fdr km 86.057 to 133.922 for 2015-16

Estimate Amount Rs. 28.00 Lakhs

1 Scarifying the existing bituminous road surface

2 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam for patch work.

3 Providing Patch Repairs with Bituminous Macadam

4 Providing Patch Repairs with Bituminous Concrete

5 Clearing Juliflora jungle icluding uprooting

6 Construction of earthen shoulders with approved material

7 L.S provisions towards Agency charges @ 9%.and for rounding off

Deputy Executive Engineer,

(R&B) N H Sub-Division,Bapatla

Specification Report to accompany the Estimate for " FDR to road from km 86.057 to 133.922 of NH-565 in (R&B) NH Division,Vijayawada.

The NH 565 is starting from Nakrekal on NH 565 connecting Nalgonda, Nagarjunasagar, Marchella and Y'Palem. This road is an important NH connecting interior areas. This stretch is sanctioned to Rehabilitation and upgradition of NH 565to two lanes with parelell shoulders in the state of A.P. through EPC basis (Under NHDP -IV). The agency has not started the work nd the work is in termination stage.

Due to heavy traffic and heavy rains the existing carriage way is badly sunken and deep pot holes are formed. It is causing more inconvenience to vehicular traffic. It is very essential to take up the patch repairs, jungle clearence and low shoulders immeditely for free flow of traffic. Hence, it is necessiated to prepare the estimate with the following provisions.

The estimate is prepared based on current SSR 2015-2016 and SOR rates and latest Bitumen rates and the work will be carried out as per standerd specifications and relevent clauses.

Name of Work : FDR to road from km 86.057 to 133.922 of NH-565 in (R&B) NH Division,Vijayawada

Estimate Rs. 25.17 Lakhs

DETAILED - CUM - ABSTRACT ESTIMATE

S. No Description of item No L B D Qty Amount

1 2 3 4 5 6 7 8 9

1

km 88/2 1 x 1 10.00 7.00 70.00

km 88/4 1 x 1 10.00 7.00 70.00

km 98/10 1 x 1 40.00 7.00 280.00

km 104/6 1 x 1 5.00 5.50 27.50

km 113/4 1 x 1 15.00 5.50 82.50

km 119/4 1 x 1 30.00 3.66 109.80

km 119/8 1 x 1 18.00 3.66 65.88

km 124/4 1 x 1 15.00 3.66 54.90

km 128/8 1 x 1 10.00 3.66 36.60

km 130/2 1 x 1 50.00 7.00 350.00

1147.18

Say 1147.00 8.00 9176

Sqm Sqm

2

km 88/2 1 x 1 10 7.30 0.15 10.95

km 88/4 1 x 1 10.00 7.30 0.15 10.95

km 98/10 1 x 1 40.00 7.30 0.15 43.8

km 104/6 1 x 1 5.00 5.80 0.15 4.35

km 113/4 1 x 1 15.00 5.80 0.15 13.05

km 119/4 1 x 1 30.00 3.90 0.15 17.55

km 119/8 1 x 1 18.00 3.90 0.15 10.53

km 124/4 1 x 1 15.00 3.90 0.15 8.78

km 128/8 1 x 1 10.00 3.90 0.15 5.85

km 130/2 1 x 1 50.00 7.20 0.20 72.00

197.81

Say 198.00 1935.00 383130

Cum Cum

Rate/Per

Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

3

km 88/2 1 x 1 10.00 7.00 0.05 3.500

km 88/4 1 x 1 10.00 7.00 0.05 3.500

km 98/10 1 x 1 40.00 7.00 0.05 14.000

km 104/6 1 x 1 5.00 5.50 0.05 1.375

km 113/4 1 x 1 15.00 5.50 0.05 4.125

km 119/4 1 x 1 30.00 3.66 0.05 5.490

km 119/8 1 x 1 18.00 3.66 0.05 3.294

km 124/4 1 x 1 15.00 3.66 0.05 2.745

km 128/8 1 x 1 10.00 3.66 0.05 1.830

km 130/2 1 x 1 50.00 7.00 0.05 17.500

57.359

cum

Patch work (Sqm)

Km 86.057 to 87/0 1 x 1 15.50

Km 87/0 to 88/0 1 x 1 6.20

Km 88/0 to 89/0 1 x 1 8.50

Km 90/0 to 91/0 1 x 1 12.50

Km 98/0 to 99/0 1 x 1 98.00

Km 99/0 to 100/0 1 x 1 14.50

Km 100/0 to 101/0 1 x 1 25.80

Km 101/0 to 102/0 1 x 1 14.60

Km 102/0 to 103/0 1 x 1 13.90

Km 103/0 to 104/0 1 x 1 6.50

Km 104/0 to 105/0 1 x 1 81.40

Km 106/0 to 107/0 1 x 1 14.50

Km 107/0 to 108/0 1 x 1 17.30

Km 108/0 to 109/0 1 x 1 29.00

Km 109/0 to 110/0 1 x 1 12.50

Km 110/0 to 111/0 1 x 1 7.50

Km 111/0 to 112/0 1 x 1 26.00

Km 112/0 to 113/0 1 x 1 33.80

Km 113/0 to 114/0 1 x 1 11.00

Km 114/0 to 115/0 1 x 1 18.00

Providing and laying bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with 60/70 grade bituminous binder 60/70 @ 3.3 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 504 complete in all respects.

Km 115/0 to 116/0 1 x 1 14.50

Km 116/0 to 117/0 1 x 1 12.80

Km 117/0 to 118/0 1 x 1 13.50

Km 118/0 to 119/0 1 x 1 17.00

Km 119/0 to 120/0 1 x 1 30.20

km 120/0 to 121/0 1 x 1 12.00

Km 121/0 to 122/0 1 x 1 14.50

Km 122/0 to 123/0 1 x 1 21.80

Km 123/0 to 124/0 1 x 1 15.50

Km 124/0 to 125/0 1 x 1 17.00

Km 125/0 to 126/0 1 x 1 8.20

Km 126/0 to 127/0 1 x 1 14.50

Km 127/0 to 128/0 1 x 1 18.20

Km 128/0 to 129/0 1 x 1 28.00

Km 129/0 to 130/0 1 x 1 12.00

Km 130/0 to 131/0 1 x 1 24.80

Km 131/0 to 132/0 1 x 1 16.50

Km 132/0 to 133/0 1 x 1 19.00

777.00

Sqm

ie 777.00 0.05 38.85

Total (57.539+38.85) 96.21

Say 96.00 5534.00 531264

cum cum

4

km 88/2 1 x 1 10.00 7.00 0.025 1.750

km 88/4 1 x 1 10.00 7.00 0.025 1.750

km 98/10 1 x 1 40.00 7.00 0.025 7.000

km 104/6 1 x 1 5.00 5.50 0.025 0.688

km 113/4 1 x 1 15.00 5.50 0.025 2.063

km 119/4 1 x 1 30.00 3.66 0.025 2.745

km 119/8 1 x 1 18.00 3.66 0.025 1.647

km 124/4 1 x 1 15.00 3.66 0.025 1.373

km 128/8 1 x 1 10.00 3.66 0.025 0.915

km 130/2 1 x 1 50.00 7.00 0.025 8.750

28.680

cum

Patch work

km 87 1 x 1 16.00

Km 88 1 x 1 27.50

Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects using 60/70 gr. bitumen

Km 89 1 x 1 19.20

1 x 1 10.00 7.00 70.00

1 x 1 10.00 7.00 70.00

Km 90 1 x 1 23.20

Km 91 1 x 1 29.50

km 99 1 x 1 40.00 7.00 280.00

1 x 1 76.00

Km 100 1 x 1 38.00

Km 101 1 x 1 19.50

km 102 1 x 1 16.20

km 103 1 x 1 15.00

km 104 1 x 1 12.50

km 105 1 x 1 5.00 5.50 27.50

1 x 1 65.00

km 106 1 x 1 24.00

km 107 1 x 1 28.20

km 108 1 x 1 19.50

km 109 1 x 1 22.00

Km 110 1 x 1 25.50

Km 111 1 x 1 30.00

Km 112 1 x 1 42.50

km 113 1 x 1 32.80

km 114 1 x 1 25.00

1 x 1 15.00 5.50 82.50

km 115 1 x 1 24.60

Km 116 1 x 1 28.50

km 117 1 x 1 24.00

Km 118 1 x 1 24.50

km 119 1 x 1 25.20

Km 120 1 x 1 30.00 3.66 109.80

1 x 1 18.00 3.66 65.88

1 x 1 27.00

km 121 1 x 1 28.50

km 122 1 x 1 37.00

Km 123 1 x 1 40.50

Km 124 1 x 1 32.20

Km 125 1 x 1 15.00 3.66 54.90

1 x 1 38.50

Km 126 1 x 1 19.40

Km 127 1 x 1 18.80

Km 128 1 x 1 34.50

Km 129 1 x 1 10.00 3.66 36.60

1 x 1 32.50

Km 130 1 x 1 43.40

Km 131 1 x 1 50.00 3.66 183.00

1 x 1 60.00

Km 132 1 x 1 51.50

Km 133 1 x 1 25.00

2202.88

ie 2202.88 0.025 55.07

Total (28.68+55.07) 83.75

Say 84.00 7343.00 616812

cum cum

5

km 88.000 to 89.000 1 x 2 500 2.00 2000

Km 89.000 to 90.000 1 x 2 600 2.00 2400

Km 90.000 to 91.000 1 x 2 450 2.00 1800

Km 91.000 to 92.000 1 x 2 550 2.00 2200

Km 92.000 to 93.000 1 x 2 600 2.00 2400

Km 93.000 to 94.000 1 x 2 300 2.00 1200

Km 94.000 to 96.000 1 x 2 500 2.00 2000

Km 96.000 to 98.000 1 x 2 450 2.00 1800

Km 98.000 to 99.000 1 x 2 350 2.00 1400

Km 99.000 to 100.000 1 x 2 500 2.00 2000

Km 1000.00 to 104.000 1 x 2 1000 2.00 4000

Km 106.000 to 107.000 1 x 2 550 2.00 2200

Km 107.000 to 108.000 1 x 2 400 2.00 1600

Km 111.000 to 112.00 1 x 2 350 2.00 1400

Km 113.000 to 116.000 1 x 2 300 2.00 1200

Km 116.000 to 117.00 1 x 2 350 2.00 1400

Km 118.000 to 119.000 1 x 2 500 2.00 2000

Km 119.000 to 120.000 1 x 2 450 2.00 1800

Km 120.000 to 121.000 1 x 2 550 2.00 2200

Km 121.000 to 122.000 1 x 1 600 2.00 1200

Km 122.000 to 123.00 1 x 1 300 2.00 600

Km 123.00 to 125.000 1 x 1 500 2.00 1000

Km 125.000 to 129.000 1 x 1 1500 2.00 3000

Km 129.000 to 130.000 1 600 2.00 1200

44000

Deduct voids @ 30 % -13200

30800

Say 31000 5.70 176700

Sqm Sqm

Clearing the Juliflora Jungle including uprooting and removing stumps,clearing of site from vegitation and throwing it beyond road boundary for the jungle lahing with in 5.0m from the centre line of the road etc.complete

6

Km 95.000 to 96.000 1 x 2 300 1.00 0.15 90.00

Km 96.000 to 97.000 1 x 2 150 1.00 0.10 30.00

Km 99.000 to 100.000 1 x 2 600 1.00 0.10 120.00

Km 100.000 to 101.000 1 x 2 800 1.00 0.15 240.00

Km 101.000 to 102.000 1 x 2 850 1.00 0.10 170.00

Km 102.000 to 103.000 1 x 2 500 1.00 0.10 100.00

Km 104.000 to 107.000 1 x 2 50 1.00 0.10 10.00

Km 119.000 to 120.000 1 x 2 150 1.00 0.10 30.00

Km 120.000 to 121.000 1 x 2 250 1.00 0.10 50.00

Km 121.000 to 124.000 1 x 2 200 1.00 0.10 40.00

Km 124.000 to 125.000 1 x 1 600 1.00 0.10 60.00

Km 125.000 to 126.000 1 x 1 750 1.00 0.10 75.00

Km 126.000 to 127.000 1 x 1 800 1.00 0.10 80.00

Km 127.000 to 128.000 1 x 1 700 1.00 0.10 70.00

Km 128.000 to 129.000 1 x 1 850 1.00 0.10 85.00

1250.00 455.00 568750

cum cum2285832

9 Agency Charges @ 9% 205725

10 Unforseen items and for rounding off 25732

Total Rs 2517289

Deputy Executive Engineer, (R&B) N H Sub-Division,Bapatla

Construction of earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2

Estimate - Rs. 28.00 Lakhs.


3.15 305.4.3 sqm 8.00

502 Prime Coat

Unit = sqmTaking output = 3500 sqma) Labour

Mate day 0.080 Mazdoor day 2.000

b) MachineryMechanical broom @ 1250 sqm per hour hour 2.800 Air compressor 250 cfm hour 2.800 Bitumen pressure distributor @ 1750 sqm per hour hour 2.000 Water tanker 6 KL capacity @ 1 trip per hour hour 1.000

c) MaterialBitumen emulsion @ 0.7 kg per sqm tonne 2.450 Cost of water KL 6.000

d) Overhead charges @ 10% on (a+b+c) e) Contractor's profit @ 10% on (a+b+c+d)Cost for 3500 sqm = a+b+c+d+eRate per sqm = (a+b+c+d+e)/3500

Note

503 Tack Coat

Unit = sqmTaking output = 3500 sqma) Labour

Mate day 0.080 Mazdoor day 2.000

b) MachineryMechanical broom @ 1250 sqm per hour hour 2.800 Air compressor 250 cfm hour 2.800 Emulsion pressure distributor @ 1750 sqm per hour hour 2.000

c) MaterialBitumen emulsion @ 0.2 kg per sqm tonne 0.700

d) Overhead charges @ 10% on (a+b+c) e) Contractor's profit @ 10% on (a+b+c+d)Cost for 3500 sqm = a+b+c+d+eRate per sqm = (a+b+c+d+e)/3500

Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.)

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.

Bitumen primer has been provided @ 0.60 kg per sqm as per clause 502.8. Payment shall be made with adjustment, plus or minus, for the variation between this quantity and the actual quantity approved by the Engineer after the preliminary trials referred to in clause No. 502.4.3.

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

504 Bituminous Macadam

(i) Grading I ( 40 mm nominal size )Unit = cumTaking output = 205 cum (450 tonnes)a) Labour

Mate day 0.840 day 14.000

Skilled mazdoor for checking line & levels day 5.000 b) Machinery

Batch mix HMP 100-120 TPH @ 75 tonne per hour actual output hour 6.000

Mechanical broom hydraulic @ 1250 sqm per hour hour 0.000 Air compressor 250 cfm hour 2.200 Paver finisher hydrostatic with sensor control @ 75 cum per hour hour 6.000

Generator 250 KVA hour 6.000 Front end loader 1 cum bucket capacity hour 6.000 Tipper 10 tonne capacity tonne.km 450 x L

Smooth wheeled roller 8-10 tonnes for initial break down rolling. hour 6.00x0.65*Vibratory roller 8 tonnes for intermediate rolling. hour 6.00x0.65*Finish rolling with 6-8 tonnes smooth wheeled tandem roller. hour 6.00x0.65*

c) Materiali) Bitumen@ 3.3 per cent of mix tonne 14.850

weight of mix = 205 x 2.2 = 450 tonneii) AggregateTotal weight of mix = 450 tonnesWeight of bitumen = 14.85 tonnesWeight of aggregate = 450 -14.85 = 435.15 tonnesTaking density of aggregate = 1.5 ton/cumVolume of aggregate = 290.1 cum*Grading I ( 40 mm nominal size )

37.5 - 25 mm 15 per cent cum 43.510 25 - 10 mm 45 per cent cum 130.550 10 - 5 mm 25 per cent cum 72.530 5 mm and below15 per cent cum 43.510

orGradingII(19 mm nominal size)

25 - 10 mm 40 per cent cum 116.040 10 - 5 mm 40 per cent cum 116.040 5 mm and below 20 per cent cum 58.020

* Any one of the alternative may be adopted as per approved designfor Grading I ( 40 mm nominal size )

d) Overhead charges @ 10% on (a+b+c)

Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction

Mazdoor working with HMP, mechanical broom, paver, roller, asphalt cutter and assistance for setting out lines, levels and layout of construction

Add 10 per cent of cost of carriage to cover cost of loading and unloading

e) Contractor's profit @ 10% on (a+b+c+d)

Add seignorage charges cum 290.100

Cost for 205 cum = a+b+c+d+e

Rate per cum = (a+b+c+d+e)/205 (For Grading I)

(ii) for GradingII(19 mm nominal size)





Rate per cum = (a+b+c+d+e)/205 (For Grading-II)

(ii) for GradingII(19 mm nominal size)

Unit = cum

Taking output = 205 cum (450 tonnes)

a) Labour

Mate day 0.840

day 14.000

Skilled mazdoor for checking line & levels day 5.000

b) Machinery

Batch mix HMP 100-120 TPH @ 75 tonne per hour actual output hour 6.000

Mechanical broom hydraulic @ 1250 sqm per hour hour 0.000

Air compressor 250 cfm hour 2.200

Paver finisher hydrostatic with sensor control @ 75 cum per hour hour 6.000

Generator 250 KVA hour 6.000

Front end loader 1 cum bucket capacity hour 6.000

Tipper 10 tonne capacity tonne.km 450 x L

Smooth wheeled roller 8-10 tonnes for initial break down rolling. hour 6.00x0.65*

Vibratory roller 8 tonnes for intermediate rolling. hour 6.00x0.65*

Finish rolling with 6-8 tonnes smooth wheeled tandem roller. hour 6.00x0.65*

c) Material

i) Bitumen@ 3.4 per cent of mix tonne 15.300

weight of mix = 205 x 2.2 = 450 tonne

ii) Aggregate

Total weight of mix = 450 tonnes

Weight of bitumen = 15.30 tonnes

Weight of aggregate = 450 -15.30 = 434.70 tonnes

Taking density of aggregate = 1.5 ton/cum

Volume of aggregate = 289.80 cum

*Grading I ( 40 mm nominal size )

37.5 - 25 mm 15 per cent cum 43.510

25 - 10 mm 45 per cent cum 130.550



10 - 5 mm 25 per cent cum 72.530

5 mm and below15 per cent cum 43.510

or

GradingII(19 mm nominal size)

25 - 10 mm 40 per cent cum 115.920

10 - 5 mm 40 per cent cum 115.920

5 mm and below 20 per cent cum 57.960

* Any one of the alternative may be adopted as per approved design

for Grading I ( 40 mm nominal size )





Rate per cum = (a+b+c+d+e)/205 (For Grading I)

for GradingII(19 mm nominal size)






507

Unit = cum

Grading - I-19 mm (Nominal Size)Taking output = 191 cum (450 tonnes)a) Labour

Mate day 0.840 day 14.000

Skilled mazdoor for checking line & levels day 5.000 b) Machinery

Batch mix HMP @ 75 tonne per hour hour 6.000 Paver finisher hydrostatic with sensor control @ 75 cum per hour hour 6.000

Generator 250 KVA hour 6.000 Front end loader 1 cum bucket capacity hour 6.000 Tipper 10 tonne capacity tonne.km 450 x L

Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects with 60/70 gr.bitumen



Smooth wheeled roller 8-10 tonnes for initial break down rolling. hour 6.00x0.65*Vibratory roller 8 tonnes for intermediate rolling. hour 6.00x0.65*Finish rolling with 6-8 tonnes smooth wheeled tandem roller. hour 6.00x0.65*

c) Materiali) Bitumen@ 5.2 per cent of weight of mix tonne 23.400

ii) AggregateTotal weight of mix = 450 tonnesWeight of bitumen = 23.40 tonnesWeight of aggregate = 450 -23.40 = 426.60 tonnesTaking density of aggregate = 1.5 ton/cumVolume of aggregate = 284.40 cum* Grading - I-19 mm (Nominal Size)

20 - 10 mm 35 per cent cum 99.540 10 - 5 mm 23 per cent cum 65.410 5 mm and below 40 per cent cum 113.760 Filler @ 2 per cent of weight of aggregates. tonne 8.535

*Any one of the alternative may be adopted as per approved design

for Grading-I ( 19 mm nominal size )d) Overhead charges @ 10% on (a+b+c)


Add seignorage charges for metal cum 278.710

Add seignorage charges for filler tonne 8.535


Rate per cum = (a+b+c+d+e)/191

(ii) Grading - II-13 mm (Nominal Size)a) Labour

Mate day 0.840

day 14.000

Skilled mazdoor for checking line & levels day 5.000

b) Machinery

Batch mix HMP @ 75 tonne per hour hour 6.000

Paver finisher hydrostatic with sensor control @ 75 cum per hour hour 6.000

Generator 250 KVA hour 6.000

Front end loader 1 cum bucket capacity hour 6.000

Tipper 10 tonne capacity tonne.km 450 x L

Smooth wheeled roller 8-10 tonnes for initial break down rolling. hour 6.00x0.65*

Vibratory roller 8 tonnes for intermediate rolling. hour 6.00x0.65*

Finish rolling with 6-8 tonnes smooth wheeled tandem roller. hour 6.00x0.65*

c) Material

i) Bitumen@ 5.4 per cent of weight of mix tonne 24.300

ii) Aggregate

Total weight of mix = 450 tonnes

Weight of bitumen = 24.30 tonnes

Weight of aggregate = 450 -24.30 = 425.70 tonnes



Taking density of aggregate = 1.5 ton/cum

Volume of aggregate = 283.80 cum

Grading - II-13 mm (Nominal Size)

13.2 - 10 mm30 per cent cum 85.140

10 - 5 mm 25 per cent cum 70.950

5 mm and below43 per cent cum 122.030

Filler @ 2 per cent of weight of aggregates. tonne 8.520

*Any one of the alternative may be adopted as per approved design

for Grading-II(13 mm nominal size)



Add seignorage charges for metal cum 278.120

Add seignorage charges for filler tonne 8.520



3.18 305

Lead for 10 kms

134.75

c.Add Over Head charges @ 10% on (a+b)d.Add Contractor's profit @ 10 % on (a+b+c)

406 Wet Mix Macadam

Unit = cumTaking output = 225 cum (495 tonnes)a) Labour

Mate day 0.480 Mazdoor skilled day 2.000 Mazdoor day 10.000

b) MachineryWet mix plant of 75 tonne hourly capacity hour 6.600

Construction of Subgrade and Earthen Shoulders (Including seignorage charges)(Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)

.Add Lead charges ( Tipper 10T ) ( Lead in Km X 175 tonne/ 100 cum X 7.7)

b .Add 10% on of cost of carraiage to cover cost of loading & unloading

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Electric generator 125 KVA hour 6.000 Front end loader 1 cum capacity hour 6.000 Paver finisher hour 6.000 Vibratory roller 8 - 10 tonne hour 6x0.65

orSmooth 3 wheeled steel roller @ 8-10 tonnes. hour 12.000 Water tanker 6 KL capacity hour 3.000 Tipper tonne.km 495 x L

c) Material ( Table 400-11)45 mm to 22.4 mm@ 30 per cent cum 89.100 22.4 mm to 2.36 mm @ 40 per cent cum 118.800 2.36 mm to 75 micron@ 30 per cent cum 89.100 Cost of water KL 18.000

d) Overhead charges @ 10% on (a+b+c) e) Contractor's profit @ 10% on (a+b+c+d)Add seignorage charges cum 297.000 Cost for 225 cum = a+b+c+d+eRate per cum = (a+b+c+d+e)/225



375.00 30.00 320.00 640.00

375.00 1050.00 538.20 1506.96

1500.00 3000.00 630.00 630.00

33523.00 82131.35 103.00 618.00

0.00 0.00

89606.31 25.60

say 25.60

375.00 30.00 320.00 640.00

375.00 1050.00 538.20 1506.96 860.00 1720.00

33523.00 23466.10 0.00 0.00

28413.06 8.12

say 8.10

14.85

375.00 315.00 320.00 4480.00

420.00 2100.00

24200.00 145200.00

375.00 0.00 538.20 1184.04

3060.00 18360.00

1850.00 11100.00 1650.00 9900.00

7.60 0.00 0.00

1101.00 4293.90 2609.10 10175.49 1650.00 6435.00

32166.54 477673.12 31535.82 32166.54

1027.50 44706.53 1121.25 146379.19 795.00 57661.35 402.50 17512.78

1121.25 130109.85 795.00 92251.80 402.50 23353.05

0.00

0.00

0.00 0.00

957476.39

4670.62

say 4671.00

0.00

0.00

0.00 0.00

936931.25

4570.40

say 4570.00

375.00 315.00

320.00 4480.00

420.00 2100.00

24200.00 145200.00

375.00 0.00

538.20 1184.04

3060.00 18360.00

1850.00 11100.00

1650.00 9900.00

7.60 0.00

0.00

1101.00 4293.90

2609.10 10175.49

1650.00 6435.00

32166.54 492148.06

1027.50 44706.53

1121.25 146379.19

795.00 57661.35

402.50 17512.78

1121.25 129975.30

795.00 92156.40

402.50 23328.90

0.00

0.00

0.00 0.00

971951.33

4741.23

say 4741.00

0.00

0.00

0.00 0.00

951152.09

4639.77

say 4640.00

375.00 315.00 320.00 4480.00

420.00 2100.00

24200.00 145200.00 3060.00 18360.00

1850.00 11100.00 1650.00 9900.00

7.60 0.00 0.00

1101.00 4293.90 2609.10 10175.49 1650.00 6435.00

32166.54 752697.04

1078.33 107336.97 795.00 52000.95 402.50 45788.40

2616.00 22327.56

0.00

0.00

50.00 13935.50

88.00 751.08

1207196.88

6320.40

say 6320.00

375.00 315.00

320.00 4480.00

420.00 2100.00

24200.00 145200.00

3060.00 18360.00

1850.00 11100.00

1650.00 9900.00

7.60 0.00

0.00

1101.00 4293.90

2609.10 10175.49

1650.00 6435.00

32166.54 781646.92

967.50 82372.95

795.00 56405.25

402.50 49117.08

2616.00 22288.32

0.00

0.00

50.00 13906.00

88.00 749.76

1218845.67

6381.39

say 6381.00

cum 276.00

134.75

13.47514.8225

16.30475455.35

Say 455.00

375.00 180.00 420.00 840.00 320.00 3200.00

1650.00 10890.00

1320.00 7920.00 1650.00 9900.00 2250.00 13500.00 2609.10 10175.49

630.00 1890.00 7.60 0.00

0.00

1118.33 99643.20 878.00 104306.40 350.00 31185.00 103.00 1854.00

0.00 0.00

50.00 14850.00 310334.09

1379.26 say 1379.00


Rate Analysis


Lead StatementActual lead Actual lead

Lead for metal 25.00 25.00 KmLead for bitumen 466.00 466.00 KmLead for Selected soils 10.00 10.00 KmLead for mix for BM (133.922-86.057)/4 11.966 Km

Lead for mix for BC (133.922-86.057)/4 11.966 Km

Material Lead RatesMetal

Bitumen1Km above 1 KmTack Coat 0.00036Bituminous macadam 279.06 16.1162 0.13545BC 287.43 16.5995 0.23092

1

Basic rate SOR 8.10a Add lead for bitumen(421X0.00036) 0.17

8.278.30 Per Sqm

2

Basic rate SOR 4640.00a Add lead for bitumen 63.12

(0.13545 x 466 )b Add lead for metal 665.85

279.06 + 16.1162(25 - 1)c Add mix lead charges 124.26

(11.966 x 450 x 4.5 / 195 )d Add 10% of c as carriage 12.43e Add 10% overhead (c+d) 13.67f Add 10% contractor's profit 15.04

5534.36

5534.00 Per Cum

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

Providing and laying bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with 60/70 grade bituminous binder 60/70 @ 3.3 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 504 complete in all respects.

3

Basic rate SOR 6381.00

a Add lead for bitumen 107.61(0.23092 x 466 )

b Add lead for metal 685.82287.43 + 16.5995(Actual lead - 1)

c Add mix lead charges 126.86(11.966 x 450 x 4.5 / 191 )

d Add 10% of c as carriage 12.69e Add 10% overhead (c+d) 13.96f Add 10% contractor's profit 15.35

7343.28

7343.00 Per Cum

4

Basic rate SOR 1379.00a Add lead for metal

Lead in Km X 495 tonne / 225 cum X 7.6) (25 x 495 /225 x 7.60 418.00

d Add 10% of a on carriage 41.80e Add 10% overhead (a+b) 45.98f Add 10% contractor's profit 50.58

1935.00 Per Cum


Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects using 60/70 gr. bitumen

Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)

Lead 1 HBG Metal

Lead from km 157.160 of H-G ROAD 6.8

Average Working km

(93.17-86.057)x3.56+(133.922-93.17)x20.376))/47.865 17.876

24.676

Or say 25.000

KMS

2 Bitumen from Chennai refinery

Refinary to Colkatha Chennai road KM.1538.87 5.000

Colkatha Chennai road; 1538.87 1219.87 319

NAM road km 213.69 to 188.40 213.69 188.40 25.29

Vinukonda- Kopparapadu km 27 to 0 27 0.00 27.00

K-G Road km 204.00 to 203.740 204 203.74 0.26

MKV Road km 76.400 to 69.35 76.4 69.35 7.05

KBD road 0.00 to 53.405 ie km 9.150 of MKV road 53.405 0.00 53.41

MKV Road km 0.00 to 9.150 9.15 0.00 9.15

H-G road km 176.06 to 169.10 (105.057 of NH 565) 176.06 169.100 6.96

Average Working km

(105.057-86.057)X9.50 +(120-112.604)x3.698))/47.865 12.474

465.589

Or say 466.00Kms

3 Gravel/Selected earth (Within 10 km r 10.00Kms


Name of Work : Urgent Repairs from km 86.057 to 133.922 of NH-565 in (R&B) NH Division,Vijayawada

6.80kms away from Km 157.160 of H-G Road (93.170 of NH-565)

QUARRY MAP

Guntur

212.93

Karempudi

176.060 9.15

Macherla 53.405 KBD road 0 69.35 204.00

169.1 (HG R 105.057(NH km ) Vinukonda NAM Road

169.100 76.400 203.74 188.4

2.50 + 0.20 CT 27.00 (Kopparapadu )

H-G ROAD 93.117

HBG Metal 213.69

86.057 (NH km )

K-G

Ro

ad 319.00

Medarametla

150.100

Hyderabad

150.6 (KG rd)183.157(NH km)

148.000 185.757 (NH km)

B-T road

Srisailam

K-G

Ro

ad 250.890 (NH km )

M-C

Ro

ad

213.090(NH

DK

D r

oa

d

Dornala

Quarries :-

Km 136/300 of H-G road with 0.20km CT318.290(NH km ) 0

6.80kms away from Km 157.160 of H-G Road 6.00

Bitumen :- Chennai Refinary 0

Sand :- Km 212.930 of H-G road

Gravel :- Km 2.500 of M-S road (Reserved forest )

Deputy Executive Engineer,

Name of Work : FDR from km 86.057 to 133.922 of NH-565 in (R&B) NH Division,Vijayawada

18.00km away from km 150.00 of HG road

HBG Chips :-

HBG Metal :-

Chennai Refinary

M-S R

oad

M

MG

B

S

FsFs

(R&B) N H Sub-Division,Bapatla

fdr km 86.057 to 133.922 for 2015-16

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