Nashik Sor 2012-13

7/28/2019 Nashik Sor 2012-13

1/211

MAHARASHTRA JEEVAN PRADHIKARAN

( Government of Maharashtra Undertaking )

SCHEDULE OF RATES

NASHIK REGION( Effect ive from 24-12-2012 )

FOR THE YEAR - 2012-2013

APPLICABLE FOR NASHIK REGION

MAHARASHTRA J EEVAN PRADHIKARAN WORKS

Countersigned For The Year 2012-2013

Maharashtra Jeevan Pradhikaran

Thane

7/28/2019 Nashik Sor 2012-13

2/211

From ToGovernment Resolutions

General Notes

A Materials

B Labour and Machinery

C Transportation

D Standard weight and Cement Consumption

E Excavation

F Iron & Structural Steel Work

G Plain & Reinforced Cement Concrete

H Misellaneous Works

I Pipes

I C.I./D.I.Pipes

II A.C. Pipes

III P.V.C.Pipes

IV G.I.Pipes

V Stoneware Pipes

VI R.C.C.Pipes

VII P.S.C.Pipes

VIII B.W.S.C. (Bar Wrapped steel Cylinder) Pipes

IX G.R.P.Pipes

XH.D.P.E.Pipes / M.D.P.E Pipes

XI P.C.C.P.Pipes

XII Pipe Appurtenances

XIII Mechanical J oints/Fittings

XIV M.S.Pipes

XV Fabrication of M.S.Pipes and Specials

XVI M.S.Pipes Laying

XVII Treatment Plants ( WTP - STP )

XVIII R.C.C. G.S.Rs and Sumps

XIX R.C.C. E.S.Rs

XX Chambers, Manholes and Drainage Drops

XXIWell Sinking and River Infiltration Works

J Ancillary items for Reservoirs

K Trial Run

L Drawings

MAHARASHTRA JEEVAN PRADHIKARANNashik Region

SCHEDULE OF RATES

FOR THE YEAR - 2012 - 2013

INDEX

SectionNo

Name of Section Page Nos.

7/28/2019 Nashik Sor 2012-13

3/211

GOVERNMENT RESOLUTIONS

7/28/2019 Nashik Sor 2012-13

4/211

7/28/2019 Nashik Sor 2012-13

5/211

50

20 50

1 2 3 4 5 6

1

1. (1)

2. (2)

3. -- " -- (3)

4. -- " -- (4)5. -- " -- (5)

6. -- " -- - (1)

7. -- " -- - (2)

2. 8. -- " -- (6)

9. -- " -- (7)

10. -- " -- (8)

11. -- " -- (9)12. -- " -- (10)

13. -- " -- (11)

14. -- " -- (12)

15. -- " -- (13)

16. -- " -- (14)

, . 1090/-163/39-, . 7 1990

- 1

7/28/2019 Nashik Sor 2012-13

6/211

1 2 3 4 5 6

17. -- " -- (15)

18. -- " -- (3)

3. 19. -- " -- (16)

20. -- " -- (17)

21. -- " -- (18)

22. -- " -- (19)

23. -- " -- (20)

24. -- " -- - (4)

4. 25. -- " -- (21)

26. -- " -- (22)

27. -- " -- (23)

28. -- " -- (24)

29. -- " -- (25)

30. -- " -- - (5)

5. 31. -- " -- (27)

32. -- " -- (28)

33. -- " -- (29)

34. -- " -- (30)

35. -- " -- (31)

36. -- " -- (32)

37. ()

-- " -- (32)

38. -- " -- (33)

6. 39. -- " -- (34)

40. (35)

7. 41. (36)

42. -- " -- (37)

43. ( )

-- " -- (38)

44. -- " -- (39)

45. -- " -- (40)

46. -- " -- (41)

7/28/2019 Nashik Sor 2012-13

7/211

1 2 3 4 5 6

47. -- " -- (42)

48. -- " -- (43)

49. -- " -- (44)

8. 50. -- " -- (45)

51. -- " -- (46)

52. -- " -- (47)

53. -- " -- (48)

54. -- " -- (49)

55. -- " -- (50)

56. -- " -- (51)

57. -- " -- (52)

58. -- " -- (6)

(7) ,

,

,

.

60. -- " -- (8)

9. 61. -- " -- (53)

10. 62. -- " -- (54)

63. -- " -- (55)

64. -- " -- (56)

65. -- " -- (57)

66. -- " -- (58)

67. -- " -- (59)

68. -- " -- (60)

69. -- " -- (61)70. -- " -- (62)

71. -- " -- (63)

11. 72. -- " -- (64)

73. -- " -- (65)

7/28/2019 Nashik Sor 2012-13

8/211

1 2 3 4 5 6

74. (66)

75. -- " -- (67)

76. -- " -- (68)

77. -- " -- (9) -

78. -- " -- (10)

12. 79. -- " -- (11)

80. -- " -- (12) -- " --

81. -- " -- (13) -- " --

82. -- " -- (14)

13. 83. -- " -- (69)

84. -- " -- (70)

14. 85. (15)

,

86. -- " -- (16)

15. 87. -- " -- (71)

16. 88. - (17)

17. 89. -- " -- - (18)

18. 90. -- " -- - (19)

91. -- " -- - (20)

92. (72) - -

7/28/2019 Nashik Sor 2012-13

9/211

1 2 3 4 5 6

93. -- " -- - (21)

19. 94. -- " -- - (22)

95. -- " -- - (23)

7/28/2019 Nashik Sor 2012-13

10/211

1)

1) 2) 3) 4) 5) 6) 7) 8)

1) 9) 10) 11) 12) 13) 14) 15) 16) 17) 18) 19) 20) 21) 22) 23) 24) 25) 26) 27) 28) 29) 30) 31) 32) 33) 34) 35) 36) 37)

2) 1) 2) 3) 4) 5) 6) 7) 8) 9) 10) 11) 12) 13) 14) 15) 16) 17) 18) 19) 20) 21) 29) 30) 31) 32) 33) 35) 36) 37) 38) 39)

40)

3)

1) 2) 3) 4) 5) 6) 7) 8) 9) 10) 11) 12) 13) 14) 15) 16) 17) 18) 19) 20) 21) 22) 23) 24) 25) 26) 27) 28) 29)

4)

1) 2) 3) 4) 5) 6) 7) 8) 9) 10) 11) 12) 13) 14) 15) 16) 17) 18) 19) 20) 21) 22) 23) 24) 25) 26) 27) 28) 29) 30) 31) 32) 33) 34) 35) 36) 37) 38) 39) 40) 41) 42) 43)

, .

1090/-163/39-, . 7 1990

- 2

Page 1

7/28/2019 Nashik Sor 2012-13

11/211

5)

1) 2) 3) 4) 5) 6) 7) 8) 9) 10) 11) 12) 13) 14) 15)

16) 17) 18) 19) 20) 21) 22) 23) 24) 25) 26) 27) 28)

6)

1) 2) 3) 4) 5) 6) 7) 8) 9) 10) 11) 12) 13) 14) 15) 16) 8) 19) 20) 21) 22) 23) 24) 25) 26) 27) 28) 29) 30) 31) 32) 33) 34) 35) 36) 37) 38) 39) 40) 41) 42) 43) 44) 45) 46) 47) 48) 49) 50) 51) 52) 53) 54) 55) 56) 66) 67) 68) 69) 70)

71) 72) 73) 74) 75) 76) 77) 78) 79) 80) 81) 82)

7)

1) 2) 3) 4) 5) 6) 7) 8) 9) 10) 11) 12) 13) 14) 15) 16) 17) 18) 19) 20) 21) .

8)

1) 2) 3) 4) 5) 6) 7) 8) 9) 10) 11) 12) 13) 14) 15) 16) 17) 18) 19) 20) 21) 22) 23) 24)

9)

1) 2) 3) 4) 5) 6) 7) 8) 9) 10) 11) 12) 13) 14) 15) 16) 17) 18) 19) 20) 21) 22) 23) 24) 25) 26) 27)

10)

1) 2) 3) 4) 5) 6) 7) 8) 9) 10) 11) 12) 13) 14) 15) 16) 17)

Page 2

7/28/2019 Nashik Sor 2012-13

12/211

11)

1) 2) 3) 4) 5) 6) 7) 8) 9) 10) 11) 12) 13) 14) 15) 16) 17) 18)

12)

1) 2) 3) 4) 5) 6) 7) 8) 9)

13)

1) 2) 3) 4) 5) 6) 7) 8) 9) 10) 11) 12) 13) 14)

14)

1) 2) 3) 4) 5) 6) 7) 8) 9) 10) 11) 12)

15)

1) 2) 3) 4) 5) 6) 7) 8) 9) 10) 11) 12) 13) 14) 15)

16) 17) 16) 17) 18) 19) 20) 21) 22)

16)

1) 2) 3) 4) 5) 6) 7) 8) 9) 10) 11) 12) 13) 14) 15) 16) 17) 18) 19) 20) 21) 22) 23) 24) 25) 26) 27) 28) 29)

17)

1) 2) 3) 4) 5) 6) 7) 8) 9) 10) 11) 12) 13) 14) 15) 16) 17) 18) 19) 20) 21) 22) 23) 24) 25) 26) 27) 28) 29) 30)

18)

1) 2) 3) 4) 5) 6) 7) 8) 9) 10) 11) 12) 13) 14) 15) 16) 17) 18) 19) 20) 21) 22) 23) 24) 25) 26) 27) 28) 29) 30) 31) 32) 33) 34) 35) 36) 37) 38) 39) 40) 41) 42) 43) 44) 45) . 46) 47) 48)

Page 3

7/28/2019 Nashik Sor 2012-13

13/211

19)

1) 2) 3) 4) 5) 6) 7) . 8) 9) 10) 11) 12) 13) 14) 15) 16) 17) 18) 19) 20) 21) 22) 23) 24) 25) 26) 27) 28)

29)

20)

1) 2) 3) 4) 5) 6) 7) 8) 9) 10) 11) 12) 13) 14) 15) 16) 17) 18) 19) 20) 21) 22) 23) 24) 25) 26) 27) 28) 29) 30) 31) 32) 33) 34) 35) 36) 37) 38) 39) 40) 41) 42) 43) 44) 45) . 46) 47) 48) 49) 50) 51) 52) 53) 54) 55) 56) 57) 58) 59) 60) 61)

62) 63) 64) 65) 66)

21)

1) 2) 3) 4) 5) 6) 7) 8) 9) 10) 11) 12) 13) 14) 15) 16) 17) 18) 19) 20) 21) 22) 23) 24) 25) 26) 27) 28) . 29) 30) 31) 32) 33) 34) 35) 36) 37) 38) 39) . 40) 41) 42) 43) 44) 45) 46) 47) 48) 49) 50) 51) 52) 53) 54) 55) 56)

22)

1) 2) 3) . 4) 5) 6) 7) 8) 9) 10) . 11) 12) 13) 14) 15) 16) 17) 18) 19) 20) 21) 22) 23) 24) 25) 26) 27) 28) 29) 30) 31) 32)

Page 4

7/28/2019 Nashik Sor 2012-13

14/211

23)

1) 2) 3) 4) 5) 6) 7) 8) 9) 10) 11) 12) 13) 14) 15) 16) 17) 18) 19) 20) 21) 22) 23) 24) 25) 26) 27) 28)

29) 30) 31) 32) 33) 34) 35) 36) 37) 38) 39) 40)

Page 5

7/28/2019 Nashik Sor 2012-13

15/211

1

2

3

4

5

6

7

8

9

Area

a Works in Corporation area

b Works in Municipal areas

c Works in tribal area / hilly and inaccesible areas

d Suger cane area

e Prison / J ail area

f Defence area

g Excavation for pipeline work along National Highway 10%

For mechanical and electrical items related to water supply and sewerage schemes, CSR

for 2012-2013 prepared by Superintending Engineer (Mechanical ), Maharashtra J eevan

Pradhikaran shall be adopted.

Following increase in % over normal schedule of rates of M.J .P. for 2012-2013 will be

applicable. (Ref. PWD GR. No. DSR/1091/CR-6577/Planning-3,dated 08/07/2003)

% Increase

5%

20%

5%

15%

MAHARASHTRA JEEVAN PRADHIKARAN

NASHIK REGION

SCHEDULE OF RATES FOR THE YEAR 2012-2013

GENERAL NOTES

These rates are applicable to all MJ P works in the NASHIK REGION with effect from

dated 24.12.2012

Item of excavation is inclusive of normal manual dewatering, however, seperate item for

dewatering shall be proposed in the estimate where underground water is anticipated in

significant magnitude.

2%

10%

The rates of excavation for O & M works where limited working space is available and

work is required to be carried out on emergency basis, the rate should be adopted as per

the actual rate analysis which shall be approved by concerned S.E. for that particular

work only.

Rates for all items are inclusive of all taxess levied by Central Government, StateGovernment or Local Bodies.Labour rates are inclusive of EPF 12.5 % . These rates are

applicable only for tendered works,these rates should be reduced by 12.50 % of labour part when

works are to be carried out on piecemeal works and other small works without tendering.

For all completed items, initial lead of 5 kms. is considered for collection of materials like

sand, bricks, metal, stone etc. Appropriate addition for lead charges excluding loading ,

unloading for these materials shall be done while estimation.

These rates are applicable to water supply and sewerage schemes and its allied works

only. Rates for Items required for general construction, buildings, roads, Irrigation Works etc.

shall be adopted from the current schedule of rates of P.W.D. or Irrigation Deptt. in

respective areas. For bore wells, CSR. of GSDA shall be followed. Increase in percentage

over normal schedule of rates will also be as per norms of respective C.S.R.

As per Government Notification No. 25/2012/service tax dated 20 June 2012 point no. 12 E

Service tax exempted for pipeline, conduit or plant for i) Water supply ii) Water treatment or iii)

Sewerage treatment or disposal

7/28/2019 Nashik Sor 2012-13

16/211

h Excavation for Dist.system pipe lines,Sewerage system in

towns

10%

7/28/2019 Nashik Sor 2012-13

17/211

10

11

12

13

14

Materiala Cement

b Mild Steel

c Tor Steel/CTD bars

d Structural Steel

e Corrosion Resistant Steel (Fe 500)

f M.S.Plate

15

16

17

18

19

20

10 % of cost of items of water retaining structures, such as GSR/ESR/MBR shall be

retained till satisfactory hydraulic testing is given as per IS code.

10 % of cost of total sub-work of pipeline work shall be retained, till satisfactory hydraulic

test is given, as per IS code.

Details of standard cement consumption and standard weight of various pipes are

incorporated in this CSR .

Rates for supply of various types of pipes, specials and valves are inclusive of excise

duty, central sales tax and VAT, third party inspection charges, storage charges, overhead

charges and transportation of materials upto divisional stores and stacking.

In case more than one percentage increase on basic rates becomes admissible, instead

of adding both, the higher percentage only be taken. (e.g. if any Municipal Council falls in

hilly area, then additional percentage in rates will be only 10 % and not with 2 % +10 %).

This additional percentage is only on completed item of work and not applicable to items

of providing of materials like steel, pipes, valves, specials etc

For hilly and inaccessible areas / Tribal areas approved by Government, Planning

Department's Circular Nos.(1)1089/CR-66/Plan-19,DT.23/11/1990 and (2) 1094/P-36/K-1455dt.02/09/1994, shall be followed (refer pages 347 onwords). In addition to amendment

notification by the planning deptt. time to time.

For Action Plan Notified Area, Government's Circular in force from time to time shall be

followed.

Whenever basic rates of completed items are increased by percentage given at Sr. No. 9,

the issue rates of materials to be supplied by the Department ( if any) shall be increased

by same percentage.

This schedule of rates is based on following basic rates for important materials.

48875

49000

Rate in Rs. Per MT.6200

48000

48300

48875

Cost of carting of pipes and valves from departmental stores to site of work is not

considered in rate analysis, hence this item must be incorporated in each scheme. While

inviting tenders if supply is from departmental store, then this item shall appear in the

tender, and if the supply is by contractor then this item shall not appear in the tender,

even though same is provided in sanctioned scheme, because the contractor is supposed

to bring the pipes and valves directly at site.

Though the contractor is required to do refilling before hydraulic testing to avoid traffic

hurdle, no payment for refilling of the trenches of pipeline shall be payable till satisfactory

hydraulic testing is given. Re-excavation required if any, during testing, shall be done by

the contractor at his own cost.

7/28/2019 Nashik Sor 2012-13

18/211

21

22

23

24

25

26

27

28

29

30

31

32

3) Pipes of outer diameter exceeding 100 mm, when such pipes are integral part of the wtaer

supply project;

However, necessary certificate from Project Authority i.e. District Collector /Dy.Commissioner

shall be obtained.

Rates given in this CSR are for estimation purpose only.

The makes of Sluice / Butterfly valves etc. to be used for inlet / outlets of ESRs / GSRs / MBRs /

Pumping main / Rising main and WTP should be from approved makes of M.J .P .

Mechanical CSR rates for respective items shall be followed while estimation and the list of

approved makes shall be given in the item.

In case of supply of pipes / valves etc. by contractor, only 85% payment shall be released

after supply and 15% after satisfactory hydraulic testing.

Provision for octroi charges for pipes specials and valves is not considered in the CSR 2012

2013. P rovision of 4 % of cost for pipes specials and valves to be used in corporation area

shall be made while framing the estimate for works included in corporation limit. Octroi

charges shall be reimbursed to contractor on production of receipt for payment formaterials actully to be used in corporation area, if there specific provision to that effect in

the contract.

For use of ready mix cement concrete, prior permission of the Chief Engineer must be

obtained.

AC / PVC/HDPE pipes shall not be used in Urban Areas.

Capacity of Unconventional / conventional Treatment Plants shall be rounded to nearest 0.5

Mld- always on higher side i.e. if WTP of 2.37 Mld is required; it shall be rounded to 2.5

Mld. For WTP having capacity less than 0.5 mld, package type WTP should be

considered.

For Dams , Balancing Tanks , Aerated Lagoons and similar structures, the rates for Film

membranes as per prevailing rates for Irrigation Department will be followed.

Capacity of ESR / GSR to be constructed shall be rounded to nearest 1000 litres always

on higher side i.e. if required capacity is 1,23,570 litre, it shall be rounded to 1,24,000

litre. Similarly, if required capacity is 8,26,070 litre, it shall be rounded to 8,27,000 litre.

1) All items of machienery, including instruments, apparatus & applicances, auxillary equipments

& their components/parts required for setting of water treatment plant;

2) Pipes needed for delivery of water from its source to the plant (including the clear treated water

reservoir, if any, thereof) and from there to the first storage point;

As per Govt.Circular, Materials used for drinking water supply scheme upto first storage point and

pipes of more than 100 mm Dia are exampted from excise duty. However, necessary certificate

from project authority I.e. Distrct Collector / Dy. Commissioner shall be obtained.Also examption

from excise duty is applicable for following conditions.

Provision for insurance at 1% is considered in Rate analysis of CSR 2012-2013. These rates are

applicable only for tendered works,these rates should be reduced by 1 % of total rate when works

are to be carried out on piecemeal works and other small works without tendering.

7/28/2019 Nashik Sor 2012-13

19/211

33

34

35

As per Govt.Circular No.DSR-1090/CR-6453/PLN-3, Dated 14.7.1993 1% for labour amenities is

not considered in the DSR except concrete item while arriving the rates.

As per Govt. in Industries & Power G.R. No.BCA-2009/CR-108/Labour 7-A, Dated 17.6.10, 1%

cess on labour welfare is not considered in the DSR while arriving the rates.

The royalty charges are considered in the rate analysis of CSR 2012-13 As per Government

Resolution No. Rev and forest Dept Gaukhani 10/1009/ Pra.Kra.309/Kha. Mantralaya

dt.11.2.2010.

7/28/2019 Nashik Sor 2012-13

20/211

Sr.No. Description Unit Rate ( in Rs.)

2012-20131 2 3 4

1 Acetylene Gas Cylinder 650.002 Alum grade I (ex. Factory) MT. 8000.00

3 Binding wire Kg 60.004 Black enamel paint (anti-corrossive) Ltr. 187.005 Bricks (Delivery at site of work) No 5.506 Bullies,Struts (125mm dia 1.5 m long) RMT. 187.007 C.C.T.W. planks (3"X6") Cum. 72000.008 Cement in bags Bag 310.009 Cement M.T. 6200.0010 Cement Sulpher resistant M.T. 6600.0011 Charcol Kg. 22.0012 Coarse sand Cum 800.00

13 Corrosion Resistant Steel MT 48875.0014 Diesel Ltr. 52.3515 Epoxy paint Kg. 435.0016 Fuse No 14.3017 Gunpowder Kg 110.0018 Kaserde Sand (For Morter lining Work) At Source Cum 1092.0019 Liquid Chlorine 900 Kg.tonner (At Site includind loading

unloading and transportation)

MT. 14715.00

20 Lubricant oil Ltr. 241.5021 M.S. angle (50mmX50mmX6mm) Kg. 48.30

22 M.S.Bars M.T. 48000.0023 M.S.Bars Kg. 48.0024 M.S. flats (40 mm X 3 mm) Kg. 48.3025 M.S. plates Kg. 49.0026 Mild steel grill ready Kg. 69.0027 Mild steel grilled railing Kg. 69.0028 Mobile oil Ltr. 225.0029 Murum Cum 275.0030 Nails Kg. 65.0031 Nut-bolts Kg. 85.00

32 Oxigen Gas Refil No 340.0033 Plywood Commercial 12 mm thick for centering Sqm. 730.0034 Polling boards Cum. 19800.0035 R.S. joists,channels,etc. MT. 48875.0036 Rapid Sand Gravity Filter Gravel at source Cum. 1035.00

SECTION - A : MATERIALS

7/28/2019 Nashik Sor 2012-13

21/211


2012-201337 Rapid Sand Gravity Filter Media at

source(Godhra/Gokak,Kanhan,Yesgi Sand)

Cum. 1035.00

38 Ready mixed lead / zinc paint Ltr. 195.0039 Ready mixed oil paint Ltr. 231.0040 Ready mixed primer for steel Ltr. 154.00

41 Rubber gasket (8mm thick) Kg. 94.0042 Rubble Cum 385.0043 Sand Cum 977.0044 Spun yarn kg. 95.0045 Stone aggregate - 10 mm dia Cum 850.0046 Stone aggregate - 20 mm dia Cum 800.0047 Stone aggregate - 40 mm dia Cum 747.0048 Structural Steel MT 48875.0049 TCL(Bleaching Powder)Grade I in 25 kg. Bags Kg. 25.0050 Teak wood Cum. 72000.00

51 Tor steel M.T. 48300.0052 Walling(100mm X 100mm) Cum. 16500.0053 Welding Rod having weight 5.25 Kg Box 1370.0054 White cement Kg. 30.0055 White lead Kg. 150.0056 Wire Kg. 65.00

7/28/2019 Nashik Sor 2012-13

22/211


2012-2013

1 2 3 4

1 Assistant fitter No 327.00

2 Bandhani No 327.00

3 Bhisti (with pakhal) No 260.00

4 Black smith ( II nd class) No 303.00

5 Breaker No 315.00

6 Carpenter ( 1 st class) No 394.00

7 Carpenter ( 2 nd class) No 327.00

8 Chaiseller No 315.00

9 Computer operator(Data entry oprator) No 424.00

10 Electrcian No 363.00

11 Excavator No 278.00

12 Fitter ( 1 st class) No 375.00

13 Glazier No 278.00

14 Helper No 260.00

15 Hole driller No 285.00

16 Mali No 260.00

17 Mason ( I st class) No 394.00

18 Mason ( II nd class) No 285.0019 Mazdoor (female) No 260.00

20 Mazdoor (heavy) No 285.00

21 Mazdoor ( light) No 260.00

22 Mazdoor (male) No 260.00

23 Maistry No 315.00

24 Mukadam No 315.00

25 Painter (for colouring) No 315.00

26 Painter No 303.00

27 Painter for epoxy paint No 327.0028 Plumber No 339.00

29 Polisher No 315.00

30 Pump driver No 303.00

31 Stone cutter or dresser No 339.00

SECTION - B : LABOUR AND MACHINERY

7/28/2019 Nashik Sor 2012-13

23/211


2012-2013

32 Tile layer No 399.00

33 Tile turner No 303.00

34 Vehicle Driver ( Light ) No 339.0035 Welder No 394.00

36 Welder for Pipe-line No 290.00

37 White washer No 303.00

38 Wireman No 285.00


2012-20131 De sludging/ De silting pump Day 2400

2 J eep hire charges with driver and fuel

(Upto 300 KM.)

Day3000

3 Pipe cutter with operator Day 1250

4 Rent charges of chain pully block with tripod Day 510

5 Rent charges for pump exculding oprator

& excluding fuel

BHP/Day 170

6 Rent of mechanical mixer with fuel and crew Day 2500

7 Rent of vibrator with fuel and crew Day 900

8 Plate belnder Day 1000

9 Rent for welding set with electric set Day 1200

10 Rent for welding set with generator set Day 2400

11 Rent for Compressor with fuel Day 2550

12 Rent for Concrete breaker & Compressor Day 2750

13 Rent for poclain HR 2300

14 Rent for Crane HR 1400

15 Rent for J CB HR 1100

16 Truck hire charges upto 20 km Day 2650

17 Truck hire charges for 20 km to 50 km Day 2400

18 Truck hire charges for 50 km & above Day 2150

MACHINERY

7/28/2019 Nashik Sor 2012-13

24/211

Sr.

No.

Item of work Unit Collecting the

railway receipt

etc & unloadingthe consignment

from railway

wagon & keeping

on railway

platform

consignment

booked in.

Lifting the

material

fromrailway

platform,

loading

Unloading

into truck.

Loading

the material

into truckfrom

department

al store or

site of

work.

Unloading

the material

from truckincluding

stacking in

department

al stores or

site of

work.

1 2 3 4 5 6 7

(A) MANUAL HANDLING

(Weight up to & including 300 kg.)

1 C.I. / D.I. /M.S./H.D.P.E. pipes of all classesupto & including 200 mm dia. Pipes of any

length.

M.T. 297.00 365.00 94.00 94.00

2 R.C.C. pipes of all classes upto & including

350 mm dia.

M.T. 297.00 365.00 94.00 94.00

3 A.C. pipes of all classes & dia. M.T. 157.00 221.00 56.00 56.00

4 P.V.C. pipes of all classes & dia. M.T. 157.00 221.00 56.00 56.00

5 Al l other materials such as C.I. Specials of

individual weight upto 300 kg.

M.T. 297.00 365.00 94.00 94.00

6 Mild steel / for steel / R.S.J . M.T. 187.00 253.00 141.00 141.00

7 Cement / bleaching powder / alum. M.T. 91.00 137.00 70.00 70.00

(B) CRANE HANDLING (Materials

having individual weight above 300 kg.)

1 C.I./D.I./B.W.S.C./ M.S./ R.C.C. pipes of allclasses having individual weight more than

300 kg. & alsoother heavy materials, valves,

machinery having individual weight more than

300 kg.

M.T. 201.00 254.00 181.00 181.00

SECTION - C : TRANSPORTATION STATEMENT I 2012-2013

1)The above rates in col. 1 to 5 are applicable only for Railway clearence purpose and not for other carting.

2) The rates given in col. 6 to 7 shall be adopted for estimate purpose only, however actual quotations / D- tender will

prevail.

3) Irrespective of supply of C.I./D.I. Pipes as per rate contract when pipes are directly supplied by the firms by road

railway freight upto destination station and carting as per schedule from Railway Station to work site is allowed In such

cases rate of Mathadi Kamgar shall not be applicable for carting and normal loading, unloading carting shall be

allowed.

7/28/2019 Nashik Sor 2012-13

25/211

Lead Av. No. of Km. Litres of cost of Lit. of cost of cost of 6 Hire Total cost Add

in km Speed Trips(N)= Done diesel diesel @ Mobile M.Oil @ mazdoor charges (6+8+ overh

8/ ((2L/S) (2NL+6) cons 52.35 / lit oil con- 225/lit of truck 9+10) charg+1) umed sumed /day Rs. Per

day

1 2 3 4 5 6 7 8 9 10 11

0.5 15 7.5 13.5 4.5 235.58 0.096 21.6 1923.75 2650 4830.93 48

1 16 7.11 20.22 6.74 352.84 0.144 32.4 1923.75 2650 4958.99 4

1.5 16.5 6.77 26.31 8.77 459.11 0.188 42.3 1923.75 2650 5075.16 50

2 17 6.48 31.92 10.64 557 0.228 51.3 1923.75 2650 5182.05 5

2.5 17.25 6.2 37 12.33 645.48 0.264 59.4 1923.75 2650 5278.63 52

3 17.5 5.96 41.76 13.92 728.71 0.298 67.05 1923.75 2650 5369.51 53

3.5 17.75 5.74 46.18 15.39 805.67 0.33 74.25 1923.75 2650 5453.67 54

4 18 5.54 50.32 16.77 877.91 0.359 80.78 1923.75 2650 5532.44 55

4.5 18.25 5.36 54.24 18.08 946.49 0.387 87.08 1923.75 2650 5607.32 56

5 18.5 5.19 57.9 19.3 1010.36 0.414 93.15 1923.75 2650 5677.26 56

6 18.75 4.88 64.56 21.52 1126.57 0.461 103.73 1923.75 2650 5804.05 58

7 19 4.61 70.54 23.51 1230.75 0.504 113.4 1923.75 2650 5917.9 598 19.183 4.36 75.76 25.25 1321.84 0.541 121.73 1923.75 2650 6017.32 60

9 19.6 4.17 81.06 27.02 1414.5 0.579 130.28 1923.75 2650 6118.53 6

10 20 4 86 28.67 1500.87 0.614 138.15 1923.75 2650 6212.77 62

15 25 3.64 115.2 38.4 2010.24 0.823 185.18 1923.75 2650 6769.17 67

20 25 3.08 129.2 43.07 2254.71 0.923 207.68 1923.75 2650 7036.14 70

25 25 2.67 139.5 46.5 2434.28 0.996 224.1 1923.75 2400 6982.13 69

30 25 2.35 147 49 2565.15 1.05 236.25 1923.75 2400 7125.15 7

35 30 2.4 174 58 3036.3 1.243 279.68 1923.75 2400 7639.73 76

40 30 2.18 180.4 60.13 3147.81 1.289 290.03 1923.75 2400 7761.59 77

45 30 2 186 62 3245.7 1.329 299.03 1923.75 2400 7868.48 78

50 30 1.85 191 63.67 3333.12 1.364 306.9 1923.75 2400 7963.77 79

60 30 1.6 198 66 3455.1 1.414 318.15 1923.75 2150 7847 7

70 30 1.41 203.4 67.8 3549.33 1.453 326.93 1923.75 2150 7950.01

80 30 1.26 207.6 69.2 3622.62 1.483 333.68 1923.75 2150 8030.05 8090 30 1.14 211.2 70.4 3685.44 1.509 339.53 1923.75 2150 8098.72 80

100 40 1.33 272 90.67 4746.57 1.943 437.18 1923.75 2150 9257.5 92

STATEMENT II

Including loading, unloading and stacking

7/28/2019 Nashik Sor 2012-13

26/211

Lead Av. No. of Km. Litres of cost of Lit. of cost of cost of 6 Hire Total cost Add


8/ ((2L/S) (2NL+6) cons 52.35.0 / litoil con- 225/lit of truck 9+10) charg

+1) umed sumed /day Rs. Per

day

125 40 1.1 281 93.67 4903.62 2.007 451.58 1923.75 2150 9428.95 9

150 40 0.94 288 96 5025.6 2.057 462.83 1808.33 2150 9446.76 94

175 40 0.82 293 97.67 5113.02 2.093 470.93 1577.48 2150 9311.43 93

200 40 0.73 298 99.33 5199.93 2.129 479.03 1404.34 2150 9233.3 92

250 40 0.59 301 100.33 5252.28 2.15 483.75 1135.01 2150 9021.04 9

300 45 0.56 342 114 5967.9 2.443 549.68 1077.3 2150 9744.88 97

400 45 0.43 350 116.67 6107.67 2.5 562.5 827.21 2150 9647.38 96

500 45 0.34 346 115.33 6037.53 2.471 555.98 654.08 2150 9397.59 93

600 45 0.29 354 118 6177.3 2.529 569.03 557.89 2150 9454.22 94

700 45 0.25 356 118.67 6212.37 2.543 572.18 480.94 2150 9415.49 94

800 45 0.22 358 119.33 6246.93 2.557 575.33 423.23 2150 9395.49 93

900 45 0.2 366 122 6386.7 2.614 588.15 384.75 2150 9509.6 95

1000 45 0.18 366 122 6386.7 2.614 588.15 346.28 2150 9471.13 94

Note: 1) No. of trips in a working of 8 hours N=8 / (2(L+S) +1) where L =Lead in kmand S =speed, 1 hour is allowed for loading

2) Consumption of diesel taken as 3 km / litre

3) Consumption of Mobile oil taken as 140 km / litre

4) In col. 4, 6 hours has been added for movement from

parking place to duty and back

5) Cost of diesel @52.35/ litre and cost of mobile @ Rs 225/litre

Hire charges for truck Rs 2650 / Day upto 20 KM , Rs 2400/ Day from 20 to 50 KM, & Rs 2150/Day from 50 KM and

6) Labour required for loading unloading and stacking after the

No. of trips reduced below 1 is factorised with actual number of trip.

7/28/2019 Nashik Sor 2012-13

27/211

Lead Av. No. of Km. Litres of cost of Lit. of cost of cost of 6 Hire Total cost Add 1


8/ ((2L/S) (2NL+6) cons 52.35 / lit oil con- 225/lit of truck 9+10) charg+1) umed sumed /day Rs. Per

day

1 2 3 4 5 6 7 8 9 10 11

0.5 15 7.5 13.5 4.5 235.58 0.096 21.6 0 2650 2907.18 29

1 16 7.11 20.22 6.74 352.84 0.144 32.4 0 2650 3035.24 30

1.5 16.5 6.77 26.31 8.77 459.11 0.188 42.3 0 2650 3151.41 3

2 17 6.48 31.92 10.64 557 0.228 51.3 0 2650 3258.3 32

2.5 17.25 6.2 37 12.33 645.48 0.264 59.4 0 2650 3354.88 33

3 17.5 5.96 41.76 13.92 728.71 0.298 67.05 0 2650 3445.76 34

3.5 17.75 5.74 46.18 15.39 805.67 0.33 74.25 0 2650 3529.92 35

4 18 5.54 50.32 16.77 877.91 0.359 80.78 0 2650 3608.69 36

4.5 18.25 5.36 54.24 18.08 946.49 0.387 87.08 0 2650 3683.57 36

5 18.5 5.19 57.9 19.3 1010.36 0.414 93.15 0 2650 3753.51 37

6 18.75 4.88 64.56 21.52 1126.57 0.461 103.73 0 2650 3880.3 387 19 4.61 70.54 23.51 1230.75 0.504 113.4 0 2650 3994.15 39

8 19.183 4.36 75.76 25.25 1321.84 0.541 121.73 0 2650 4093.57 40

9 19.6 4.17 81.06 27.02 1414.5 0.579 130.28 0 2650 4194.78 4

10 20 4 86 28.67 1500.87 0.614 138.15 0 2650 4289.02 4

15 25 3.64 115.2 38.4 2010.24 0.823 185.18 0 2650 4845.42 48

20 25 3.08 129.2 43.07 2254.71 0.923 207.68 0 2650 5112.39 5

25 25 2.67 139.5 46.5 2434.28 0.996 224.1 0 2400 5058.38 50

30 25 2.35 147 49 2565.15 1.05 236.25 0 2400 5201.4 52

35 30 2.4 174 58 3036.3 1.243 279.68 0 2400 5715.98 5

40 30 2.18 180.4 60.13 3147.81 1.289 290.03 0 2400 5837.84 58

45 30 2 186 62 3245.7 1.329 299.03 0 2400 5944.73 59

50 30 1.85 191 63.67 3333.12 1.364 306.9 0 2400 6040.02

60 30 1.6 198 66 3455.1 1.414 318.15 0 2150 5923.25 59

70 30 1.41 203.4 67.8 3549.33 1.453 326.93 0 2150 6026.26 6080 30 1.26 207.6 69.2 3622.62 1.483 333.68 0 2150 6106.3 6

90 30 1.14 211.2 70.4 3685.44 1.509 339.53 0 2150 6174.97 6

STATEMENT III

Excluding loading, unloading and stacking

7/28/2019 Nashik Sor 2012-13

28/211

Lead Av. No. of Km. Litres of cost of Lit. of cost of cost of 6 Hire Total cost Add 1


8/ ((2L/S) (2NL+6) cons 52.35 / lit oil con- 225/lit of truck 9+10) charg

+1) umed sumed /day Rs. Per

day

100 40 1.33 272 90.67 4746.57 1.943 437.18 0 2150 7333.75 73

125 40 1.1 281 93.67 4903.62 2.007 451.58 0 2150 7505.2 75

150 40 0.94 288 96 5025.6 2.057 462.83 0 2150 7638.43 76

175 40 0.82 293 97.67 5113.02 2.093 470.93 0 2150 7733.95 7

200 40 0.73 298 99.33 5199.93 2.129 479.03 0 2150 7828.96 7

250 40 0.59 301 100.33 5252.28 2.15 483.75 0 2150 7886.03 7

300 45 0.56 342 114 5967.9 2.443 549.68 0 2150 8667.58 86

400 45 0.43 350 116.67 6107.67 2.5 562.5 0 2150 8820.17 88

500 45 0.34 346 115.33 6037.53 2.471 555.98 0 2150 8743.51 87

600 45 0.29 354 118 6177.3 2.529 569.03 0 2150 8896.33 88

700 45 0.25 356 118.67 6212.37 2.543 572.18 0 2150 8934.55 89

800 45 0.22 358 119.33 6246.93 2.557 575.33 0 2150 8972.26 89

900 45 0.2 366 122 6386.7 2.614 588.15 0 2150 9124.85 9

1000 45 0.18 366 122 6386.7 2.614 588.15 0 2150 9124.85 9

7/28/2019 Nashik Sor 2012-13

29/211

Lead in kmCost / trip Lime murum

building

rubbish

Earth Manure or

sludge

Excavated

rock

Sand

stone

aggregate40 mm &

below

Aggregate

40 mm &

above

Soling

stone

Concrete

block

(form)

Timber

1 2 3 4 5 6 7 8 9 10 11

Pay load 6.0 cum 4.8 cum 5.52 cum 3.0 cum 5.75 cum 5.5 cum 4.7 cum 6.0 cum 5.0 cum

0.5 708.54 118.09 147.61 128.36 236.18 123.22 128.83 150.75 118.09 141.71

1 767.21 127.87 159.84 138.99 255.74 133.43 139.49 163.24 127.87 153.44

1.5 824.62 137.44 171.8 149.39 274.87 143.41 149.93 175.45 137.44 164.92

2 879.67 146.61 183.26 159.36 293.22 152.99 159.94 187.16 146.61 175.93

2.5 936.53 156.09 195.11 169.66 312.18 162.87 170.28 199.26 156.09 187.31

3 991.02 165.17 206.46 179.53 330.34 172.35 180.19 210.86 165.17 198.2

3.5 1045.13 174.19 217.74 189.34 348.38 181.76 190.02 222.37 174.19 209.03

4 1098.5 183.08 228.85 199 366.17 191.04 199.73 233.72 183.08 219.7

4.5 1150.76 191.79 239.74 208.47 383.59 200.13 209.23 244.84 191.79 230.15

5 1203.27 200.55 250.68 217.98 401.09 209.26 218.78 256.01 200.55 240.65

6 1308.29 218.05 272.56 237.01 436.1 227.53 237.87 278.36 218.05 261.66

7 1412.08 235.35 294.18 255.81 470.69 245.58 256.74 300.44 235.35 282.42

8 1518.13 253.02 316.28 275.02 506.04 264.02 276.02 323.01 253.02 303.63

9 1614 269 336.25 292.39 538 280.7 293.45 343.4 269 322.8

10 1708.51 284.75 355.94 309.51 569.5 297.13 310.64 363.51 284.75 341.7

15 2045.63 340.94 426.17 370.59 681.88 355.76 371.93 435.24 340.94 409.13

20 2512.91 418.82 523.52 455.24 837.64 437.03 456.89 534.66 418.82 502.58

25 2876.53 479.42 599.28 521.11 958.84 500.27 523.01 612.03 479.42 575.31

30 3335.18 555.86 694.83 604.2 1111.73 580.03 606.4 709.61 555.86 667.04

35 3501.54 583.59 729.49 634.34 1167.18 608.96 636.64 745.01 583.59 700.31

40 3916.4 652.73 815.92 709.49 1305.47 681.11 712.07 833.28 652.73 783.28

45 4327.67 721.28 901.6 784 1442.56 752.64 786.85 920.78 721.28 865.53

50 4735.22 789.2 986.5 857.83 1578.41 823.52 860.95 1007.49 789.2 947.04

60 5394.81 899.14 1123.92 977.32 1798.27 938.23 980.87 1147.83 899.14 1078.96

70 6202.13 1033.69 1292.11 1123.57 2067.38 1078.63 1127.66 1319.6 1033.69 1240.4380 7010.37 1168.4 1460.49 1269.99 2336.79 1219.19 1274.61 1491.57 1168.4 1402.07

STATEMENT IV


7/28/2019 Nashik Sor 2012-13

30/211

Lead in kmCost / trip Lime murum

building

rubbish

Earth Manure or

sludge

Excavated

rock

Sand

stone

aggregate

40 mm &

below

Aggregate

40 mm &

above

Soling

stone

Concrete

block

(form)

Timber

90 7814.55 1302.43 1628.03 1415.68 2604.85 1359.05 1420.83 1662.67 1302.43 1562.91

100 7656.58 1276.1 1595.12 1387.06 2552.19 1331.58 1392.11 1629.06 1276.1 1531.32

125 9428.95 1571.49 1964.36 1708.14 3142.98 1639.82 1714.35 2006.16 1571.49 1885.79

150 11054.72 1842.45 2303.07 2002.67 3684.91 1922.56 2009.95 2352.07 1842.45 2210.94

175 12490.94 2081.82 2602.28 2262.85 4163.65 2172.34 2271.08 2657.65 2081.82 2498.19

200 13913.19 2318.87 2898.58 2520.51 4637.73 2419.69 2529.67 2960.25 2318.87 2782.64

250 16818.88 2803.15 3503.93 3046.9 5606.29 2925.02 3057.98 3578.49 2803.15 3363.78

300 19141.73 3190.29 3987.86 3467.7 6380.58 3329 3480.31 4072.71 3190.29 3828.35

400 24679.35 4113.23 5141.53 4470.9 8226.45 4292.06 4487.15 5250.93 4113.23 4935.87

500 30403.97 5067.33 6334.16 5507.97 10134.66 5287.65 5527.99 6468.93 5067.33 6080.79

600 35860.83 5976.81 7471.01 6496.53 11953.61 6236.67 6520.15 7629.96 5976.81 7172.17

700 41428.16 6904.69 8630.87 7505.1 13809.39 7204.9 7532.39 8814.5 6904.69 8285.63

800 46977.45 7829.58 9786.97 8510.41 15659.15 8169.99 8541.35 9995.2 7829.58 9395.49

900 52302.8 8717.13 10896.42 9475.14 17434.27 9096.14 9509.6 11128.26 8717.13 10460.56

1000 57879.11 9646.52 12058.15 10485.35 19293.04 10065.93 10523.47 12314.7 9646.52 11575.82

7/28/2019 Nashik Sor 2012-13

31/211

Lead in

km

Cost / trip Cement

stone block,

GI CI CC ACPipes below

120 mm dia

Tar

bitumenn

Asphaltroofing felt

& Flooring

Asphalt

etc.

Steam coal Matting

thatching

bambuceiling

board

rubber

PVC pipes

fittings

Sheet &

plate glass

in packsPaints &

Distemper

s AC

Sheets &

fittings

iron

fittings

and iron

sheets

Bricks

modular

bricks &Traditional

bricks

Tiles half

round tiles

& Roofingtiles

cement

flooring

tiles

Glass

blocks

(hollow)200x200

x120 mm

Empty

cement

bags

1 2 3 4 5 6 7 8 9 10 11

Pay load 7.0 Mt 4.5 MT 5.5 MT 3.0 MT 7.0 MT 3500 No. 3200 No. 1000 0No. 2000 No.per 1 M.T. per 1 M.T. per 1 M.T. per 1 M.T. per 1 M.T. per 1000

Nos.

per 1000

Nos.

per 1000

Nos.

per 1000

Nos.

0.5 708.54 101.22 157.45 128.83 236.18 101.22 202.44 221.42 70.85 354.271 767.21 109.6 170.49 139.49 255.74 109.6 219.2 239.75 76.72 383.61

1.5 824.62 117.8 183.25 149.93 274.87 117.8 235.61 257.69 82.46 412.31

2 879.67 125.67 195.48 159.94 293.22 125.67 251.33 274.9 87.97 439.84

2.5 936.53 133.79 208.12 170.28 312.18 133.79 267.58 292.67 93.65 468.27

3 991.02 141.57 220.23 180.19 330.34 141.57 283.15 309.69 99.1 495.51

3.5 1045.13 149.3 232.25 190.02 348.38 149.3 298.61 326.6 104.51 522.57

4 1098.5 156.93 244.11 199.73 366.17 156.93 313.86 343.28 109.85 549.25

4.5 1150.76 164.39 255.72 209.23 383.59 164.39 328.79 359.61 115.08 575.38

5 1203.27 171.9 267.39 218.78 401.09 171.9 343.79 376.02 120.33 601.64

6 1308.29 186.9 290.73 237.87 436.1 186.9 373.8 408.84 130.83 654.15

7 1412.08 201.73 313.8 256.74 470.69 201.73 403.45 441.28 141.21 706.04

8 1518.13 216.88 337.36 276.02 506.04 216.88 433.75 474.42 151.81 759.07

9 1614 230.57 358.67 293.45 538 230.57 461.14 504.38 161.4 807

10 1708.51 244.07 379.67 310.64 569.5 244.07 488.15 533.91 170.85 854.2615 2045.63 292.23 454.58 371.93 681.88 292.23 584.47 639.26 204.56 1022.82

20 2512.91 358.99 558.42 456.89 837.64 358.99 717.97 785.28 251.29 1256.46

25 2876.53 410.93 639.23 523.01 958.84 410.93 821.87 898.92 287.65 1438.27

STATEMENT V


7/28/2019 Nashik Sor 2012-13

32/211

1 2 3 4 5 6 7 8 9 10 11

30 3335.18 476.45 741.15 606.4 1111.73 476.45 952.91 1042.24 333.52 1667.59

35 3501.54 500.22 778.12 636.64 1167.18 500.22 1000.44 1094.23 350.15 1750.77

40 3916.4 559.49 870.31 712.07 1305.47 559.49 1118.97 1223.88 391.64 1958.2

45 4327.67 618.24 961.7 786.85 1442.56 618.24 1236.48 1352.4 432.77 2163.84

50 4735.22 676.46 1052.27 860.95 1578.41 676.46 1352.92 1479.76 473.52 2367.61

60 5394.81 770.69 1198.85 980.87 1798.27 770.69 1541.37 1685.88 539.48 2697.41

70 6202.13 886.02 1378.25 1127.66 2067.38 886.02 1772.04 1938.17 620.21 3101.07

80 7010.37 1001.48 1557.86 1274.61 2336.79 1001.48 2002.96 2190.74 701.04 3505.19

90 7814.55 1116.36 1736.57 1420.83 2604.85 1116.36 2232.73 2442.05 781.46 3907.28

100 7656.58 1093.8 1701.46 1392.11 2552.19 1093.8 2187.59 2392.68 765.66 3828.29

125 9428.95 1346.99 2095.32 1714.35 3142.98 1346.99 2693.99 2946.55 942.9 4714.48

150 11054.72 1579.25 2456.6 2009.95 3684.91 1579.25 3158.49 3454.6 1105.47 5527.36

175 12490.94 1784.42 2775.76 2271.08 4163.65 1784.42 3568.84 3903.42 1249.09 6245.47

200 13913.19 1987.6 3091.82 2529.67 4637.73 1987.6 3975.2 4347.87 1391.32 6956.6

250 16818.88 2402.7 3737.53 3057.98 5606.29 2402.7 4805.39 5255.9 1681.89 8409.44

300 19141.73 2734.53 4253.72 3480.31 6380.58 2734.53 5469.07 5981.79 1914.17 9570.87

400 24679.35 3525.62 5484.3 4487.15 8226.45 3525.62 7051.24 7712.3 2467.94 12339.68

500 30403.97 4343.42 6756.44 5527.99 10134.66 4343.42 8686.85 9501.24 3040.4 15201.99

600 35860.83 5122.98 7969.07 6520.15 11953.61 5122.98 10245.95 11206.51 3586.08 17930.42700 41428.16 5918.31 9206.26 7532.39 13809.39 5918.31 11836.62 12946.3 4142.82 20714.08

800 46977.45 6711.06 10439.43 8541.35 15659.15 6711.06 13422.13 14680.45 4697.75 23488.73

900 52302.8 7471.83 11622.84 9509.6 17434.27 7471.83 14943.66 16344.63 5230.28 26151.4

1000 57879.11 8268.44 12862.02 10523.47 19293.04 8268.44 16536.89 18087.22 5787.91 28939.56

7/28/2019 Nashik Sor 2012-13

33/211

7/28/2019 Nashik Sor 2012-13

34/211

Lead in kmCost / trip R.C.C. STEEL CYLINDER, R.C PIPES, C.I. PIPES,, UNREINFORCED CEMENT PIPES, PRECAST COCRETE PI

100 mm 125 mm 150 mm 200 mm 250 mm 300 mm 300 & 400

mm

450 & 500

mm

600, 700

& 750 mm

800, 9

& 100

mm

Pay load in 292.8 219.6 183 109.8 80.52 62.22 54.9 29.28 18.30

1 2 3 4 5 6 7 8 9 10 11

90 7814.55 2668.9 3558.54 4270.25 7117.08 9705.1 12559.55 14234.15 26689.04 42702.46 5

100 7656.58 2614.95 3486.6 4183.92 6973.21 9508.92 12305.66 13946.41 26149.52 41839.23 5104

125 9428.95 3220.27 4293.69 5152.43 8587.39 11710.07 15154.21 17174.77 32202.7 51524.32 6285

150 11054.72 3775.52 5034.03 6040.83 10068.05 13729.16 17767.15 20136.1 37755.19 60408.31 7369

175 12490.94 4266.03 5688.04 6825.65 11376.08 15512.84 20075.44 22752.17 42660.31 68256.5 8327

200 13913.19 4751.77 6335.7 7602.84 12671.39 17279.17 22361.28 25342.79 47517.73 76028.36 927

250 16818.88 5744.15 7658.87 9190.64 15317.74 20887.83 27031.31 30635.48 57441.53 91906.45 112

300 19141.73 6537.48 8716.63 10459.96 17433.27 23772.64 30764.59 34866.54 65374.76 104599.6 127

400 24679.35 8428.74 11238.32 13485.98 22476.64 30649.96 39664.66 44953.28 84287.4 134859.8 16

500 30403.97 10383.87 13845.16 16614.19 27690.32 37759.53 48865.27 55380.64 103838.7 166141.9 202

600 35860.83 12247.55 16330.07 19596.08 32660.14 44536.55 57635.54 65320.27 122475.5 195960.8 239

700 41428.16 14148.96 18865.28 22638.34 37730.56 51450.77 66583.35 75461.13 141489.6 226383.4 276

800 46977.45 16044.21 21392.28 25670.74 42784.56 58342.59 75502.17 85569.13 160442.1 256707.4 31

900 52302.8 17862.98 23817.3 28580.77 47634.61 64956.28 84061.07 95269.22 178629.8 285807.7 3481000 57879.11 19767.46 26356.61 31627.93 52713.21 71881.66 93023.32 105426.4 197674.6 316279.3 385

7/28/2019 Nashik Sor 2012-13

35/211

Lead in

km

Cost/trip 100 mm 150 mm 200 mm 230 mm 250 mm 300 mm 350 mm 400 mm

Pay Load 480 m 240 m 135 m 105 m 84 m 66 m 43 m 27 m

1 2 3 4 5 6 7 8 9 10

0.5 708.54 147.61 295.23 524.84 674.80 843.50 1073.55 1647.77 2624.22

1 767.21 159.84 319.67 568.30 730.68 913.35 1162.44 1784.21 2841.52

1.5 824.62 171.80 343.59 610.83 785.35 981.69 1249.42 1917.72 3054.15

2 879.67 183.26 366.53 651.61 837.78 1047.23 1332.83 2045.74 3258.04

2.5 936.53 195.11 390.22 693.73 891.93 1114.92 1418.98 2177.98 3468.63

3 991.02 206.46 412.93 734.09 943.83 1179.79 1501.55 2304.70 3670.44

3.5 1045.13 217.74 435.47 774.17 995.36 1244.20 1583.53 2430.53 3870.85

4 1098.50 228.85 457.71 813.70 1046.19 1307.74 1664.39 2554.65 4068.52

4.5 1150.76 239.74 479.48 852.41 1095.96 1369.95 1743.58 2676.19 4262.07

5 1203.27 250.68 501.36 891.31 1145.97 1432.46 1823.14 2798.30 4456.56

6 1308.29 272.56 545.12 969.10 1245.99 1557.49 1982.26 3042.53 4845.527 1412.08 294.18 588.37 1045.99 1344.84 1681.05 2139.52 3283.91 5229.93

8 1518.13 316.28 632.55 1124.54 1445.84 1807.30 2300.20 3530.53 5622.70

9 1614.00 336.25 672.50 1195.56 1537.14 1921.43 2445.45 3753.49 5977.78

10 1708.51 355.94 711.88 1265.56 1627.15 2033.94 2588.65 3973.28 6327.81

15 2045.63 426.17 852.35 1515.28 1948.22 2435.27 3099.44 4757.28 7576.41

20 2512.91 523.52 1047.05 1861.41 2393.25 2991.56 3807.44 5843.98 9307.07

25 2876.53 599.28 1198.55 2130.76 2739.55 3424.44 4358.38 6689.60 10653.81

30 3335.18 694.83 1389.66 2470.50 3176.36 3970.45 5053.30 7756.23 12352.52

35 3501.54 729.49 1458.98 2593.73 3334.80 4168.50 5305.36 8143.12 12968.67

40 3916.40 815.92 1631.83 2901.04 3729.90 4662.38 5933.94 9107.91 14505.19

45 4327.67 901.60 1803.20 3205.68 4121.59 5151.99 6557.08 10064.35 16028.41

50 4735.22 986.50 1973.01 3507.57 4509.73 5637.17 7174.58 11012.14 17537.85

STONEWARE PIPES

Unit Per 100 Rmt

STATEMENT VII


7/28/2019 Nashik Sor 2012-13

36/211

Lead in

km

Cost/trip 100 mm 150 mm 200 mm 230 mm 250 mm 300 mm 350 mm 400 mm

Pay Load 480 m 240 m 135 m 105 m 84 m 66 m 43 m 27 m

1 2 3 4 5 6 7 8 9 10

60 5394.81 1123.92 2247.84 3996.16 5137.91 6422.39 8173.95 12546.07 19980.78

70 6202.13 1292.11 2584.22 4594.17 5906.79 7383.49 9397.17 14423.56 22970.85

80 7010.37 1460.49 2920.99 5192.87 6676.54 8345.68 10621.77 16303.19 25964.33

90 7814.55 1628.03 3256.06 5788.56 7442.43 9303.04 11840.23 18173.37 28942.78

100 7656.58 1595.12 3190.24 5671.54 7291.98 9114.98 11600.88 17806.00 28357.70

125 9428.95 1964.36 3928.73 6984.41 8979.95 11224.94 14286.29 21927.79 34922.04

150 11054.72 2303.07 4606.13 8188.68 10528.30 13160.38 16749.58 25708.65 40943.41

175 12490.94 2602.28 5204.56 9252.55 11896.13 14870.17 18925.67 29048.70 46262.74

200 13913.19 2898.58 5797.16 10306.07 13250.66 16563.32 21080.59 32356.26 51530.33

250 16818.88 3503.93 7007.87 12458.43 16017.98 20022.48 25483.15 39113.67 62292.15

300 19141.73 3987.86 7975.72 14179.06 18230.22 22787.77 29002.62 44515.65 70895.30

400 24679.35 5141.53 10283.06 18281.00 23504.14 29380.18 37392.95 57393.84 91405.00

500 30403.97 6334.16 12668.32 22521.46 28956.16 36195.20 46066.62 70706.91 112607.30

600 35860.83 7471.01 14942.01 26563.58 34153.17 42691.46 54334.59 83397.28 132817.89

700 41428.16 8630.87 17261.73 30687.53 39455.39 49319.24 62769.94 96344.56 153437.63

800 46977.45 9786.97 19573.94 34798.11 44740.43 55925.54 71177.95 109249.88 173990.56900 52302.80 10896.42 21792.83 38742.81 49812.19 62265.24 79246.67 121634.42 193714.07

1000 57879.11 12058.15 24116.30 42873.41 55122.96 68903.70 87695.62 134602.58 214367.07

7/28/2019 Nashik Sor 2012-13

37/211

Lead in

km

Cost per

trip

Cement

pay load

10.00 MT

Steel pay

load

10.00 MT

Bulk

Asphalt in

Bouzer pay

load 4.50

MT

M.S.Bar

10.0 MT

Sand

5.75 cum

1 2 3 4 5 6 7

0.5 708.54 70.85 70.85 157.45 70.85 123.22

1 767.21 76.72 76.72 170.49 76.72 133.43

1.5 824.62 82.46 82.46 183.25 82.46 143.41

2 879.67 87.97 87.97 195.48 87.97 152.99

2.5 936.53 93.65 93.65 208.12 93.65 162.87

3 991.02 99.10 99.10 208.12 99.10 172.35

3.5 1045.13 104.51 104.51 232.25 104.51 181.76

4 1098.5 109.85 109.85 244.11 109.85 191.04

4.5 1150.76 115.08 115.08 255.72 115.08 200.13

5 1203.27 120.33 120.33 267.39 120.33 209.26

6 1308.29130.83 130.83 290.73 130.83 227.53

7 1412.08 141.21 141.21 313.80 141.21 245.58

8 1518.13 151.81 151.81 337.36 151.81 264.02

9 1614 161.40 161.40 358.67 161.40 280.70

10 1708.51 170.85 170.85 379.67 170.85 297.13

15 2045.63 204.56 204.56 454.58 204.56 355.76

20 2512.91 251.29 251.29 558.42 251.29 437.03

25 2876.53 287.65 287.65 639.23 287.65 500.27

30 3335.18 333.52 333.52 741.15 333.52 580.03

35 3501.54 350.15 350.15 778.12 350.15 608.96

40 3916.4 391.64 391.64 870.31 391.64 681.11

45 4327.67 432.77 432.77 961.70 432.77 752.64

50 4735.22 473.52 473.52 1052.27 473.52 823.5260 5394.81 539.48 539.48 1198.85 539.48 938.23

70 6202.13 620.21 620.21 1378.25 620.21 1078.63

80 7010.37 701.04 701.04 1557.86 701.04 1219.19

90 7814.55 781.46 781.46 1736.57 781.46 1359.05

100 7656.58 765.66 765.66 1701.46 765.66 1331.58

125 9428.95 942.90 942.90 2095.32 942.90 1639.82

150 11054.72 1105.47 1105.47 2456.60 1105.47 1922.56

175 12490.94 1249.09 1249.09 2775.76 1249.09 2172.34

200 13913.19 1391.32 1391.32 3091.82 1391.32 2419.69

250 16818.88 1681.89 1681.89 3737.53 1681.89 2925.02

300 19141.73 1914.17 1914.17 4253.72 1914.17 3329.00

400 24679.35 2467.94 2467.94 5484.30 2467.94 4292.06500 30403.97 3040.40 3040.40 6756.44 3040.40 5287.65

600 35860.83 3586.08 3586.08 7969.07 3586.08 6236.67

700 41428.16 4142.82 4142.82 9206.26 4142.82 7204.90

800 46977.45 4697.75 4697.75 10439.43 4697.75 8169.99

900 52302.8 5230.28 5230.28 11622.84 5230.28 9096.14

1000 57879.11 5787.91 5787.91 12862.02 5787.91 10065.93

STATEMENT VIII


7/28/2019 Nashik Sor 2012-13

38/211

Lead in

km

Cost per

trip

Cement

pay load

10.00 MT

Steel pay

load 10.00

MT

Bulk

Asphalt in

Bouzer pay

load 4.50MT

1 2 3 4 5

0.5 426.39 42.64 42.64 94.75

1 469.59 46.96 46.96 104.35

1.5 512.05 51.21 51.21 113.79

2 553.11 55.31 55.31 122.91

2.5 595.22 59.52 59.52 132.27

3 635.96 63.60 63.60 132.27

3.5 676.47 67.65 67.65 150.33

4 716.53 71.65 71.65 159.23

4.5 755.96 75.60 75.60 167.99

5 795.54 79.55 79.55 176.796 874.66 87.47 87.47 194.37

7 953.05 95.31 95.31 211.79

8 1032.78 103.28 103.28 229.51

9 1106.54 110.65 110.65 245.90

10 1179.48 117.95 117.95 262.11

15 1464.27 146.43 146.43 325.39

20 1825.85 182.59 182.59 405.74

25 2083.98 208.40 208.40 463.11

30 2434.7 243.47 243.47 541.04

35 2619.83 261.98 261.98 582.18

40 2945.7 294.57 294.57 654.60

45 3269.6 326.96 326.96 726.5850 3591.36 359.14 359.14 798.08

60 4072.24 407.22 407.22 904.94

70 4701.34 470.13 470.13 1044.74

80 5330.9 533.09 533.09 1184.64

90 5958.31 595.83 595.83 1324.07

100 6065.51 606.55 606.55 1347.89

125 7505.2 750.52 750.52 1667.82

150 8938.59 893.86 893.86 1986.35

175 10374.82 1037.48 1037.48 2305.52

200 11797.07 1179.71 1179.71 2621.57

250 14702.76 1470.28 1470.28 3267.28

300 17025.61 1702.56 1702.56 3783.47

400 22563.23 2256.32 2256.32 5014.05

500 28287.82 2828.78 2828.78 6286.18

600 33744.69 3374.47 3374.47 7498.82

700 39312.04 3931.20 3931.20 8736.01

800 44861.32 4486.13 4486.13 9969.18

900 50186.7 5018.67 5018.67 11152.60

1000 55763 5576.30 5576.30 12391.78

STATEMENT IX

Excluding loading, unloading and stacking

7/28/2019 Nashik Sor 2012-13

39/211

Sr No Item Description Unit Rate( in Rs.)

2012-2013

Rate

( in Rs.)

2013-2014

1 Excavation for foundation / pipe trenches in earth, soils of all types,sand, gravel and soft murum, including removing the excavated

material upto a distance of 50 metres and lifts as below, stacking and

spreading as directed, manual dewatering, preparing the bed forfoundation and excluding backfilling, etc. complete.

(Bd-A-1/259)

Lift 0 to 1.5 M Cu.m 134.00

2 Excavation for foundation / pipe trenches in hard murum includingremoving the excavated material upto a distace of 50 M and lifts as

below, stacking and spreading as directed by Engineer-in-charge,

normal dewatering, preparing the bed for foundation and excluding

backfilling, etc. complete.

(Bd-A2/259)

Lift 0 to 1.5 M Cu.m 151.00

3 Excavation for foundation / pipe trenches in hard murum andboulders, W.B.M. road including removing the excavated material

upto a distance of 50 M beyond the area and lifts as below, stacking

andspreading as directed by Engineer-in-charge, normal dewatreing,

preparing the bed for foundation and excluding backfilling, etc.

complete.

(Bd-A-3/259)

Lift 0 to 1.5 M Cu.m 169.00

4 Add for every additional lift of 1.5 M beyond initial liftof 1.5 M for ItemNos. 1 to 3

Cu.m 13.00

5 Excavation for foundation / pipe trenches in soft rock and old cementand lime masonry foundation asphalt road including removing the

excavated material upto a distance of 50 M beyond area and lifts as

below, stacking as directed by Engineer-in-charge, normal

dewatering, preparing the bed for foundation and excluding

backfilling, etc. complete.

( Bd-A-4/259)

Lift 0 to 1.5 M Cu.m 449.00

6 Excavation for foundation / pipe trenches in hard rock by controlledblasting, including trimming and levelling the bed by chiselling where

necessary and removing the excavated material and stacking it in

measurable heaps within a distance of 50 metres from the area and

lifts as below, normal dewatering, excluding backfilling, etc. complete.

(Bd-A-5/259)

Lift 0 to 1.5 M Cu.m 575.00

7 Excavation for foundation / pipe trenches in hard rock and concreteroad by chiselling, wedging, line drilling, by mechanical means or by

all means otherthanblasting includingtrimmingandlevelling the bed,

removingthe excavatedmaterial upto a distance of 50 metres beyond

the area and lifts as below, stacking as directed by Engineer-in-

charge, normal dewatering, excluding backfilling, etc. complete by all

means.

(Bd-A-1/259)

Lift 0 to 1.50 M Cu.m 749.00

Section - E- Excavation

7/28/2019 Nashik Sor 2012-13

40/211


2012-2013

Rate

( in Rs.)

2013-2014

8 Excavation for foundation /pipe trenches in Slush Muddy/ Marshy/Slushy /Soil including use of poclain, labour for dewatering during

execution including removing the excavated material upto a distance

of 50 metres and lifts as below, stacking and spreading as directed,

preparing the bed by cleaning the mud, labour required for execution

for shutterng item but excluding back filling etc. complete. Providingand fixing shuttering shall be paid separately.

Lift 0 to 1.5 M Cu.m 322.00

9 Add for every additional lift of 1.5 M beyond initial liftof 1.5 M for ItemNos 5 to 9

Cu.m 22.00

HEAD WORKS

10 Excavation in general in soft material comprising of soft soil, softmurum, sand, hard murum with boulders in wet or dry condition for

Head Works i.e. Intake Well, Connecting Pipe, J ack Well, Pump

House, Supply Well, etc. for lift 0 to 1.5 M and leadof150 M including

baricating, gurading, disposing off surplus excavated stuff within a

radius of 0.5 km. as directed by Engineer-in- charge, etc. complete

excluding refilling.

a) For Head Works on river or damsubmergence for initial lift of 0 to 1.5

M

Cu.m369.00

b) For Head works on nalla or any other site of GSDA for initial Lift of 0

to 1.5M

Cum 259.00

c) Add for every additional lift of 1.5 M beyond initial lift of 1.5 M Cu.m 24.00

11 Excavation in general in hard material comprising of soft rock, hardrock, Manjara rock, etc, by blasting / controlled blasting, chiselling as

required in wet or dry condition for Head Works i.e. Intake Well,

Connecting Pipe, J ack Well, Pump House, supply Well, etc. for lift 0

to 1.5 M and lead of 150 M including baricading, guarding, disposing

off surplus excavated stuff within a radius of 0.5 km. as directed by

Engineer-in-charge, excluding refilling.

a) For Head Works on river or damsub mergence for initial lift of 0 to 1.5

M

Cu.m 779.00

b) For Head Works on nalla or any other site of GSDA for initial lift of 0

to 1.5 M

Cum 551.00

c) Add for each additional lift to 1.5 M beyond initial lift of 1.5 M Cu.m 24.00

12 Excavation in general in soft material comprising of soft soil, softmurum, sand, hard murum with boulders in wet or dry condition for

Head Works and allied works by well sinking process for average

depth of 12 M and lead of 150 M including shoring, barricading,

guarding, refilling, disposing of surplus excavated stuff as directed by

Engineer-in-charge, etc. complete.

a) Diameter upto and including 3 M Cu.m 671.00b) Diameter more than 3 M Cu.m 599.00

13 Desilting the Supply Well, Intake Well / Head Works, sump of watersupply/ sewerage works etc. in wet or dry condition including lifts upto

15M and leadupto 150 M as requiredbeyondthework site, stacking,

spreading, including necessary guarding, etc. complete, as directed

by Engineer-in-charge.

Cu.m 599.00

Add for every additional lift of 1.5 M beyond initial lift of 15.0 M Cu.m 20.00

14 Dewatering the excavated trenches andpools of water in the buildingtrenches / pipeline trenches, well works by using pumps and other

devices including disposing off water to safe distance as directed by

Engineer-in-charge (including cost of machinery, labour, fuel), etc.

complete.

Bhp/Hr 60.00

7/28/2019 Nashik Sor 2012-13

41/211


2012-2013

Rate

( in Rs.)

2013-2014

i) The contractor at his request may allowed to start construction of

masonary steining so as not to allow silting of well in oncoming

mansoon and while paying masonary, 25% amount shall be withheld

and released only when excavation to the full depth is completed.

ii) Dewatering : Total dewatering charges are to be proposed in tender

as lumpsum amount and 75% is payable for excavation and 25% is

payable for construction of well / gallery. Out of 75% excavation

breakup shall be as under

25% for last 1 Mtr. Depth.

20% for 2 M depth which just above last 1 M depth.

15% for 2 M depth which just above last 3 M depth.

15% for the rest of depth from water table level

The above conditions will restrict the tendancy of agencies to avoid

deeping of wells etc. to the required depths.

15 Refilling the trenches withavailable excavated stuff with soft materialfirst overpipeline and then hardmaterial in15cmlayers with all leads

and lifts including consolidation, surcharging, etc. complete.

Cu.m 60.00

16Filling in plinth and floors murum bedding in trenches with approved

murum from excavated materials from foundation 15cm to 20cm

layers including watering and compaction complete.

Cu.m60.00

17 Filling in plinth and floors / trenches with contractors murum forbedding in 15cm to 20cm layers including watering and compaction

complete.

Cu.m 629.00

18 Providing dry trap / granite / quartzite / gneiss, rubble stone soling in15cmto 20 cmthick layers (including hand packing andcompacting),

etc. complete.

Cu.m 869.00

19 Providing and filling in sand boxing in pipeline or for foundation withsand of approved quality including watering compaction, etc.

complete.

Cu.m 869.00

20 Open timbering in trenches of depth more than 1.5 m for shoring andstrutting including use of and waste of all necessary timber works

including walling, strutts, open polling boards/ horizontal sheeting,

runners, etc. as may be necessary and fixing and removal complete.(Measurements to be taken of the face/area timbered)(NBO Item No.

4-15 page No.59 )

a) Lift 0 to 1.5 M [ for non-water logged area ] Sq.m 197.00Additional per Sqm. for further lifts of 1.5M each. Sq.m 28.00

b) Lift for 0 to 1.5 M [ For water logged area.] Sq.m 216.00Additional per Sqm. for further lifts of 1.5M each Sq.m 24.00Note:- For the trenches with more than 1.5 M depth shoring if

required from G.L. is to be done and is payable from GL.

7/28/2019 Nashik Sor 2012-13

42/211


2012-2013

Rate

( in Rs.)

2013-2014

1 Providing and fixing mild steel grill work for windows/ventilators of 20Kg./Sqm. as per drawings including necessary welding and painting

with one coat of anticorrosive paint and two coats of oil painting, etc.

complete.

Sq.m 1537.00

(Bd-U-1/537)

2 Providing and fixing mild steel grill railing of 20 Kg./Sqm. with teakwood hand railing, still and newel posts for staircase and including

fabricating, fixtures, erecting, painting the grill work with approved oil

paint and polishing the hand rail and newel posts with French polish

two coats, etc. complete.

Sq.m 2327.00

(Bd-U-2 /537)

3 Providing structural steel work in rolled stanchions fixed withconnecting plates orangle cleats as inmain and cross beams, hip and

jack rafters, purlins connecting to truss members and like as per

detailed desings and drawings or as directed by Engineer-in-charge

including cutting, fabricating, hoisting, erecting, fixing in position,

making riveted / bolted /welded connections and one coat of

anticorrosive paints and over it two coats of oil painting, etc. complete.

M.T 59583.00

(Bd-C-3 /275)

4 Providing stuctural steel work in single stanchions composed of RSJ ,channel, etc, with caps, bases, mild steel plates, angles, brackets,

cleats, gusset plates, anchor bolts, etc. as per detailed design and

drawing or as directed by Engineer-in-charge including cutting,

fabrication, hoisting, erecting, fixing in position, making riveted/ bolted

/ welded connections and one coats of anticorrosive paint and over it

two coats of oil painting, etc. complete.

M.T 58719.00

(Bd-C-6 /277)

5 Providing structural steel work in rolled sections like joists, channels,angles, tees, etc. as per detailed designs and drawings including

fixing in position withoutconnecting plates, braces, etc. and one coatof anticorrosive paint and over it two coats of oil painting, of approved

quality and shade, etc. complete.

M.T 61655.00

(Bd-C-2 /275)

6 Providing structural steel work in trusses, other similar trussed purlinsand members with all bracing, gusset plates, etc. as per detailed

design and drawing or as directed by Engineer-in-charge including

cutting, fabricating, hoisting, erecting and fixing in position, making

reveted / bolted / welded connections and one coat of anticorrosive

paint and over it two coat of oil painting, etc. complete.

M.T 72957.00

(Bd-C-8 /278)

Section - F- Iron And Structural Steel Work.

7/28/2019 Nashik Sor 2012-13

43/211


2012-2013

Rate

( in Rs.)

2013-2014

Item No 1 Providing and laying in situ Cement concreteof trap/granite/quartzite/ gneiss metal for PCC workbelow foundation and footing including normal

dewatering,plywood form work, compaction, finishing andcuring, etc, complete.

1 PCC M 100 Cum 3561.00

2 PCC M 150 Cum 4010.00

Section G - P.C.C.

7/28/2019 Nashik Sor 2012-13

44/211


2012-2013

Rate

( in Rs.)

2013-2014

1 Providingandlayingin situCementconcrete of trap/granite/quartzite/gneiss metal for RCC work in foundat ion l ike raf t, gri l lage, str ip

foundat ion and footing of RCC columns and steel stanchions

including normal dewatering,plywood form work, compaction,

finishing and curing, etc, complete. (By weigh batching and mix

design for M-250 and M-300 only. Use of L & T, A.C.C., Ambuja,

Birla Gold, Manikgad, Rajashree, etc. cement is permitted.)

Excluding M.S. or Tor reinforcement.

a In RCC M-150 Cu.m 4828.00b In RCC M-200 Cu.m 4931.00c In RCC M-250 Cu.m 5477.00d In RCC M-300 Cu.m 5716.00

2Providing and casting in situ Cement Concrete of

trap/granite/quartzite/ gneiss metal of approved quality for RCC work

as per detailed drawings and designs or as directed by Engineer-in-

charge including normal dewatering, plywood form work,bully/steel

prop ups, compaction, finishing the formed surfaces with CM 1:3 of

sufficient minimum thickness if special finish is to be provided and

curing, etc. complete. (By weigh batching and mix design for M-250

and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad,

Rajashree, etc. cement is permitted )


a For RCC M-150 grade - all types of columns Cu.m Deletedb For RCC M-200 grade - all types of columns. Cu.m 6522.00c For RCC M-250 grade - all types of columns. Cu.m 7068.00

d For RCC M-300 grade - all types of columns. Cu.m 7277.003 Providing and casting in situ C. C. of trap / granite / quartzite/ gneiss

metal of approved quality for RCC works as per detailed drawings

and designs or as directed by Engineer-in-charge including normal

dewatering, ,plywood form work,bully/steel prop ups compaction,

finishing the formed surfaces with C. M. 1:3 of sufficient minimum

thickness to give a smooth and even surface wherever nesessary or

roughening if special finish is to be provided and curing, etc.

complete. (By weigh batching and mix design for M-250 and M-300

only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree,

etc. cement is permitted.)


a For RCC M-150 grade Beams/Braces/Lintels Cu.m Deletedb For RCC M-200 grade Beams/Braces/Lintels Cu.m 6491.00c For RCC M-250 grade Beams/Braces/Lintels Cu.m 7037.00d For RCC M-300 grade Beams/Braces/Lintels Cu.m 7277.00

Section - G- Reinforced Cement Concrete

7/28/2019 Nashik Sor 2012-13

45/211


2012-2013

Rate

( in Rs.)

2013-2014

4 Providing and casting in situ C. C. of trap/granite/quartzite/ gneissmetal of approved quality for RCC workas per detailed drawings and

designs or as directed by Engineer-in-charge including normal

dewatering, plywood form work,bully/steel prop ups, compaction,finishing the formed surfaces with CM 1:3 of sufficient minimum

thickness to give a smooth and even surface wherever necessary or

roughening if special finssh is to be provided and curing, etc.


only. Use fo L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree,

etc. cement is permitted .)


a For RCC M-150 grade Slabs / Landings / Vertical Walls / WaistSlabs

/ Steps for Staircase

Cu.m Deleted

b For RCC M-200 grade Slabs / Landings / Vertical Walls / WaistSlabs


Cu.m 7062.00

c For RCC M-250 grade Slabs / Landings / Vertical Walls / WaistSlabs


Cu.m 7608.00

d For RCC M-300 grade Slabs / Landings / Vertical Walls / Waist

Slabs / Steps for Staircase

Cu.m 7848.00

5 Providing and casting in situ C. C. of trap/granite/quartzite/ gneissmetal of approved quality for RCC workas per detailed drawings and

desingns or as directed by Engineer-in-charge including normal

dewatering,plywood form work,bully/steel prop ups, compaction,

finishing the formed surfaces with CM 1:3 of sufficient minimum

thickness to give a smooth and even surface wherever necessary or

roughening if special finish is to be provided and curing, etc.


only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree,

etc. cement is permitted .)


a For RCC M-150 grade Chajjas / Parapets / Curtain Walls / Partition

Walls / Pardies

Cu.m Deleted

b For RCC M-200 grade Chajjas / Parapets / Curtain Walls / Partition

Walls / Pardies

Cu.m 7163.00

c For RCC M-250 grade Chajjas / Parapets / Curtain Walls / Partition

Walls / Pardies

Cu.m 7709.00

d For RCC M-300 grade Chajjas / Parapets / Curtain Walls / Partition

Walls / Pardies

Cum 7949.00

6 Providing and laying in situ R. C. C. of trap/granite/quartzite/ gneissmetal of approved quality for RCC works of domes as per detailed

drawings and designs approved by Engineer-in-charge including

plywood form work,bully/steel prop ups, finishing, roughening the

surfaces with special finish or plaster to be provided separately,

curing, etc. complete. (By weigh batching and mix design for M-250

and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad,Rajashree, etc. cement is permitted .)


a For RCC M-150 grade - Domes Cu.m Deletedb For RCC M-200 grade - Domes Cu.m 7488.00c For RCC M-250 grade - Bottom Domes only Cu.m 8034.00d For RCC M-300 grade - Bottom Domes only Cu.m 8273.00

7/28/2019 Nashik Sor 2012-13

46/211


2012-2013

Rate

( in Rs.)

2013-2014

7 Providing and fixing in position steel bar reinforcement of variousdiameters for RCC piles, caps, footings, foundation, slabs, beams,

columns, canopies, staircases. newels, chajjas, lintels, pardies,

copings, fins, arches, etc. as per detailed designs, drawings andschedules; including cutting, bending, hooking the bars, binding with

wires or tack welding and supporting as required, etc. complete.

(including cost of binding wire)

a Mild Steel M.T. 57087.00b Tor Steel M.T 57087.00c Corrosion Resistant steel (Fe 500) M.T 61786.00d Only Fabrication ( Labour ) For all types of steel M.T 7128.00

8 Providing fusion bonded epoxy coating to reinforcement bars as perASTM-755 specificaionfor a thickness of 175 (+50) microns including

extra cost on account of careful handling, extra cost on account of

using PVC coated binding wire instead of G. I. wire, extra cost on

account of touch-up material supplied by coating agency and repair

work extra cost on account of transportation to and fro from steelyard atKalamboli to plant atDamanand Plant atDaman to work site

by trailer, loading, unloading, including all taxes (Central and Local),

etc. complete.

(a) For reinforcement Diameterwise rates.

1 8 mm dia. M.T 18160.002 10 mm dia. M.T 16022.003 12 mm dia. M.T 14618.004 16 mm dia. M.T 14084.005 20 mm dia. M.T 12947.006 25 mm dia. M.T 11744.007 28 mm dia. M.T 11209.008 32 mm dia. M.T 10407.00

(b) Average rates ( for estimation only)

1 For 8mm to 20mm dia M.T. 15166.002 For above 20mm dia M.T. 11120.00

9 Providing & errecting slip form shuttering including dismentling aftercompletion, for constructing vertical structures such as, J ack Well,

Balancing Tank, Bridge Column, & for Horizontal structures in R.C.C.

The itemincludes, lifting arrangements, centering, formwork, normal

dewatering, electrical arrangement with generater set and with all

equipments for slip form shuttering works with all material, fuel and

labour, operator. All risk & cost of labour, material & machinarywork

lies with the provider itself. The rate is for various dia & depth and

various sizes of structures ..etc. complete.

Notes:-If this item is adopted, necessesary deduction for regular shuttering

made in the RCC item shall be made.

sqm

7/28/2019 Nashik Sor 2012-13

47/211


2012-2013

Rate

( in Rs.)

2013-2014

Arrangement for lighting with cables till top height to be provided by

contractor.

Any accident or damage due to uncertain reasons will be the

responsibility of contractor.No any Ideal charges for machinary & labour will be paid

Insurance for all type of machinary & workers will be at contracters

side.

All the material used for the slip form shuttering work should be of

good quality & durable

Notes for Estimations

1) All rates of reinforced cement concrete items from 1to 6 shall be

increased by 10% for each brace height above 1st brace for RCC

ESRs .

e.g. For a RCC ESR with 7 M staging and 1st Brace at 3.5 M above

Ground the concrete in columns above 1st brace concrete of ring

beam and bottom slab is entitled for 10% increase, concrete of

vertical walls, roof slab and roof beam, columns in containers areentitled for 20% increase.

2) These rates are applicable for RCC well works also. These rates

shall be increased by 10% for every 5 M depth below initial 5M depth.

3) Rates for Items No. 7 & 8 shall be increased by 5% for each brace

height above 1st brace for RCC ESRs by 5% for every ring beam

below 1st ring beam for RCC wells.

4) Volumatric mix as per 1:1.5::3 shall be adopted with 56.5 Kg. of

cement for RCC 250 and 59.5 Kg. of cement for RCC 300 per load of

mixer of 1 bag capacity .

5) All rates of reinforced cement concrete items for 1to 6 shall be

increased by 2% for every floor height above ground floor for building

works.6) Fusion bounded epoxy coating to proposed only in coastel area

with prior approval of Chief Engineer

7) For estimation purpose,average rates as per item no. 8 b shall be

considered wherever necessary.

7/28/2019 Nashik Sor 2012-13

48/211


2012-2013

Rate

( in Rs.)

2013-2014

1 Providing and fixingG.I. pipe railinghaving1.0M heightconsisting 50x 50 x 6 mmthick M. S. angles as verticals at1.5M c/c, and additional

posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium

class variety as horizontal and painting 3 coats of oil paint over 1 coat

of anticorrosive paint of approved colour and shade including cost of

all labour, transporting bends to curved shape, etc. complete.

RMT 876.00

1A As above but with only 2 rows RMT 686.002 Dismantling ofESRs of various capacities and heights usingcrane(10

MT capacity) and handing over M.S./ C.I./ G.I. pipes, valves, bends,

etc. to the Department However taking steel reinforcement by the

dismantling agency including removing dismantled materials from site

and disposing them at suitable place as directed, etc.complete.

a Capacity of E.S.R. upto 2 lakh litres and stagging upto 12.00 M height

i) conjusted area. Litres1.97ii) Open Area Litres 1.19

b Capacity of ESR above 2 lakh ltrs. and staging upto 12 M hieght

i) Conjusted area Litres 1.54ii) Open Area Litres 1.07

3 Providing and fixing M.S. gate 2.5 M wide for compound with 40 mmdia M.S.black pipe medium class, approved grill work, RCC M - 150

side pillars of 25 cmx 40 cmx 2.5 M height, its foundation, finishing,

painting etc. complete.

No. 26087.00

4 Proividing and fixing Wicket gate 1.0 M wide for compound with 40mm dia M.S.black pipe medium class, approved grill work, RCC M-

150 side pillars of 25 cm x 40 cm x 2.5 M height, its foundiaion,

finishing painting, etc. complete.

No. 15620.00

5 Taking Trial Bore (Core Bore Sampling) by Calyxe machine withTCT/NX bits together undisturbed strata samples for investigation in

all types of strata soft soil, murum, hard murum with boulders, soft

rock hard rock & quartizite etc. The item includes all Hire & running

cost of Callyx Machine conveying all materials to site of work

excluding conveyance of callyx, machine and back sampling all over

burden strata in glass jar and core samples serially numbered at site

in a wooden Core Box, Samples to be taken at 1.0 m interval and

conveying to the place as directed by Engineer-in-charge, The

diameter of bore in overburden shall be 100 mm and of NX size

(50mm) inother strata. The itemshall also include M.S. casing pipeof

2.5 mm thick plate in overburdern only and shall be 1.0 m above GL

with cap over it.

a In Overburden (Soft soil, murum) RMT 1156.00b In Weathered rock with boulders RMT 4548.00c In Weathered rock / Soft rock RMT 2324.00d In Hard rock other than quartzite RMT 3110.00e In Hard rock quartzite RMT 6760.00

Section - H- Miscellaneous Works

7/28/2019 Nashik Sor 2012-13

49/211


2012-2013

Rate

( in Rs.)

2013-2014

6 Providing pressure grouting ata pressure of 0.56kg./sqcmin requiredrow/zigzag fashion as specifiedat1.5 M interval as per site conditions

to stop leakages through water retaining structures to the entire

satisfaction of the Engineer-in-charge including material compound,

hardening materials, compressor equipment including scaffoldingsmooth finishing, etc. complete.

1 For masonry structure Bag 828.002 For Concrete strcture Bag 838.007 Drilling 40 mm dia holes in masonry or concrete structure with

providing and fixing 0.5 M long G. I. pipe line for perssure grouting

including all Material labour cost and machinery charges, etc.

complete.

RMT 730.00

8 Providing and casting ferrocrate water tank at site inculding all costoflabour and material, etc, complete. upto 25,000 literes (for foundation

and providing and fixing taps, etc. shall be considered spearately).

Litre 3.92

9 Providing and applyingtwocoat of Gamma coating or equivalent such

as Dr.Bake, Krishna conchem, Asian Paints, atul Limited Burgerpaints epoxy primer 50 to 60 microns thick and covering two coats of

Gamma coatings or equivalent such as Dr.Bake, Krishna conchem,

Asian Paints, atul Limited Burger paints 30microns thick each to new

M.S.Pipes andstructural Steelor concrete surface includingpreparing

the surface by finishing by solvent degreasing and de-rusting by

applying chemical method and scaffolding if necessary etc. complete

as per manufacturers specifications.

Sq.m 278.00

10 Making cross connection to existing distribution main of any typeincluding excavation, breaking and removing exiting pipes, lowering,

laying of specials and pipes in their position, refilling, closing thewater

supply in that area, dewatering and restarting the water supply, etc.

complete as directed by Engineer-in-charge for followingdiameters of

existingpipeline, irrespective of diameter of branchline (the numberofjoints involved will be paid separately depending upon the nature of

joints and required pipes, valves and specials will be supplied free of

cost at stores).

1 80 mm No 1676.00

2 100 mm No 1896.00

3 125 mm No 2104.00

4 150 mm No 2360.00

5 200 mm No 2510.00

6 250 mm No 2978.00

7 300 mm No 3620.00

8 350 mm No 4412.00

9 400 mm No 5143.00

10 450 mm No 5943.00

11 500 mm No 7338.00

12 600 mm No 12441.00

13 700 mm No 15413.00

7/28/2019 Nashik Sor 2012-13

50/211


2012-2013

Rate

( in Rs.)

2013-2014

14 750 mm No 19475.00

15 800 mm No 24902.00

16 900 mm No 32768.00

17 1000 mm No 45587.00

Note : Only 75% rate shall be payable till satisfactory hydraulic testing

is given.

11 Dismantling dead pipeline ofM.S./R.C.C./ C.I./ P.S.C. and G.I./ A. C. /P . V. C. / S. W. / H. D. P . E. pipe including cost of necessary

excavation and refilling of trenches, breaking the joints, lifting the

pipes and stacking to theplaceas directedbyEngineer-in-chargewith

all leads and lifts including cleaning the surface, etc. complete.

A For M.S./R. C. C./ C.I./ P. S. C.

1 80 mm RMT 126.00

2 100 mm RMT 139.00

3 125 mm RMT 141.00

4 150 mm RMT 144.00

5 200 mm RMT 158.00

6 250 mm RMT 174.00

7 300 mm RMT 188.00

8 350 mm RMT 211.00

9 400 mm RMT 229.00

10 450 mm RMT 260.00

11 500 mm RMT 273.00

12 600 mm RMT 335.00

13 700 mm RMT 380.00

14 750 mm RMT 438.00

B For G.I./AC/PVC/S. W. / H.D.P.E.

1 80 mm RMT 76.00

2 100 mm RMT 83.00

3 125 mm RMT 84.00

4 150 mm RMT 85.00

5 200 mm RMT 95.00

6 250 mm RMT 105.00

7 300 mm RMT 113.00

8 350 mm RMT 126.00

9 400 mm RMT 138.00

10 450 mm RMT 157.00

11 500 mm RMT 164.00

12 600 mm RMT 201.00

13 700 mm RMT 235.00

14 750 mm RMT 264.00

7/28/2019 Nashik Sor 2012-13

51/211


2012-2013

Rate

( in Rs.)

2013-2014

12 Providing and constructing two taps standpost as per type design wihexcavation 15 cm thick PCC 1:3:6 bedding 20 mm thick PCC 1:2:4

concrete for platformof 1.75M dia. with side curband bucket rest, 80

mm dia, heavy duty GI pipe central post duly filled therein with C. C.

1:2:4, 5 M long, 20mmdia. medium G.I. pipe frompoint of tapping tostandpost additional 20 mm dia G.I. pipe fixed vertically upto 15 mm

dia self closing water taps, one brass ferrule etc. complete together

with all labour and material charges as per drawing and as directed by

Engineer-in-charge when good foundation is available. Rate

includes draining arrangemment by excavating open gutters.

No 6843.00

a As above but when R.C.C. platformor Precast standpost issued freeof cost.

No. 2566.00

13 Providing and constructing two taps standpost as per type design wihexcavation 15cm thick boulder filling,15 cm thick PCC 1:3:6 bedding

20 mm thick PCC 1:2:4 concrete for platform of 1.75 M dia. with side

curband bucket rest, 80 mm dia, heavy duty GI pipecentral postduly

filled therein with C. C. 1:2:4, 5 M long, 20 mm dia. medium G.I. pipefrompoint of tappingto standpostadditional 20mm dia G.I. pipe fixed

vertically upto 15mmdia self closing watertaps, one brass ferrule etc.

complete together with all labour and material charges as per drawing

and as directed by Engineer-in-charge when B.C.Soil is avai lable.

Rate includes draining arrangemment by excavating open gutters.

No 7484.00

a As above but when R.C.C. platformor Precast standpost issued freeof cost.

No 4633.00

14 RATES FOR ROAD AND RAILWAY CROSSING BY PUSH

THROUGH METHOD

Pushing of M.S. pipe of following dia for road crossing and

Railway crossing by push through method in all types of strata

by using hydraulic jack and drilling machine of requireddiameter, below 3.0 m depth including lowering, laying, jointing

of M.S.casing pipe including cost of all labour, fuel and

material,required welding machinery,tripod, chain pulley

block,crane , blower etc.,transportation and Dewatering

etc.complete as directed by Engineer-in-charge but excluding

cost of M.S. P ipes.

a 200 mm dia to 499 mm dia M.S.pipe Rmt

b 500 mm dia to 1000 mm dia M.S.pipe Rmt

7/28/2019 Nashik Sor 2012-13

52/211


2012-2013

Rate

( in Rs.)

2013-2014

1 2 3 4 5

WATER TREATMENT PLANT ( W.T.P.)

1 Designing (aesthetically), provi

Nashik Sor 2012-13

Documents

Transcript of Nashik Sor 2012-13