Machinery Req.

20
Work Programme from the month of Oct. 2011 to Feb. 2013 (Highway works ) NAME OF THE PROJECT : DEHRADUN HIGHWAYS PROJECTS LTD (CH:- 211+00 TO 218+200 OF NH.58 AND CH. 165+00 TO 196+800 OF NH.72 NAME OF EMPLOYER - NATIONALI HIGHWAYS AUTHORITY OF INDIA Month Wise Quantities 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Sl no Description Unit Oct-11 Nov-11 Dec-11 Jan-12 Feb-12 Mar-12 Apr-12 May-12 Jun-12 Jul-12 Aug-12 Sep-12 Oct-12 Nov-12 1 Clearing & Grubbing 127 Hact 9 18 19 12 18 15 13 13 5 5 0 0 0 0 2 Up rooting of stumps 2100 Nos 161 484 414 389 310 242 50 50 0 0 0 0 0 0 3 Excavation 287965 Cum 7861 16735 16735 39801 49873 42999 42259 28874 17833 13356 7761 3880 0 0 4 Earthwork in Embankment 1127309 Cum 42643 81307 81307 81307 117373 117373 158613 94650 86246 71826 97333 97333 0 0 5 Subgrade & Shoulder 429380 Cum 0 0 23906 23906 23906 33472 45951 75140 63975 37689 18659 28456 35661 18659 6 Median filling 100778 cum 0 0 0 0 7556 7556 7556 12192 12192 8316 9806 14442 14442 6720 Total of Earth work 50504 98042 121948 145014 198708 201400 254379 210856 180246 131187 133559 144111 50103 25379 7 Granular sub Base 251191 Cum 0 0 13794 13794 13794 13794 33782 32953 33703 33703 33307 22326 6115 0 8 Wet Mix Macadam 173421 Cum 0 0 0 3563 11171 11171 11171 17108 19645 29883 33641 29953 6117 0 9 Prime Coat 592609 Sqm 0 0 0 0 0 16250 62500 62500 16308 23125 147792 170917 93217 0 10 Tack Coat @ 3kg & 2.5 kg/ 1960190 Sqm 0 0 0 0 0 33750 139050 139030 160650 135000 317998 347998 531148 155548 11 Bituminos Macadam PCC 3967 Cum 0 0 0 0 0 339 489 350 0 411 853 1089 442 853 12 Dense Bituminos macadam 70581 Cum 0 0 0 0 0 2674 6161 7157 4666 2051 8893 16105 15605 7269 13 Bituminos Concrete 28923 Cum 0 0 0 0 0 0 0 1987 4029 2042 996 5091 8980 2899 Total of Bituminous Work 0 0 0 0 0 3013 6650 9494 8695 4504 10742 22285 25027 11021 14 Dry Lean Concrete 2520 0 0 0 0 0 0 0 0 0 0 0 1260 1260 0 15 Pavment Quality concrete 5040 0 0 0 0 0 0 0 0 0 0 0 2520 2520 0 16 Casting of Kerb 68418 Lm 0 0 0 0 4159 4159 4159 6495 6495 10808 12902 12556 4592 2094 17 Turfing on slopes 19614 Sqm 0 0 0 0 0 0 0 0 0 0 0 0 0 10000 Total Qty

description

dsds

Transcript of Machinery Req.

Page 1: Machinery Req.

Work Programme from the month of Oct. 2011 to Feb. 2013 (Highway works )

NAME OF THE PROJECT : DEHRADUN HIGHWAYS PROJECTS LTD (CH:- 211+00 TO 218+200 OF NH.58 AND CH. 165+00 TO 196+800 OF NH.72

NAME OF EMPLOYER - NATIONALI HIGHWAYS AUTHORITY OF INDIA

Month Wise Quantities 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

Sl no Description Total Qty Unit

Oct

-11

No

v-11

Dec

-11

Jan

-12

Feb

-12

Mar

-12

Ap

r-12

May

-12

Jun

-12

Jul-

12

Au

g-1

2

Sep

-12

Oct

-12

No

v-12

Dec

-13

1 Clearing & Grubbing 127 Hact 9 18 19 12 18 15 13 13 5 5 0 0 0 0 0

2 Up rooting of stumps 2100 Nos 161 484 414 389 310 242 50 50 0 0 0 0 0 0 0

3 Excavation 287965 Cum 7861 16735 16735 39801 49873 42999 42259 28874 17833 13356 7761 3880 0 0 0

4 Earthwork in Embankment 1127309 Cum 42643 81307 81307 81307 117373 117373 158613 94650 86246 71826 97333 97333 0 0 0

5 Subgrade & Shoulder 429380 Cum 0 0 23906 23906 23906 33472 45951 75140 63975 37689 18659 28456 35661 18659 0

6 Median filling 100778 cum 0 0 0 0 7556 7556 7556 12192 12192 8316 9806 14442 14442 6720 0Total of Earth work 50504 98042 121948 145014 198708 201400 254379 210856 180246 131187 133559 144111 50103 25379 0

7 Granular sub Base 251191 Cum 0 0 13794 13794 13794 13794 33782 32953 33703 33703 33307 22326 6115 0 0

8 Wet Mix Macadam 173421 Cum 0 0 0 3563 11171 11171 11171 17108 19645 29883 33641 29953 6117 0 0

9 Prime Coat 592609 Sqm 0 0 0 0 0 16250 62500 62500 16308 23125 147792 170917 93217 0 0

10 Tack Coat @ 3kg & 2.5 kg/1 1960190 Sqm 0 0 0 0 0 33750 139050 139030 160650 135000 317998 347998 531148 155548 0

11 Bituminos Macadam PCC 3967 Cum 0 0 0 0 0 339 489 350 0 411 853 1089 442 853 0

12 Dense Bituminos macadam 70581 Cum 0 0 0 0 0 2674 6161 7157 4666 2051 8893 16105 15605 7269 13889

13 Bituminos Concrete 28923 Cum 0 0 0 0 0 0 0 1987 4029 2042 996 5091 8980 2899 2899Total of Bituminous Work 0 0 0 0 0 3013 6650 9494 8695 4504 10742 22285 25027 11021 16788

14 Dry Lean Concrete 2520 0 0 0 0 0 0 0 0 0 0 0 1260 1260 0 0

15 Pavment Quality concrete 5040 0 0 0 0 0 0 0 0 0 0 0 2520 2520 0 0

16 Casting of Kerb 68418 Lm 0 0 0 0 4159 4159 4159 6495 6495 10808 12902 12556 4592 2094 0

17 Turfing on slopes 19614 Sqm 0 0 0 0 0 0 0 0 0 0 0 0 0 10000 9614

Page 2: Machinery Req.

Resources of Machinery Dec.-2011 (Month-1)

Item Unit

Resources of Machinery (Output of Machinery - considering 10hr/day and 26 days/month for 15 months)

Broomer Remarks

C and G 127 Hect. 9 0 0.35 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Excavation 287965 7861 0 0.00 0.50 0.00 0.00 0.00 0.00 0.00 2.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1657467 42643 0 0.82 2.73 1.64 1.64 2.60 0.00 0.00 18.22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

G.S.B 251191 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

WMM 173421 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Kerb Casting 68418 RM 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

BT work 103471 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

32097 2000 0 0.00 1.00 0.00 0.00 2.00 0.00 0.00 0.00 0.26 0.26 2.14 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Total Required 0.00 1.17 4.24 1.64 1.64 4.60 0.00 0.00 20.24 0.26 0.26 2.14 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Total Avilable

Project Qty.

Qty. This

monthLoader

40 Cum/hr

Dozer E/W 200 cum/hr ,

C&G 1000 m2/hr

Excavator 60 M3 /hr

Grader E/W 100 cum/hr, GSB 50 cum/hr

Vibratory roller

E/W-100 m3/hr GSB -

60m3/hr WMM -60m3/hr

Water Tanker 12 KL

WMM Plant

(120 TPH)

Paver(4.5 mtr width)WMM-

40m3/hrBT-25m3/hr

Tipper 15 m3,

BT-14 M3

Concrete Batching

Plant30m3/hr

Concrete Pump

30m3/hr

Transit Mixer6m3

Kerb Machine50 RM/hr

Hot Mix Plant (Batch Type)

(140 TPH)

Sensor Paver

60 m3/hr

PTR25

m3/hr

Tendom Roller

30 m3/hr

Bitumen Distributor

Air Compressor

M3

Emb., S.G., Shoulder and Median Filling

M3

M3

M3

M3

Concrete work for Culvert M3

Page 3: Machinery Req.

Resources of Machinery Jan - 2012

Item Unit

Resources of Machinery (Output of Machinery - considering 10hr/day and 26 days/month for 15 months)

Broomer

C and G 127 Hect. 18 0 0.69 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Excavation 287965 16735 0 0.00 1.07 0.00 0.00 0.00 0.00 0.00 4.29 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1657467 81307 0 1.56 5.21 3.13 3.13 4.95 0.00 0.00 34.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

G.S.B 251191 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

WMM 173421 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Kerb Casting 68418 RM 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

BT work 103471 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Concrete work for Culvert 32097 2200 0 0.00 1.00 0.00 0.00 2.00 0.00 0.00 0.00 0.28 0.28 2.35 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 2.26 7.28 3.13 3.13 6.95 0.00 0.00 39.04 0.28 0.28 2.35 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Total Avilable

Project Qty.

Qty. This

month

Loader 40

Cum/hr

Dozer E/W

200cum/hr , C&G 1000 m2/hr

Excavator 60 M3 /hr

Grader E/W 100 cum/hr, GSB 50 cum/hr

Vibratory roller

E/W-100 m3/hr GSB -

60m3/hr WMM -60m3/hr

Water Tanker 12 KL

WMM Plant

(120 TPH)

Paver(4.5 mtr width)WMM-

40m3/hrBT-25m3/hr

Tipper 15 m3,

BT-14 M3

Concrete Batching

Plant30m3/hr

Concrete Pump

30m3/hr

Transit Mixer6m3

Kerb Machine50 RM/hr

Hot Mix Plant (Batch Type)(140 TPH)

Sensor Paver

60 m3/hr

PTR25

m3/hr

Tendom Roller

30 m3/hr

Bitumen Distributor

Air Compressor

M3

Emb., S.G., Shoulder and Median Filling

M3

M3

M3

M3

M3

Total Required

Page 4: Machinery Req.

Resources of Machinery (Output of Machinery - considering 10hr/day and 26 days/month for 15 months)

Remarks

Page 5: Machinery Req.

Resources of Machinery Feb -2012

Item Unit

Resources of Machinery (Output of Machinery - considering 10hr/day and 26 days/month for 15 months)

Broomer

C and G 127 Hect. 19 0 0.73 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Excavation 287965 16735 0 0.00 1.07 0.00 0.00 0.00 0.00 0.00 4.29 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1657467 105213 0 2.02 6.74 4.05 4.05 6.41 0.00 0.00 44.96 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

G.S.B 251191 13794 1.3263 0.00 0.00 1.06 0.88 1.97 0.00 0.00 9.46 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

WMM 173421 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Kerb Casting 68418 RM 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

BT work 103471 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Concrete work for Culvert 32097 2200 0 0.00 1.00 0.00 0.00 2.00 0.00 0.00 0.00 0.28 0.28 2.35 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Total Required 1.33 2.75 8.82 5.11 4.93 10.38 0.00 0.00 58.72 0.28 0.28 2.35 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Total Avilable

Project Qty.

Qty. This

monthLoader

40 Cum/hr

Dozer E/W

200cum/hr, C&G 1000 m2/hr

Excavator 60 M3 /hr

Grader E/W 100 cum/hr, GSB 50 cum/hr

Vibratory roller

E/W-100 m3/hr GSB -

60m3/hr WMM -60m3/hr

Water Tanker 12 KL

WMM Plant

(120 TPH)

Paver(4.5 mtr width)WMM-

40m3/hrBT-

25m3/hr

Tipper 15 m3,

BT-14 M3

Concrete Batching

Plant30m3/hr

Concrete Pump

30m3/hr

Transit Mixer6m3

Kerb Machine50 RM/hr

Hot Mix Plant (Batch Type)

(140 TPH)

Sensor Paver

60 m3/hr

PTR25

m3/hr

Tendom Roller

30 m3/hr

Bitumen Distributor

Air Compressor

M3

Emb., S.G., Shoulder and Median Filling

M3

M3

M3

M3

M3

Page 6: Machinery Req.

Resources of Machinery (Output of Machinery - considering 10hr/day and 26 days/month for 15 months)

Remarks

Page 7: Machinery Req.

Resources of Machinery Mar - 2012

Item Unit

Resources of Machinery (Output of Machinery - considering 10hr/day and 26 days/month for 15 months)

Broomer Remarks

C and G 127 Hect. 12 0 0.46 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Excavation 287965 39801 0 0.00 2.55 0.00 0.00 0.00 0.00 0.00 10.21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1657467 105213 0 2.02 6.74 4.05 4.05 6.41 0.00 0.00 44.96 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

G.S.B 251191 13794 1.3263 0.00 0.00 1.06 0.88 1.97 0.00 0.00 9.46 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

WMM 173421 3563 0.3426 0.00 0.00 0.00 0.23 0.00 0.00 0.00 2.467 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Kerb Casting 68418 RM 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

BT work 103471 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

32097 3000 0 0.00 1.00 0.00 0.00 2.00 0.00 0.00 0.00 0.38 0.38 3.21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Total Required 1.67 2.48 10.30 5.11 5.16 10.38 0.00 0.00 67.10 0.38 0.38 3.21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Total Avilable

Project Qty.

Qty. This

monthLoader

40 Cum/hr

Dozer E/W 200

cum/hr , C&G 1000 m2/hr

Excavator 60 M3 /hr

Grader E/W 100

cum/hr, GSB 50 cum/hr

Vibratory roller

E/W-100 m3/hr GSB -

60m3/hr WMM -60m3/hr

Water Tanker 12 KL

WMM Plant

(120 TPH)

Paver(4.5 mtr width)WMM-

40m3/hrBT-

25m3/hr

Tipper 15 m3, BT-14

M3

Concrete Batching

Plant30m3/hr

Concrete Pump

30m3/hr

Transit Mixer6m3

Kerb Machine50 RM/hr

Hot Mix Plant (Batch Type)

(140 TPH)

Sensor Paver

60 m3/hr

PTR25

m3/hr

Tendom Roller

30 m3/hr

Bitumen Distributor

Air Compressor

M3

Emb., S.G., Shoulder and Median Filling

M3

M3

M3

M3

Concrete work for Culvert

M3

Page 8: Machinery Req.

Resources of Machinery Apr - 2012

Item Unit

Resources of Machinery (Output of Machinery - considering 10hr/day and 26 days/month for 15 months)

Broomer Remarks

C and G 127 Hect. 15 0 0.58 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Excavation 287965 42999 0 0.00 2.76 0.00 0.00 0.00 0.00 0.00 11.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

2E+06 2E+05 0 3.05 10.15 6.09 6.09 9.65 0.00 0.00 67.69 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

G.S.B 251191 13794 1.3263 0.00 0.00 1.06 0.88 1.97 0.00 0.00 9.46 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

WMM 173421 11171 1.0741 0.00 0.00 0.00 0.72 1.00 1.00 7.734 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Kerb Casting 68418 RM 4159 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.00 0.44 0.32 0.00 0.00 0.00 0.00 0.00 0.00 0.00

BT work 103471 3013 0.2897 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

32097 3000 0 0.00 1.00 0.00 0.00 2.00 0.00 0.00 0.00 0.38 0.38 3.21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

2.69 3.62 13.91 7.15 7.69 13.62 1.00 1.00 95.92 0.42 0.38 3.65 0.32 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Total Avilable

Project Qty.

Qty. This

monthLoader

40 Cum/hr

Dozer E/W 200

cum/hr , C&G 1000 m2/hr

Excavator 60 M3 /hr

Grader E/W 100 cum/hr, GSB 50 cum/hr

Vibratory roller

E/W-100 m3/hr GSB -

60m3/hr WMM -60m3/hr

Water Tanker 12 KL

WMM Plant

(120 TPH)

Paver(4.5 mtr width)WMM-

40m3/hrBT-

25m3/hr

Tipper 15 m3,

BT-14 M3

Concrete Batching

Plant30m3/hr

Concrete Pump

30m3/hr

Transit Mixer6m3

Kerb Machine50 RM/hr

Hot Mix Plant (Batch Type)

(140 TPH)

Sensor Paver

60 m3/hr

PTR25

m3/hr

Tendom Roller

30 m3/hr

Bitumen Distributor

Air Compressor

M3

Emb., S.G., Shoulder and Median Filling

M3

M3

M3 4 KL-1 No

4 KL-1 No

M3

Concrete work for Culvert

M3

Total Required

Page 9: Machinery Req.

Resources of Machinery May - 2012

Item Unit

Resources of Machinery (Output of Machinery - considering 10hr/day and 26 days/month for 15 months)

Broomer Remarks

C and G 127 Hect. 13 0 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Excavation 287965 42259 0 0.00 2.71 0.00 0.00 0.00 0.00 0.00 10.84 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1657467 2E+05 0 4.08 13.60 8.16 8.16 12.92 0.00 0.00 90.65 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

G.S.B 251191 33782 3.24827 0.00 0.00 2.60 2.17 4.83 0.00 0.00 23.18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

WMM 173421 11171 1.07413 0.00 0.00 0.00 0.72 1.00 1.00 7.734 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Kerb Casting 68418 RM 4159 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.00 0.44 0.32 0.00 0.00 0.00 0.00 0.00 0.00 0.00

BT work 103471 6650 0.63942 0.00 0.00 0.00 0.00 1.00 0.00 1.00 6.09 0.00 0.00 0.00 0.00 1.00 1.00 2.00 2.00 1.00 2.00 1.00

32097 3000 0 0.00 1.00 0.00 0.00 2.00 0.00 0.00 0.00 0.38 0.38 3.21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4.96 4.58 17.31 10.76 11.04 20.75 1.00 2.00 138.49 0.42 0.38 3.65 0.32 1.00 1.00 2.00 2.00 1.00 2.00 1.00

Total Avilable

Project Qty.

Qty. This

monthLoader

40 Cum/hr

Dozer E/W 200

cum/hr , C&G 1000 m2/hr

Excavator 60 M3 /hr

Grader E/W 100

cum/hr, GSB 50 cum/hr

Vibratory roller

E/W-100 m3/hr GSB -

60m3/hr WMM -60m3/hr

Water Tanker 12 KL

WMM Plant

(120 TPH)

Paver(4.5 mtr width)WMM-

40m3/hrBT-

25m3/hr

Tipper 15 m3,

BT-14 M3

Concrete Batching

Plant30m3/hr

Concrete Pump

30m3/hr

Transit Mixer6m3

Kerb Machine50 RM/hr

Hot Mix Plant (Batch Type)

(140 TPH)

Sensor Paver

60 m3/hr

PTR25

m3/hr

Tendom Roller

30 m3/hr

Bitumen Distributor

Air Compressor

M3

Emb., S.G., Shoulder and Median Filling

M3

M3

M3 4 KL-1 No

4 KL-1 No

M3

Concrete work for Culvert

M3

Total Required

Page 10: Machinery Req.

Resources of Machinery June - 2012

Item Unit

Resources of Machinery (Output of Machinery - considering 10hr/day and 26 days/month for 15 months)

Broomer Remarks

C and G 127 Hect. 13 0 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Excavation 287965 28874 0 0.00 1.85 0.00 0.00 0.00 0.00 0.00 7.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

2E+06 181982 0 3.50 11.67 7.00 7.00 11.08 0.00 0.00 77.77 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

G.S.B 251191 32953 3.1686 0.00 0.00 2.53 2.11 4.71 0.00 0.00 22.61 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

WMM 173421 17108 1.645 0.00 0.00 0.00 1.10 1.00 1.00 11.844 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Kerb Casting 68418 RM 6495 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.06 0.00 0.69 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00

BT work 103471 9494 0.9129 0.00 0.00 0.00 0.00 1.00 0.00 1.00 8.69 0.00 0.00 0.00 0.00 1.00 1.00 2.00 2.00 1.00 2.00 1.00

32097 3000 0 0.00 1.00 0.00 0.00 2.00 0.00 0.00 0.00 0.38 0.38 3.21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

5.73 4.00 14.52 9.53 10.21 18.79 1.00 2.00 128.32 0.44 0.38 3.90 0.50 1.00 1.00 2.00 2.00 1.00 2.00 1.00

Total Avilable

Project Qty.

Qty. This

month

Loader 40

Cum/hr

Dozer E/W 200

cum/hr , C&G 1000 m2/hr

Excavator 60 M3 /hr

Grader E/W 100 cum/hr, GSB 50 cum/hr

Vibratory roller

E/W-100 m3/hr GSB -

60m3/hr WMM -60m3/hr

Water Tanker 12 KL

WMM Plant

(120 TPH)

Paver(4.5 mtr width)WMM-

40m3/hrBT-

25m3/hr

Tipper 15 m3,

BT-14 M3

Concrete Batching

Plant30m3/hr

Concrete Pump

30m3/hr

Transit Mixer6m3

Kerb Machine50 RM/hr

Hot Mix Plant (Batch Type)

(140 TPH)

Sensor Paver

60 m3/hr

PTR25

m3/hr

Tendom Roller

30 m3/hr

Bitumen Distributor

Air Compressor

M3

Emb., S.G., Shoulder and Median Filling

M3

M3

M3 4 KL-1 No

4 KL-1 No

M3

Concrete work for Culvert

M3

Total Required

Page 11: Machinery Req.

Resources of MachineryJuly - 2012

Item Unit

Resources of Machinery (Output of Machinery - considering 10hr/day and 26 days/month for 15 months)

Broomer Remarks

C and G 127 Hect. 5 0 0.19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Excavation 287965 17833 0 0.00 1.14 0.00 0.00 0.00 0.00 0.00 4.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1657467 2E+05 0 3.12 10.41 6.25 6.25 9.89 0.00 0.00 69.41 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

G.S.B 251191 33703 3.2407 0.00 0.00 2.59 2.16 4.82 0.00 0.00 23.13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

WMM 173421 19645 1.8889 0.00 0.00 0.00 1.26 1.00 1.00 13.600 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Kerb Casting 68418 RM 6495 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.06 0.00 0.69 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00

BT work 103471 8695 0.8361 0.00 0.00 0.00 0.00 1.00 0.00 1.00 7.96 0.00 0.00 0.00 0.00 1.00 1.00 2.00 2.00 1.00 2.00 1.00

32097 3000 0 0.00 1.00 0.00 0.00 2.00 0.00 0.00 0.00 0.38 0.38 3.21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

5.97 3.32 12.55 8.84 9.67 17.71 1.00 2.00 118.66 0.44 0.38 3.90 0.50 1.00 1.00 2.00 2.00 1.00 2.00 1.00

Total Avilable

Project Qty.

Qty. This

month

Loader 40

Cum/hr

Dozer E/W 200

cum/hr , C&G 1000 m2/hr

Excavator 60 M3 /hr

Grader E/W 100 cum/hr, GSB 50 cum/hr

Vibratory roller

E/W-100 m3/hr GSB -

60m3/hr WMM -60m3/hr

Water Tanker 12 KL

WMM Plant

(120 TPH)

Paver(4.5 mtr width)WMM-

40m3/hrBT-

25m3/hr

Tipper 15 m3,

BT-14 M3

Concrete Batching

Plant30m3/hr

Concrete Pump

30m3/hr

Transit Mixer6m3

Kerb Machine50 RM/hr

Hot Mix Plant(Batch Type)(140 TPH)

Sensor Paver

60 m3/hr

PTR25

m3/hr

Tendom Roller

30 m3/hr

Bitumen Distributor

Air Compressor

M3

Emb., S.G., Shoulder and Median Filling M3

M3

M3 4 KL-1 No

4 KL-1 No

M3

Concrete work for Culvert M3

Total Required

Page 12: Machinery Req.

Resources of MachineryAug - 2012

Item Unit

Resources of Machinery (Output of Machinery - considering 10hr/day and 26 days/month for 15 months)

Broomer Remarks

C and G 127 Hect. 5 0 0.19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Excavation 287965 13356 0 0.00 0.86 0.00 0.00 0.00 0.00 0.00 3.42 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

2E+06 117831 0 2.27 7.55 4.53 4.53 7.18 0.00 0.00 50.36 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

G.S.B 251191 33703 3.24067 0.00 0.00 2.59 2.16 4.82 0.00 0.00 23.13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

WMM 173421 29883 2.87337 0.00 0.00 0.00 1.92 1.00 1.00 20.688 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Kerb Casting 68418 RM 10808 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.09 0.00 1.15 0.83 0.00 0.00 0.00 0.00 0.00 0.00 0.00

BT work 103471 4504 0.43308 0.00 0.00 0.00 0.00 1.00 0.00 1.00 4.12 0.00 0.00 0.00 0.00 1.00 1.00 2.00 2.00 1.00 2.00 1.00

32097 3000 0 0.00 1.00 0.00 0.00 2.00 0.00 0.00 0.00 0.38 0.38 3.21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Total Required 6.55 2.46 9.41 7.12 8.61 14.99 1.00 2.00 101.72 0.48 0.38 4.36 0.83 1.00 1.00 2.00 2.00 1.00 2.00 1.00

Total Avilable

Project Qty.

Qty. This

month

Loader 40

Cum/hr

Dozer E/W 200

cum/hr , C&G 1000 m2/hr

Excavator 60 M3 /hr

Grader E/W 100 cum/hr, GSB 50 cum/hr

Vibratory roller

E/W-100 m3/hr GSB -

60m3/hr WMM -60m3/hr

Water Tanker 12 KL

WMM Plant

(120 TPH)

Paver(4.5 mtr width)WMM-

40m3/hrBT-

25m3/hr

Tipper 15 m3,

BT-14 M3

Concrete Batching

Plant30m3/hr

Concrete Pump

30m3/hr

Transit Mixer6m3

Kerb Machine50 RM/hr

Hot Mix Plant(Batch Type)(140 TPH)

Sensor Paver

60 m3/hr

PTR25

m3/hr

Tendom Roller

30 m3/hr

Bitumen Distributor

Air Compressor

M3

Emb., S.G., Shoulder and Median Filling

M3

M3

M3 4 KL-1 No

4 KL-1 No

M3

Concrete work for Culvert

M3

Page 13: Machinery Req.

Resources of Machinery Sept. - 2012

Item

Resources of Machinery (Output of Machinery - considering 10hr/day and 26 days/month for 15 months)

C and G 127 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Excavation 287965 7761 0 0.00 0.50 0.00 0.00 0.00 0.00 0.00 1.99 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1657467 125798 0 2.42 8.06 4.84 4.84 7.66 0.00 0.00 53.76 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

G.S.B 251191 33307 3.203 0.00 0.00 2.56 2.14 4.76 0.00 0.00 22.85 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

WMM 173421 33641 3.235 0.00 0.00 0.00 2.16 1.00 1.00 23.290 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Kerb Casting 68418 RM 12902 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.11 0.00 1.38 0.99 0.00 0.00 0.00 0.00 0.00 0.00 0.00

BT work 103471 10742 1.033 0.00 0.00 0.00 0.00 1.00 0.00 1.00 9.83 0.00 0.00 0.00 0.00 1.00 1.00 2.00 2.00 1.00 2.00 1.00

32097 3000 0 0.00 1.00 0.00 0.00 2.00 0.00 0.00 0.00 0.38 0.38 3.21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

7.47 2.42 9.56 7.40 9.13 15.42 1.00 2.00 111.73 0.49 0.38 4.58 0.99 1.00 1.00 2.00 2.00 1.00 2.00 1.00

Project Qty.

Unit

Qty. This

month

Loader 40 Cum/

hr

Dozer

E/W 200

cum/hr ,

C&G 1000 m2/h

r

Excavator

60 M3 /hr

Grader E/W 100

cum/hr,

GSB 50

cum/hr

Vibratory

roller E/W-100

m3/hr GSB -60m3/h

r WMM -60m3/h

r

Water

Tanker 12 KL

WMM Plant(120 TPH)

Paver(4.5 mtr

width)WMM-40m3/

hrBT-

25m3/hr

Tipper 15 m3,

BT-14 M3

Concrete

Batching

Plant30m3/

hr

Concrete

Pump30m3/

hr

Transit

Mixer

6m3

Kerb Machi

ne50

RM/hr

Hot Mix

Plant (Batch Type)(140 TPH)

Sensor

Paver

60 m3/hr

PTR25

m3/hr

Tendom

Roller30

m3/hr

Bitumen

Distributor

Air Compre

ssor

Broomer

Hect.

M3

Emb., S.G., Shoulder and Median Filling

M3

M3

M3 4 KL-1 No

4 KL-1 No

M3

Concrete work for Culvert

M3

Total Required

Total Avilable

Page 14: Machinery Req.

Resources of MachineryOct. - 2012

Item Unit

Resources of Machinery (Output of Machinery - considering 10hr/day and 26 days/month for 15 months)

Broomer Remarks

C and G 127 Hect. 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Excavation 287965 3880 0 0.00 0.25 0.00 0.00 0.00 0.00 0.00 0.99 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1657467 1E+05 0 2.70 8.99 5.39 5.39 8.54 0.00 0.00 59.93 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

G.S.B 251191 22326 2.1467 0.00 0.00 1.72 1.43 3.19 0.00 0.00 15.32 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

WMM 173421 29953 2.8801 0.00 0.00 0.00 1.92 1.00 1.00 20.737 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Kerb Casting 68418 RM 12556 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.11 0.00 1.34 0.97 0.00 0.00 0.00 0.00 0.00 0.00 0.00

BT work 103471 22285 2.1428 0.00 0.00 0.00 0.00 1.00 0.00 1.00 20.40 0.00 0.00 0.00 0.00 1.00 1.00 2.00 2.00 1.00 2.00 1.00

32097 3000 0 0.00 1.00 0.00 0.00 2.00 0.00 0.00 0.00 0.38 0.38 3.21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Total Required 7.17 2.70 10.24 7.11 8.74 14.73 1.00 2.00 117.38 0.49 0.38 4.55 0.97 1.00 1.00 2.00 2.00 1.00 2.00 1.00

Total Avilable

Project Qty.

Qty. This

month

Loader 40

Cum/hr

Dozer E/W 200

cum/hr , C&G 1000 m2/hr

Excavator 60 M3 /hr

Grader E/W 100

cum/hr, GSB 50 cum/hr

Vibratory roller

E/W-100 m3/hr GSB -

60m3/hr WMM -60m3/hr

Water Tanker 12 KL

WMM Plant

(120 TPH)

Paver(4.5 mtr width)WMM-

40m3/hrBT-

25m3/hr

Tipper 15 m3,

BT-14 M3

Concrete Batching

Plant30m3/hr

Concrete Pump

30m3/hr

Transit Mixer6m3

Kerb Machine50 RM/hr

Hot Mix Plant

(Batch Type)

(140 TPH)

Sensor Paver

60 m3/hr

PTR25

m3/hr

Tendom Roller

30 m3/hr

Bitumen Distributor

Air Compressor

M3

Emb., S.G., Shoulder and Median Filling

M3

M3

M3 4 KL-1 No

4 KL-1 No

M3

Concrete work for Culvert

M3

Page 15: Machinery Req.

Resources of Machinery Nov. - 2012

Item Unit

Resources of Machinery (Output of Machinery - considering 10hr/day and 26 days/month for 15 months)

Broomer Remarks

C and G 127 Hect. 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Excavation 287965 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1657467 50103 0 0.96 3.21 1.93 1.93 3.05 0.00 0.00 21.41 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

G.S.B 251191 6115 0.58798 0.00 0.00 0.47 0.39 0.87 0.00 0.00 4.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

WMM 173421 6117 0.58817 0.00 0.00 0.00 0.39 1.00 1.00 4.235 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Kerb Casting 68418 RM 4592 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.00 0.49 0.35 0.00 0.00 0.00 0.00 0.00 0.00 0.00

BT work 103471 25027 2.40644 0.00 0.00 0.00 0.00 1.00 0.00 1.00 22.91 0.00 0.00 0.00 0.00 1.00 1.00 2.00 2.00 1.00 2.00 1.00

32097 1000 0 0.00 1.00 0.00 0.00 2.00 0.00 0.00 0.00 0.13 0.13 1.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Total Required 3.58 0.96 4.21 2.40 2.71 6.93 1.00 2.00 52.75 0.17 0.13 1.56 0.35 1.00 1.00 2.00 2.00 1.00 2.00 1.00

Total Avilable

Project Qty.

Qty. This

month

Loader 40

Cum/hr

Dozer E/W 200

cum/hr , C&G 1000 m2/hr

Excavator 60 M3 /hr

Grader E/W 100

cum/hr, GSB 50 cum/hr

Vibratory roller

E/W-100 m3/hr GSB -

60m3/hr WMM -60m3/hr

Water Tanker 12 KL

WMM Plant

(120 TPH)

Paver(4.5 mtr width)WMM-

40m3/hrBT-

25m3/hr

Tipper 15 m3,

BT-14 M3

Concrete Batching

Plant30m3/hr

Concrete Pump

30m3/hr

Transit Mixer6m3

Kerb Machine50 RM/hr

Hot Mix Plant

(Batch Type)

(140 TPH)

Sensor Paver

60 m3/hr

PTR25

m3/hr

Tendom Roller

30 m3/hr

Bitumen Distributor

Air Compressor

M3

Emb., S.G., Shoulder and Median Filling

M3

M3

M3 4 KL-1 No

4 KL-1 No

M3

Concrete work for Culvert

M3

Page 16: Machinery Req.

Resources of Machinery Dec. -2012

Item Unit

Resources of Machinery (Output of Machinery - considering 10hr/day and 26 days/month for 15 months)

Broomer Remarks

C and G 127 Hect. 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Excavation 287965 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1657467 25379 0 0.49 1.63 0.98 0.98 1.55 0.00 0.00 10.85 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

G.S.B 251191 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

WMM 173421 0 0 0.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Kerb Casting 68418 RM 2094 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.22 0.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00

BT work 103471 11021 1.05971 0.00 0.00 0.00 0.00 1.00 0.00 1.00 10.09 0.00 0.00 0.00 0.00 1.00 1.00 2.00 2.00 1.00 2.00 1.00

32097 400 0 0.00 1.00 0.00 0.00 2.00 0.00 0.00 0.00 0.05 0.05 0.43 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1.06 0.49 2.63 0.98 0.98 4.55 1.00 2.00 20.93 0.07 0.05 0.65 0.16 1.00 1.00 2.00 2.00 1.00 2.00 1.00

Total Avilable

Project Qty.

Qty. This

monthLoader

40 Cum/hr

Dozer E/W 200

cum/hr ,

C&G 1000 m2/hr

Excavator 60 M3 /hr

Grader E/W 100

cum/hr, GSB 50 cum/hr

Vibratory roller

E/W-100 m3/hr GSB -

60m3/hr WMM -60m3/hr

Water Tanker 12 KL

WMM Plant

(120 TPH)

Paver(4.5 mtr width)WMM-

40m3/hrBT-

25m3/hr

Tipper 15 m3,

BT-14 M3

Concrete Batching

Plant30m3/hr

Concrete Pump

30m3/hr

Transit Mixer6m3

Kerb Machine50 RM/hr

Hot Mix Plant

(Batch Type)

(140 TPH)

Sensor Paver

60 m3/hr

PTR25

m3/hr

Tendom Roller

30 m3/hr

Bitumen Distributor

Air Compressor

M3

Emb., S.G., Shoulder and Median Filling

M3

M3

M3 4 KL-1 No

4 KL-1 No

M3

Concrete work for Culvert

M3

Total Required

Page 17: Machinery Req.

Resources of Machinery Jan.-2013

Item Unit

Resources of Machinery (Output of Machinery - considering 10hr/day and 26 days/month for 15 months)

Broomer Remarks

C and G 127 Hect. 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Excavation 287965 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1657467 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

G.S.B 251191 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

WMM 173421 0 0 0.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Kerb Casting 68418 RM 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

BT work 103471 16788 1.61423 0.00 0.00 0.00 0.00 1.00 0.00 1.00 15.37 0.00 0.00 0.00 0.00 1.00 1.00 2.00 2.00 1.00 2.00 1.00

32097 297 0 0.00 1.00 0.00 0.00 2.00 0.00 0.00 0.00 0.04 0.04 0.32 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1.61 0.00 1.00 0.00 0.00 3.00 1.00 2.00 15.37 0.04 0.04 0.32 0.00 1.00 1.00 2.00 2.00 1.00 2.00 1.00

Total Avilable

Project Qty.

Qty. This

monthLoader

40 Cum/hr

Dozer E/W 200

cum/hr , C&G 1000 m2/hr

Excavator 60 M3 /hr

Grader E/W 100

cum/hr, GSB

50 cum/hr

Vibratory roller

E/W-100 m3/hr GSB -

60m3/hr WMM -60m3/hr

Water Tanker 12 KL

WMM Plant

(120 TPH)

Paver(4.5 mtr width)WMM-

40m3/hrBT-

25m3/hr

Tipper 15 m3,

BT-14 M3

Concrete Batching

Plant30m3/hr

Concrete Pump

30m3/hr

Transit Mixer6m3

Kerb Machine50 RM/hr

Hot Mix Plant

(Batch Type)

(140 TPH)

Sensor Paver

60 m3/hr

PTR25

m3/hr

Tendom Roller

30 m3/hr

Bitumen Distributor

Air Compressor

M3

Emb., S.G., Shoulder and Median Filling

M3

M3

M3 4 KL-1 No

4 KL-1 No

M3

Concrete work for Culvert

M3

Total Required

Page 18: Machinery Req.

Resources of Machinery Feb.-2013

Item Unit

Resources of Machinery (Output of Machinery - considering 10hr/day and 26 days/month for 15 months)

Broomer Remarks

C and G 127 Hect. 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Excavation 287965 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1657467 8714 0 0.17 0.56 0.34 0.34 0.53 0.00 0.00 3.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

G.S.B 251191 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

WMM 173421 0 0 0.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Kerb Casting 68418 RM 2562 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.27 0.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00

BT work 103471 12421 1.19433 0.00 0.00 0.00 0.00 1.00 0.00 1.00 11.37 0.00 0.00 0.00 0.00 1.00 1.00 2.00 2.00 1.00 2.00 1.00

32097 0 0 0.00 1.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1.19 0.17 1.56 0.34 0.34 3.53 1.00 2.00 15.09 0.02 0.00 0.27 0.20 1.00 1.00 2.00 2.00 1.00 2.00 1.00

Total Avilable

Project Qty.

Qty. This

monthLoader

40 Cum/hr

Dozer E/W 200

cum/hr , C&G 1000 m2/hr

Excavator 60 M3 /hr

Grader E/W 100

cum/hr, GSB

50 cum/hr

Vibratory roller

E/W-100 m3/hr GSB -

60m3/hr WMM -60m3/hr

Water Tanker 12 KL

WMM Plant

(120 TPH)

Paver(4.5 mtr width)WMM-

40m3/hrBT-

25m3/hr

Tipper 15 m3,

BT-14 M3

Concrete Batching

Plant30m3/hr

Concrete Pump

30m3/hr

Transit Mixer6m3

Kerb Machine50 RM/hr

Hot Mix Plant

(Batch Type)

(140 TPH)

Sensor Paver

60 m3/hr

PTR25

m3/hr

Tendom Roller

30 m3/hr

Bitumen Distributor

Air Compressor

M3

Emb., S.G., Shoulder and Median Filling

M3

M3

M3 4 KL-1 No

4 KL-1 No

M3

Concrete work for Culvert

M3

Total Required

Page 19: Machinery Req.

Required Machinary

Dehradun Highway Project Limited

Km. 165.00 to 190.00 of NH-72) Km 165- Km190 of NH-72

S.N. Type of Equipment Capacity

Jan

-12

Feb

-12

Mar

-12

Ap

r-12

May

-12

Jun

-12

Jul-

12

Au

g-1

2

Sep

-12

Oct

-12

No

v-12

Dec

-12

Remarks

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

A.

1 Dozer-80 D 200 cum/hr 0 1 1 1 1 1 1 1 1 1 1 1

2 Excavator 60 cum/hr 0 2 2 2 1 1 1 1 1 1 1 1 Uprooting work & Misc.

3 Tipper 15 cum 0 0 2 2 2 2 2 2 2 2 2 24 Motor grader 200 cum/hr 0 0 1 1 1 1 1 1 1 1 1 1

5 Water tanker 12 KL 0 0 1 1 1 1 1 1 1 1 1 16 Vibratory roller 100 cum/hr 0 0 1 1 1 1 1 1 1 1 1 1

7 JCB Excavator3D

0 2 2 2 2 2 2 2 2 2 2 2

8 Baby roller 1.0 tonne 0 0 1 1 1 1 1 1 1 1 1 19 Hidra crane 12 tonne 0 1 1 1 1 1 1 1 1 1 0

10 Plate compactor - 0 1 1 1 1 1 1 1 1 1 0 B.

For Granular sub base

1 Motor grader 50 cum/hr 0 0 1 2 2 2 2 1 1 2 2 02 Water tanker 12 KL 0 0 1 3 3 3 3 1 1 3 3 03 Vibratory roller 50 cum/hr 0 0 1 2 2 2 2 1 1 2 2 0

C. For W.M.M.

1 WMM Mixing plant unit 200 Tph 0 0 0 1 1 1 1 1 1 1 1 02 Wheel loader 1.25 cum 0 0 0 1 1 1 1 1 1 1 1 03 Tipper 35 tonne 0 0 0 8 15 15 8 8 8 15 15 05 Paver finisher 50 cm/hr 0 0 0 1 1 1 1 1 1 1 1 06 Vibratory roller 50 cum/hr 0 0 0 1 1 1 1 1 1 1 1 0

7 Water tanker 4 KL 0 0 0 1 1 1 1 1 1 1 1 0D.

Kerb Casting

1 Concrete Bathing plant unit 30 cum/hr 0 0 0 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25

2 Kerb casting M/c 300 m /day 0 0 0 1 1 1 1 1 1 1 1 1

3 Transit Mixer 4-6 cum 0 0 0 2 2 2 2 2 2 2 2 24 Kerb cutting Machine - 0 0 0 1 1 1 1 1 1 1 1 15 Water tanker 4 KL 0 0 0 1 1 1 1 1 1 1 1 16 Tractor with Trolly 100 ft 0 0 0 1 1 1 1 1 1 1 1 1E.

For Bituminous work

1 Batch type Hot mix plant unit 160 Tph 0 0 0 0 1 1 1 1 1 1 1 12 Loader 1.25 cum 0 0 0 0 1 1 1 1 1 1 1 13 Tipper 35 tonne 0 0 0 0 6 6 6 4 4 13 13 134 Paver finisher(5.50 m) 40 cum/ hr 0 0 0 0 1 1 1 1 1 1 1 1

5 Paver finisher (10.00 m) 100 cum/hr 0 0 0 0 1 1 1 1 1 1 1 1

6 Vibratory tandem roller 50 cum/hr 0 0 0 0 2 2 2 2 2 3 3 37 Pneumatic tyred roller 50 cum/hr 0 0 0 0 1 1 1 1 1 2 2 28 Mechanical Broom - 0 0 0 0 1 1 1 1 1 2 2 29 Air compressor - 0 0 0 0 1 1 1 1 1 2 2 2

10 Water tanker 10 KL 0 0 0 0 1 1 1 1 1 1 1 111 Pavement cutting machine 0 0 0 0 1 1 1 1 1 1 1 112 Lighting Tower 0 0 0 0 1 1 1 1 1 1 1 113 Tractor with Trolly 100 ft 0 0 0 0 2 2 2 2 2 2 2 214 Bitumen pressure Distributor 1750 sqm/hr 0 0 0 0 1 1 1 1 1 2 2 2

15 Trailer (40 Ft.) 0 0 0 0 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25

For site clearance & Earth work

Clearing and grubing & soil dozing

Earth work will be done by Agency But some part will be done by departmentally as discussed,so we need some m/c as shown.(soil

supplied by agency)

Will done by deptt.(PC may be deploed)&Material will

be supplied by CPC