Appendix E - Rate Analysis, Engineers Estimate Contract Schedules<br />
Revision 3 - August 2002<br />
Page 33