Road Work03.06

RATE ANALYSIS As per DAR, Vol-5, P/ 1 Description of item :- Preparation of sub grade by excavating earth to an average of 39 cm depth, dressing to camber and consolidating with roads roller inclueding making good the undulations etc. and disposal of surplus earth lead up to 50 metres Item No

17.1

Description

Unit

Qty

Rate Code

Cost

(Rs)

Remarks

Preparation of sub grade by excavating earth to an average of 39 cm depth, dressing to camber and consolidating with roads roller inclueding making good the undulations etc. and disposal of surplus earth lead up to 50 metres Details of cost for 100 sqm Earth work in excavation including drssing etc. 100sqmx 39 cm Note : For the depth of 39 Cm the standard factors of DAR are increased ( average depth) = 39 cum proportionately Labour: Mate each 3.12 128 150.00 468.00 Coolie each 31.20 0,115 130.00 4,056.00 Extra for bringing surface to camber. Beldar each 0.47 0,114 130.00 60.84 Consolidation of subgrade with road roller Hire charges of road roller per day 0.094 0,003 1,200.00 112.80 Chowkidar each 0.094 0,113 130.00 12.22 Diesel for road roller @ 18 litere litre 1.685 1235 31.89 53.73 Carriage of diesel 1 time 0.95 9999 2.12 2.02 Sundries 1 time 4.51 9999 2.12 9.55 4,775.17 Add for water charges @ 1% 47.75 Add for conctractor's profit and 477.52 over heads @ 10% Cost for 100sqm 5,300.44 Cost per sqm 53.00 169.77% above DSR Add WCT 8.4 % 4.86 rate 2002 57.87 Say Rs.

58.00

per sqm 169.77

RATE ANALYSIS As per DAR, Vol-5, P/ 2 Description of item :- Supplying and sacking of graded stone aggregate at site of size range Item No

17.4 17.4.1

Description

Rate

Unit

Qty

cum

0.10

2901

500.00

50.00

cum

0.65

2902

500.00

325.00

Stone aggregate 63 mm (one size)

cum

0.25

0,291

550.00

137.50

Carriage

cum

1.00

2206

-

-

Supplying and sacking of graded stone aggregate at site of size range 90 mm to 45 mm Details of cost for 1 cum Material: Stone aggregate 125 mm (one size) Stone aggregate 90 mm (one size)

Cost

Code

(Rs)

Remarks

rate included in the above item

512.50 5.13 51.25

Add for water charges @ 1% Add for conctractor's profit and over heads @ 10% Cost for one cum. Add WCT 8.4 % Say Rs.

per cum

568.88 52.17 621.04 622.00

66.02% above DSR rate 2002 per cum 66.02

RATE ANALYSIS As per DAR, Vol-5, P/ 2 Description of item :- Supplying and sacking of graded stone aggregate at site of size range Rate Item No Description Unit Qty Cost (Rs) Code 17.4.2 63 mm to 45 mm Details of cost for 1 cum Material: Stone aggregate 90 mm (one size) cum 0.10 2902 500.00 50.00 Stone aggregate 63 mm (one size)

cum

0.65

2901

550.00

357.50

Stone aggregate 53 mm (one size)

cum

0.25

0,292

550.00

137.50

Carriage of aggregate

cum

1.00

2206

-

Remarks

rate included in the above item

545.00 5.45 54.50

Add for water charges @ 1% Add for conctractor's profit and over heads @ 10% Cost for one cum. Add WCT 8.4 % Say Rs.

per cum

604.95 55.48 660.43 661.00

69.64 % above DSR rate 2002 69.64

per cum

RATE ANALYSIS As per DAR, Vol-5, P/ 2 Description of item :- Supplying and sacking of graded stone aggregate at site of size range Rate Item No Description Unit Qty Cost (Rs) Code 17.4.3 53 mm to 22.4 mm Details of cost for 1 cum Material: Stone aggregate 63 mm (one size) cum 0.05 0,291 550.00 27.50 Stone aggregate 53 mm (one size)

cum

0.30

0,292

550.00

165.00

Stone aggregate 45 mm (one size)

cum

0.65

0,293

550.00

357.50

Carriage of aggregate

cum

1.00

2206

-

-

Remarks

rate included in the above item

550.00 5.50 55.00

Add for water charges @ 1% Add for conctractor's profit and over heads @ 10% Cost for one cum. Add WCT 8.4 % Say Rs.

per cum

610.50 55.98 666.48 667.00

54.20 % above DSR rate 2002 54.20

per cum

RATE ANALYSIS As per DAR, Vol-5, P/ 3 Description of item :- Laying water bound macadam with specified stone aggregate size, stone screening and blinding material including screening, sorting , spreading to template and consolidation with power road roller of 8 to 10 tinne capacity etc. complete (payment for stone aggregate, screening, kankar, moorum and red bajri etc. to be made separately):

Item No

Description

17.6

Laying water bound macadam with specified stone aggregate size, stone screening and blinding material including screening, sorting , spreading to template and consolidation with power road roller of 8 to 10 tinne capacity etc. complete (payment for stone aggregate, screening, kankar, moorum and red bajri etc. to be made separately):

17.6.1

Unit

Sub - base with stone aggregate 90 mm to 45 mm including stine screening 13.2 mm size. Labour: Beldar each Coolie each Bhishti each Roller charges (one roller does 170 cum of consolidation per day of 8 hours and uses 18 liters of diesel) Hire charges of road roller per day Chowkidar each litre Diesel for road roller @ 18 litter per day 0.024x18 = 0.432 litres Carriage of diesel 1 tiem Sundries 1 tiem

Qty

Rate

Cost

Code

(Rs)

0.35 0.35 0.25

0,114 0,115 0,101

150.00 150.00 150.00

52.50 52.50 37.50

0.02 0.02 0.43

0,003 0,113 1235

3,000.00 150.00 32.96

72.00 3.60 14.24

0.55 0.7

9999 9999

2.60 2.60

1.43 1.82 235.59 2.36 23.56

Add for water charges @ 1% Add for conctractor's profit and over heads @ 10% Cost per cum Add WCT 8.4 % Say Rs.

per cum

261.50 23.98 285.48 285.00

Remarks

121.10% above DSR rate 2002 121.10

RATE ANALYSIS As per DAR, Vol-5, P/ 3 Description of item :- Laying water bound macadam with specified stone aggregate size, stone screening and blinding material including screening, sorting , spreading to template and consolidation with power road roller of 8 to 10 tinne capacity etc. complete (payment for stone aggregate, screening, kankar, moorum and red bajri etc. to be made separately):

Item No

Description

Rate

Unit

Qty

Cost

each each each

0.26 0.26 0.26

0,114 0,115 0,101

150.00 150.00 150.00

39.00 39.00 39.00

0.03 0.03 0.59

0,003 0,113 1235

3,000.00 150.00 32.96

99.00 4.95 19.45

0.55 1.05

9999 9999

2.60 2.60

1.43 2.73 244.56 2.45 24.46

Code

(Rs)

Remarks

Base course with stone aggregate 63 mm to 45 mm size including stone screening 13.2 mm size. 17.6.2 Labour: Beldar Coolie Bhishti Roller charges (one roller does 30 cum of consolidation per day of 8 hours and uses 18 liters of diesel)

Hire charges of road roller per day Chowkidar each Diesel for road roller @ 18 litter litre per day 0.033x18 = 0.59 litres Carriage of diesel 1 tiem Sundries 1 tiem Add for water charges @ 1% Add for conctractor's profit and over heads @ 10% Cost per cum Add WCT 8.4 %

Say Rs.

per cum

271.46 24.89 296.35 297.00

143.44% above DSR rate 2002

RATE ANALYSIS As per DAR, Vol-5, P/ 3 Description of item :- Laying water bound macadam with specified stone aggregate size, stone screening and blinding material including screening, sorting , spreading to template and consolidation with power road roller of 8 to 10 tinne capacity etc. complete (payment for stone aggregate, screening, kankar, moorum and red bajri etc. to be made separately):

Item No

Description

Rate

Unit

Qty

Cost

each each each

0.26 0.26 0.26

0,114 0,115 0,101

130.00 130.00 130.00

33.80 33.80 33.80

0.03 0.03 0.59

0,003 0,113 1235

1,000.00 130.00 31.89

33.00 4.29 18.82

0.55 1.05

9999 9999

2.12 2.12

1.17 2.23 160.90 1.61 16.09

Code

(Rs)

Remarks

Base course with stone aggregate 53 mm to 22.4 mm size including stone screening 11.2 mm size. 17.6.3 Labour: Beldar Coolie Bhishti Roller charges (one roller does 30 cum of consolidation per day of 8 hours and uses 18 liters of diesel)

Hire charges of road roller per day Chowkidar each litre Diesel for road roller @ 18 litter per day 0.033x18 = 0.59 litres Carriage of diesel 1 tiem Sundries 1 tiem Add for water charges @ 1% Add for conctractor's profit and over heads @ 10% Cost per cum Add WCT 8.4 %

Say Rs.

178.60 16.38 194.97 195.00

59.84% above DSR rate 2002 59.84

per cum

RATE ANALYSIS As per DAR, Vol-5, P/6 Description of item :- Supplying and stacking of moorum at site Item No

Description

Supplying and stacking of moorum 17.8 at site Details of cost for 1 cum Material: Cost of moorum at quarry Carriage

Unit

Qty

cum cum

1.00 1.00

Rate Code

0,810 2265

400.00 -

Cost

(Rs)

Remarks

400.00 rate included in the above item 400.00 4.00 40.00

Add for water charges @ 1% Add for conctractor's profit and over heads @ 10% Cost per cum Add WCT 8.4 % Say Rs.

444.00 40.72 484.72 485.00

83.23% above DSR rate 2002 83.23

per cum

RATE ANALYSIS As per DAR, Vol-5, P/6 Description of item :- Supplying and stacking of stone screenings/chippings at site Item No

Description

Supplying and stacking of stone 17.10 screenings/chippings at site 17.10.1 13.2 mm nominal size (Type A) Details of cost for 1 cum Material: Stone chippings 13.2 mm Stone chippings 10 mm/11.2 mm Stone chippings 5.6 mm Carriage

Unit

Qty

cum cum cum cum

0.05 0.80 0.15 1.00

Rate Code

2910 2911 2903 2202

600.00 600.00 600.00 -

Cost

(Rs)

30.00 480.00 90.00 -

Remarks

rate included in the above item

600.00 6.00 60.00

Add for water charges @ 1% Add for conctractor's profit and over heads @ 10% Cost per cum Add WCT 8.4 % Say Rs.

per cum

666.00 61.07 727.07 728.00

54.58 % above DSR rate 2002 54.58

per cum

RATE ANALYSIS As per DAR, Vol-5, P/6 Description of item :- Supplying and stacking of stone screenings/chippings at site Rate Item No Description Unit Qty Code 17.10.2 11.2 mm nominal size (TypeB) Details of cost for 1 cum Material: Stone chippings 11.2 mm cum 0.10 2911 600.00 Stone chippings 5.6 mm cum 0.75 2903 600.00 Stone screenings 180 micron cum 0.15 2904 450.00 Carriage of stone aggregate 11.2 cum 0.90 2202 cum & 5.6 cum Carriage of stone screenings 180 micron(dust)

cum

0.10

Cost

(Rs)

Remarks

60.00 450.00 67.50 rate included in the above item rate included in the above item

2267 577.50 5.78 57.75

Add for water charges @ 1% Add for conctractor's profit and over heads @ 10% Cost per cum Add WCT 8.4 % Say Rs.

per cum

641.03 58.78 699.81 700.00

50.51 % above DSR rate 2002 50.51

per cum

RATE ANALYSIS As per DAR, Vol-5, P/43 Description of item :- Providing and applying tack coat using hot straight run bituemen of grade 80/100 including heating the bitumen spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler , cleaning and preparing the existing road surface as per specifications. Item No

Description

Rate

Unit

Qty

tonne tonne q tonne

0.08 0.08 1.15 0.02

2916 2211 0,370 2200

39,000.00 122.00 400.00 122.00

2,925.00 9.15 460.00 1.83

each each 1 time each 1 time

0.05 0.12 3.00 0.03 3.50

0,364 0,365 9999 0,007 9999

15.00 12.00 2.60 200.00 2.60

0.75 1.44 7.80 6.00 9.10

each each

0.06 1.46

0,128 0,114

180.00 150.00

10.80 219.00

each

0.19

0,114

150.00

28.50

each

0.47

0,114

150.00

70.50 3,749.87 37.50 374.99

Code

Cost

(Rs)

Remarks

Providing and applying tack coat using hot straight run bituemen of grade 80/100 including heating the bitumen spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler , cleaning and preparing the existing road surface as per specifications. 17.47 17.47.1 On W.B.M. @ 0.75 kg/sqm Details of cost for 100 sqm Bitumen80/100 Carriage of bitumen Steam coal Carriage of steam coal Meterials for cleaning the road surface: Wire brush (with thick wire) Soft brush gunny bags spray unit sundries Labour: (a) For cleaning: Mate Beldar (b) For heating bitumen: Beldar ( C) For applying tack coat: Beldar Add for water charges @ 1% Add for contractor's profit and over - head @ 10% Cost for 100 sqm Cost per sqm Add WCT 8.4 % Say Rs.

per sqm

4,162.36 41.62 3.82 45.44 45.00

300 % above DSR rate 2002 291.30

RATE ANALYSIS As per DAR, Vol-5, P/63 Description of item :- 4 cm thick bitumastic sheet with hot bitumen of approved quality using stone chippings (60% 13.2 mm nominal size and 40% 11.2 mm nominal size) @ 2.60cu.m. per 100 sq.m. and coarse sand at 2.60cu.m. per 100 sq.m. of road surface and with bitumen @ 56 kg/cu.m of stone chippings and at 128 kg/cu.m. of sand over a tack coat with hot straight run bitumen including consolidation with road roller of 8 to 10 tonne etc. complete. (tack coat to be paid separately).

Item No

Description

Rate

Unit

Qty

Cost

tonne

0.48

2916

38,000.00

18,202.00

33.53

2914

18.00

603.54

0.48 0.34 1.56

2211 2342 2910

122.00 670.00

58.44 1,045.20

1.04

2911

670.00

696.80

2.60 2.60 0.96

2202 2203 0,370

400.00 400.00

1,040.00 383.20

0.1

2200

122.00

11.69 -

0.16 1.40 1.40

0,128 0,114 0,115

180.00 150.00 150.00

1.88

0,114

150.00

0.31 9.46

0,130 0,114

250.00 150.00

0.45

0,113

150.00

77.50 1,419.00 67.50

0.18 0.18 0.30 0.03 3.24 1.70

0,101 0,003 0,001 0,013 1235 9999

150.00 3,000.00 600.00 7,000.00 32.96 2.60

27.00 540.00 180.00 210.00 106.79 4.42

Code

(Rs)

4 cm thick bitumastic sheet with hot bitumen of approved quality using stone chippings (60% 13.2 mm nominal size and 40% 11.2 mm nominal size) @ 2.60cu.m. per 100 sq.m. and coarse sand at 2.60cu.m. per 100 sq.m. of road surface and with bitumen @ 56 kg/cu.m of stone chippings and at 128 kg/cu.m. of sand over a tack coat with hot straight run bitumen including consolidation with road roller of 8 to 10 tonne etc. complete. (tack coat to be paid separately).

17.58 With paving Asphalt 80/100 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt.

Details of cost for 100 sqm Paving asphalt 80/100 bitumen @ 56 kg per cum. of aggregate and 128 kg. Per cum of sand: 56x2.60 = 145.6 kg. = 0.146 t. 128x2.60 = 332.8 kg. = 0.333 t. 0.479 t.

solvent 0.070 kg.x479 kg. = 33.53 kg kg. Carriage of bitumen tonne carriage of solvent q. Stone chippings 13.2 mm nominal cum size cum Stone chippings 11.2 mm nominal size Carriage of aggregate cum Coarse sand cum Steam coal for heating bitumen @ q. 2 quintals per tonne of bitumen = 2x0.479 = 0.958 q. Carriage of steam coal tonne Labour for cleaning the road surface, heating bitumen mixing and spreading aggregate and sand: (a) For cleaning: Mate each Beldar each Coolie each (b) For heating bitumen: Beldar each (d) For cleaning, mixing and spreding pre-mix aggregate: Mistry each Beldar each (e) Consolidation charges: Chowkidar (at barriers for night each watch and for road roller) Bhishti each Hire charges for road roller per day Hire charges for boiler per day Hire charges for mixer per day Diesel for road roller litre Carriage of diesel 1 time

28.80 210.00 210.00 282.00 -

Remarks

(f) Brushes etc for cleaning: Wire brush (with thick wire) Soft brush Brooms and gunny bags Sundries

each each 1 time 1 time

0.09 0.27 2.05 6.20

0,364 0,365 9999 9999

15.00 12.00 2.60 2.60

Add for water charges @ 1% Add for contractor's profit and over - head @ 10% Cost for 100 sqm Cost per sqm Add WCT 8.4 % Say Rs.

per sqm

1.35 3.24 5.33 16.12 25,429.92 254.30 2,542.99 28,227.21 282.27 25.89 308.16 308.00

200.95 % above DSR rate 2002 193.33

RATE ANALYSIS As per DAR, Vol-5, P/9 Description of item : Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. Item No

Description

Unit

Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 17.14 metres. With F.P.S bricks of class designation 75 17.14.1 Details of cost for 10 m. Material: Bricks of class designation 75 including 12% wastage 1000 nos. Carriage

Labour: Mason 1st class Mason 2nd class Coolie Removal of rubbish Sundries

Qty

0.16

Rate

Cost

Code

2602

3,000.00

(Rs)

Remarks

480.00 included in the basic rate of brick work

1000 nos.

0.16

2201

each each each 1 time 1 time

0.17 0.17 0.35 6.90 3.45

0,123 0,124 0,115 9999 9999

42.50 34.00 45.50 14.63 7.31 623.94 6.24

250.00 200.00 130.00 2.12 2.12

Add for water charges @ 1% Add for contractor's profit and over - head @ 10% Cost for 10 metre Cost per m. Add WCT 8.4 %

62.39 692.58 69.26 6.35 75.61 76.00

Say Rs.

112.29 % above DSR rate 2002 per m. 112.29

RATE ANALYSIS As per DAR, Vol-5, P/58 Description of item:- P/L 4 cm thick dense bituminous concrete surfacing course using mineral aggregate satisfying the gradation set out in the specifications with 6 % binder content 8/100 or equivalent (by weight of total mix) with the aid of hot mix plant and Paver finisher including rolling with road roller to achieve the required compaction and density. Item No

Description

Unit

Qty

Rate

Cost

Code

(Rs)

P/L 4 cm thick dense bituminous concrete surfacing course using mineral aggregate satisfying the gradation set out in the specifications with 6 % binder content 8/100 or equivalent (by weight of total mix) with the aid of hot mix plant and Paver finisher including rolling with road roller to achieve the required compaction 17.55 and density. Details of cost for 147 mt. (62.29 cum) (A day's output of hot mix plant) taking density as 2.36 gm/CC Bitumen 80/100 , 6% of 147 mt = 8.82 m.t. tonne tonne Carriage of bitumen Crushed stone aggregate and stone dut = 147-8.82 = 130.83 m.t. Taking density of stone aggregate as 1427 kg/cum and density of stone dust as 1523 kg/cum

8.82 8.82

2916 2211

39000 122

343,980.00 1,076.04

Remarks

13.2 mm Stone aggregate(one size ) = 6.54 m.t. cum Stone aggregate 11.2 mm = 65.41 m.t. cum cum stone dust 58.87 m.t. cum Carriage of stone aggregate cum Carriage of stone dust q. Hydrated lime Carriage of lime 7.35x1.29 m.y./cum tonne B) Hire charges of machinery: Hire charges of plant on 7 hours working in a day and 35 tonne per hour out put 60% efficiency 7x35x60/100 = 147 m.t. per day Hire charges of B.G. plant Hire charges of tipper No. of trips = 5.19 Carriage capacity = 8 m.t. No. of tripers required = 147/5.19x8 = 3.54 Nos. per day per day Hire charges of loader Hire charges of road roller 62.29/0.04x4360 per day C) Fuel charges: (I)Two enginer for hot mix plant and one for paver finisher 3 nos. @ 4 lit. / hour / enginer = 3x4x7 = 84.00 lit. (II) For drier (Burning and heating materials) 94/100x147 = 138.18 m.t.@ 5 lit./m.t. = 690.90 lit (III) Burner : one steam burner is to start two hours earlier to heat up the plant at high flames. Diesel required for 2 hours @ 20 lit. / hour = 40.00 lit. Reduced flame to burn for 7 hours diesel for 7 hours = 7x10.00 = 70.00 lit. Diesel for road roller @ 18 lit. /day 18x3.39 = 61.02 lit. Diesel for loader @ 11.25 lit. / each = 11.25 Diesel for tipper Lead = 5 km. No. of trips = 5.19 nos. diesel for tipper =11.58 lit. carring capacity of tipper = 8 m.t. diesel required for 147 m.t. = 147x11.58/8x5.19 = 40.998 say 41.00 lit. = 41.00 lit. 998.17 lit. litre 1 time Carriage of diesel Mobil oil: for 41.52 MT = 0.411 lit. For 147 m.t. = 0.41x147/41.52 = 1.466 lit. say 1.47 lit. litres D) Labour : Beldar for loading plateform and paver each each Chowkidar each Mistry each Beldar for levels each Bhishti Add for water charges @ 1% Add for contractor's profit and over - head @ 10% Cost for 147 M.T. (62.29 cum)

4.58

0,296

670

3,068.60

45.84 38.66 50.42 38.66 73.5

0,297 1159 2202 2267 0,777

670 400

30,712.80 15,464.00

300

22,050.00

9.48

2208

122

1,156.68

10540

10,540.00

1000 1000

3,540.00 1,000.00

1000

3,390.00

1.00 0,008

3.54 1.00 0,018

5

3.39 0,003

998.17 518.8

1235 9999

32.89 2.6

32,829.81 1,348.88

1.47

5001

150

220.50

5.00 3.00 1.00 6.00 3.39

0,114 0,113 0,130 0,114 0,101

150 150 250 150 150

750.00 450.00 250.00 900.00 508.50 473,235.81 4,732.36 47,323.58 525,291.75

8,433.00 773.33 9,206.34 9,206.00 per cum

Cost per cum Add WCT 8.4 % Say Rs.

RATE ANALYSIS As per DAR, Vol-5, P/75 Description of item :- Providing and fixing Cat’s Eye (Glow studs) heavy duty integral stem, reflective, aluminium die cast with elegant finish of size 100x100 mm and 20 mm high having a stem of 50 mm (or 12 mm dia. 90 mm long) screwed and nailed to fix into the road surface or at the nosing of the central verge. The road studs should have reflectors fitted on one side of the studs (3 Nos. 7 element or 1 No, 29 element reflector) complete. Item No

Description

Unit

Qty

Rate

Cost

Code

(Rs)

Remarks

Providing and fixing Cat’s Eye (Glow studs) heavy duty integral stem, reflective, aluminium die cast with elegant finish of size 100x100 mm and 20 mm high having a stem of 50 mm (or 12 mm dia. 90 mm long) screwed and nailed to fix into the road surface or at the nosing of the central verge. The road studs should have reflectors fitted on one side of the studs (3 Nos. 7 element 17.69 or 1 No, 29 element reflector) complete. Details of cost for 15 nos.

Materials: each Cats eye. 1 time Carriage of cats eye Labour: each Mason 2nd class each Beldar Sundries (including material required for fixing cats eyes and providing barricading to divert traffic) 1 time

15.00 1.00

7426 9999

440 2.6

6,600.00 2.60

0.50 0.50

0,125 0,114

200 150

100.00 75.00

15.00

9999

2.6

39.00 6,816.60 68.17

Add for water charges @ 1% Add for contractor's profit and over - head @ 10% Cost for 15 nos. Cost per one cat's eye Add WCT 8.4 %

681.66 7,566.43 504.43 46.26 550.69 551.00 per each

Say Rs.

RATE ANALYSIS As per DAR, Vol-5, P/75 Description of item :- Providing and fixing Cat’s Eye heavy duty integral stem, reflective, aluminium die cast with elegant finish of size 100x100 mm and 20 mm high having a stem of 50 mm (or 12 mm dia. 90 mm long) screwed and nailed to fix into the road surface or at the nosing of the central verge. The road studs should have reflectors fitted on one side of the studs (3 Nos. 7 element or 1 No, 29 element reflector) complete. Item No

Description

Providing and fixing Cat’s Eye heavy duty integral stem, reflective, aluminium die cast with elegant finish of size 100x100 mm and 20 mm high having a stem of 50 mm (or 12 mm dia. 90 mm long) screwed and nailed to fix into the road surface or at the nosing of the central verge. The road studs should have reflectors fitted on one side of the studs (3 Nos. 7 element or 1 No, 17.69 29 element reflector) complete.

Details of cost for 15 nos. Materials:

Unit

Qty

Rate Code

Cost

(Rs)

Remarks

Cats eye.

each

Carriage of cats eye 1 time Labour: Mason 2nd class each Beldar each Sundries (including material 1 time required for fixing cats eyes and providing barricading to divert traffic) Total Add for water charges @ 1% Add for contractor's profit and over - head @ 10% Cost for 15 nos. Cost per one cat's eye Add WCT 8.4 %

15.00

7426

550

8,250.00

1.00

9999

2.6

2.60

0.50 0.50 15.00

0,125 0,114 9999

200 150 2.6

100.00 75.00 39.00

Rate on verbal enqiry from CBM company

8,466.60 84.67 846.66 9,397.93 626.53 57.45 683.98 684.00 per each

Say Rs.

RATE ANALYSIS Description of item :- Providing and fixing delinator in 40 mm dia & 500 mm high pipe used in parapet at both ends

Item No

Description

Unit

Qty

Rate

Cost

Code

(Rs)

Remarks

Providing and fixing delinator in 40 mm dia & 500 mm high pipe used in 17.69 parapet at both ends

Details of cost for one delinator Materials: each G.I pipe 1 time Carriage of delinator Labour: each Painter each Beldar Sundries (including material required for fixing delinator) 1 time Total Add for water charges @ 1% Add for contractor's profit and over - head @ 10% Cost for one delinator Add WCT 8.4 %

1.00 1.00

7426 9999

91.04 2.6

91.04 2.60

0.10 0.10

0,125 0,114

200 150

20.00 15.00

1.00

9999

2.6

2.60 131.24 1.31 13.12 145.68 13.36 159.04 159.00 per each

Say Rs.

RATE ANALYSIS As per DAR, Vol-5, P/58 Description of item:- P/L 4 cm thick dense bituminous concrete surfacing course using mineral aggregate satisfying the gradation set out in the specifications with 6 % binder content 80/100 or equivalent (by weight of total mix) with the aid of hot mix plant and Paver finisher including rolling with road roller to achieve the required compaction and density.

Item No

Description

P/L 4 cm thick dense bituminous concrete surfacing course using mineral aggregate satisfying the gradation set out in the specifications with 6 % binder content 80/100 or equivalent (by weight of total mix) with the aid of hot mix plant and Paver finisher including rolling with road roller to achieve the required compaction 17.55 and density.

Unit

Qty

Rate Code

Cost

(Rs)

Remarks

Details of cost for 147 mt. (62.29 cum) (A day's output of hot mix plant) taking density as 2.36 gm/CC Bitumen 80/100 , 6% of 147 mt = 8.82 m.t. Carriage of bitumen Crushed stone aggregate and stone dut = 147-8.82 = 130.83 m.t. Taking density of stone aggregate as 1427 kg/cum and density of stone dust as 1523 kg/cum 13.2 mm Stone aggregate(one size ) = 6.54 m.t. Stone aggregate 11.2 mm = 65.41 m.t. stone dust 58.87 m.t. Carriage of stone aggregate

tonne tonne

8.82 8.82

2916 2211

38000 122

335,160.00 1,076.04

cum

4.58

0,296

600

2,748.00

cum cum

45.84 38.66

0,297 1159

600 300

27,504.00 11,598.00 rate included in the above item rate included in the above item

cum

50.42

2202

cum q.

38.66 73.5

2267 0,777

300

22,050.00

tonne

9.48

2208

122

1,156.68

per day

1.00

0,008

10540

10,540.00

per day per day

3.54 1.00

5 0,018

1500 5250

5,310.00 5,250.00

per day

3.39

0,003

3000

10,170.00

Carriage of stone dust

Hydrated lime Carriage of lime 7.35x1.29 m.y./cum B) Hire charges of machinery: Hire charges of plant on 7 hours working in a day and 35 tonne per hour out put 60% efficiency 7x35x60/100 = 147 m.t. Hire charges of B.G. plant Hire charges of tipper No. of trips = 5.19 Carriage capacity = 8 m.t. No. of tripers required = 147/5.19x8 = 3.54 Nos. Hire charges of loader Hire charges of road roller 62.29/0.04x4360

C) Fuel charges: (I)Two enginer for hot mix plant and one for paver finisher 3 nos. @ 4 lit. / hour / enginer = 3x4x7 = 84.00 lit. (II) For drier (Burning and heating materials) 94/100x147 = 138.18 m.t.@ 5 lit./m.t. = 690.90 lit (III) Burner : one steam burner is to start two hours earlier to heat up the plant at high flames. Diesel required for 2 hours @ 20 lit. / hour = 40.00 lit. Reduced flame to burn for 7 hours diesel for 7 hours = 7x10.00 = 70.00 lit. Diesel for road roller @ 18 lit. /day 18x3.39 = 61.02 lit. Diesel for loader @ 11.25 lit. / each = 11.25 Diesel for tipper Lead = 5 km. No. of trips = 5.19 nos. diesel for tipper =11.58 lit. carring capacity of tipper = 8 m.t. diesel required for 147 m.t. = 147x11.58/8x5.19 = 40.998 say 41.00 lit. = 41.00 lit. 998.17 lit.

Carriage of diesel Mobil oil: for 41.52 MT = 0.411 lit. For 147 m.t. = 0.41x147/41.52 = 1.466 lit. say 1.47 lit. D) Labour : Beldar for loading plateform and paver Chowkidar Mistry Beldar for levels Bhishti

litre 1 time

998.17 518.8

1235 9999

36 2.6

35,934.12 1,348.88

litres

1.47

5001

150

220.50

each each each each each

5.00 3.00 1.00 6.00 3.39

0,114 0,113 0,130 0,114 0,101

150 150 250 150 150

750.00 450.00 250.00 900.00 508.50 472,924.72 4,729.25

Add for water charges @ 1% Add for contractor's profit and over - head @ 10% Cost for 147 M.T. (62.29 cum) Cost per cum Add WCT 8.4 %

47,292.47 524,946.44 8,427.46 772.82 9,200.28

Say Rs.

9,200.00 per cum

RATE ANALYSIS As per DAR, Vol-5, P/52 Description of work :- P/L premix bituminous macadam base course with stone aggregate of quality size and grading as specified in CPWD specifaction and straight run bitumen of grade 80/100 @ 4% by weight of total mix including hot mixing of stone aggregate and bitumen in hot mix plant transporting mixed material and laying mixed material with paver finisher to the required level and grade, rolling with road roller of 8 to 10 tonne capacity to achieve the required compaction and density. Item No

Description

Unit

Qty

Rate Code

Cost

(Rs)

Remarks

P/L premix bituminous macadam base course with stone aggregate of quality size and grading as specified in CPWD specifaction and straight run bitumen of grade 80/100 @ 4% by weight of total mix including hot mixing of stone aggregate and bitumen in hot mix plant transporting mixed material and laying mixed material with paver finisher to the required level and grade, rolling with road roller of 8 to 10 tonne capacity to achieve the required compaction and density. 17.52 17.52.1

115 mm compacted thickness Unit = cum Details of cost for 66.81 cum (or 147 M.T.) (A day's output of hot mix plant) Taking density 2.2 gm/c.c Gross weight of mix = 147 M.T. Materials: bitumen 80/100 4% of 147 M.T. = 5.88 M.T. Carriage of bitumen Crushed stone aggregate weight =147.00-5.88 M.T. = 141.12 M.T. Assumning density of stone aggregate as 1427 kg/cum (43.38kg/cft) and taking Stone aggregate: 26.5-13.2 mm = 22% 13.2-2.8 mm = 75% fine aggregate = 3% a) Crushed stone aggregate 26.5 mm 22% x141.12x1/1.427 = 21.76 cum b) Crushed stone aggregate 13.2 mm 75% x141.12x1/1.427 = 74.17 cum c) Fine aggregate 2.8 mm below 3% x141.12x1/1.427 = 2.97 cum Carriage of coarse aggregate (26.5 mm) Carriage of (13.2 mm)

coarse

tonne tonne

5.88 5.88

2916 2211

38000 122

223,440.00 717.36

cum

21.76

0,294

600

13,056.00

cum

74.17

0,296

600

44,502.00

cum

2.97

1159

300

891.00

cum

21.76

2202

cum

74.17

2202

cum

2.97

2267

aggregate

Carriage of fine aggregate (2.8 mm & below)

rate included in the above item rate included in the above item rate included in the above item

B) Labour charges: Labour required for loading platform Paver and for taking levels etc. Beldar Chowkidar Mistry Beldr for taking levels Bhishti for road rller 147/2.20x0.05x370 = 3.61 C) Machinery/Hire charges: Assuming efficiency as 60% 7 hr. working35 tonne(Av.) per hour. Qty. of asphalt = 7x35x60/100 = 147 M.T. Details of cost for 147 M.T. Hire charges of BG plant Hire charges of tipper Hire charges of loader Road roller (density = 2.20 M.T. /cum) one roller compacts 370 sqm/day D) Fuel charges: I) Two engines for hot mix plant and one for paver finisher @ 4 lit/engine/hr and 7 hr. working 3x4x7 = 84.00 litres ii) for drier, premixing and heating materials: Taking efficiency as 96% 96/100x147 = 141.12 M.T. 141.12 M.T. @ 5 lit./MT = 705.60 lit. ii) for burner One sleam burner is to start two hours earlier to heat up the plant at high flames, therefore diesel required for two hours per day @ 20 lit. per hours. 2x20 = 40.00 litres Then flames are reduced and required to burm for 7 hr. @ 10 lit. /hrs. 7x10 = 70.00 lits.

each each each each

5.00 3.00 1.00 6.00

0,114 0,113 0,130 0,114

150 150 250 150

750.00 450.00 250.00 900.00

each

3.61

0,101

150

541.50

per day per day per day

1.00 5.00 1.00

0,008 0,017 0,018

10540 1500 5250

10,540.00 7,500.00 5,250.00

per day

3.61

0,003

3000

10,830.00

litres 1 time

1016.83 533.85

1235 9999

36 2.6

36,605.88 1,388.01 -

litres

1.47

5001

150

220.50 357,832.25 3,578.32

iv) Diesel for road roller 3.61 days @ 18 lits/day = 64.98 litres v) Diesel for loader @ 11.25 lit/each/147 MT 11.25 lits. = 11.25 litres vi) Diesel for tipper As per DAR vol I lead 5 km. No. of trips = 5.19 Diesel required 11.58 lit Carrying capacity = 8 t. 147x11.58/5.19x8 = 41.00 lits Total 1016.83 lits. Carriage of diesel Mobil oil: for 41.52 MT = 0.411/41.52x147 = 1.47 lit. Add for water charges @ 1% Add for contractor's profit and over - head @ 10% Cost for 147 M.T. (66.81 cum) Cost per cum Add WCT 8.4 %

35,783.23 397,193.80 5,945.12 545.19 6,490.31

Say Rs.

6,490.00 per cum

4 cm thick bitumastic sheet with hot bitumen of approved quality using stone chippings (60% 13.2 mm nominal size and 40% 11.2 mm nominal size) @ 2.60cu.m. per 100 sq.m. and coarse sand at 2.60cu.m. per 100 sq.m. of road surface and with bitumen @ 56 kg/cu.m of stone chippings and at 128 kg/cu.m. of sand over a tack coat with hot straight run bitumen including consolidation with road roller of 8 to 10 tonne etc. complete. (tack coat to be paid separately).

17.58 17.58.2

With paving Asphalt 80/100 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt

Details o cost for 100 sqm Paving asphalt 80/100 bitumen @ 56 kg per cum. of aggregate and 128 kg. Per cum of sand: 56x2.60 = 145.6 kg. = 0.146 t. 128x2.60 = 332.8 kg. = 0.333 t. 0.479 t. tonne solvent 0.070 kg.x479 kg. = 33.53 kg. kg tonne Carriage of bitumen q. carriage of solvent Stone chippings 13.2 mm nominal size cum Stone chippings 11.2 mm nominal size cum cum Carriage of aggregate cum Coarse sand Steam coal for heating bitumen @ 2 quintals per tonne of bitumen = 2x0.479 = 0.958 q. q. tonne Carriage of steam coal Labour for cleaning the road surface, heating bitumen mixing and spreading aggregate and sand: (a) For cleaning: each Mate each Beldar each Coolie (b) For heating bitumen: each Beldar (d) For cleaning, mixing and spreding pre-mix aggregate: each Mistry each Beldar (e) Consolidation charges: Chowkidar (at barriers for night watch and for road roller) each each Bhishti per day Hire charges for road roller per day Hire charges for boiler per day Hire charges for mixer litre Diesel for road roller 1 time Carriage of diesel (f) Brushes etc for cleaning: each Wire brush (with thick wire) each Soft brush 1 time Brooms and gunny bags 1 time Sundries Add for water charges @ 1% Add for contractor's profit and over - head @ 10%

0.48

2915

39000

33.53 0.48 0.34

2914 2211 2342

122

1.56

2910

700

1.04 2.60 2.60

2911 2202 2203

700

0.96 0.1

0,370 2200

400 122

425

0.16 1.40 1.40

0,128 0,114 0,115

180 150 150

1.88

0,114

150

0.31 9.46

0,130 0,114

250 150

0.45 0.18 0.18 0.30 0.03 3.24 1.70

0,113 0,101 0,003 0,001 0,013 1235 9999

150 150 3000 600 32.96 2.6

0.09 0.27 2.05 6.20

0,364 0,365 9999 9999

2.6 2.6

Cost for 100 sqm Cost per sqm Say Rs.

17.58.2

With paving Asphalt 80/100 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt.

Analysis is similar to item no. 17.57.1 except code no (2916) of paving asphalt 80/100 instead of code no. (2915 for paving asphalt 30/40

per sqm

5250

RATE ANALYSIS As per Standard Data Book of Analysis of Rates Description of item :- Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 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. 508 complete in all respects

Sr No 5.7

Ref. to MoRTH Spec. 508

Description Semi-Dense Bituminous Concrete Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 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. 508 complete in all respects Unit = cum Taking output = 195 cum (450 tonnes) a) Labour Mate Mazdoor working with HMP, mechanical broom, paver, roller, asphalt cutter and assistance for setting out lines, levels and layout of construction Skilled mazdoor for checking line & levels b) Machinery Batch mix HMP @ 75 tonne per hour Paver finisher hydrostatic with sensor control @ 75 cum per hour Generator 250 KVA

Unit

Quantity Rate Rs

Cost Rs

Remark s/ Input ref.

day day

0.840 16.000

150.00 130.00

126.00 2,080.00

L-12 L-13

day

5.000

150.00

750.00

L-15

hour

6.000 12000.00

72,000.00 P&M-022

hour

6.000

2500.00

15,000.00 P&M-034

hour

6.000

1000.00

6,000.00 P&M-081

hour Front end loader 1 cum bucket capacity Tipper 10 tonne capacity tonne.km

6.000

800.00

4,800.00 P&M-017

Add 10 per cent of cost of carriage to cover cost of loading and unloading Smooth wheeled roller 810 tonnes for initial break down rolling.

###

4.20

15,120.00

Lead =input km & P&M-058

1,512.00 hour6.00x0.65*

125.00

487.50 P&M-044

(i)

Vibratory roller 8 tonnes for intermediate rolling. Finish rolling with 6-8 tonnes smooth wheeled tandem roller c) Material * Grading I: 13 mm (Nominal Size) i) Bitumen@ 4.5 per cent of weight of mix ii) Aggregate Total weight of mix = 450 tonnes Weight of bitumen = 20.25 tonnes Weight of aggregate = 45020.25 = 429.75 tonnes Taking density of aggregate = 1.5 ton/cum Volume of aggregate = 286.5 cum 13.2 - 10 mm20 per cent 10 - 5 mm 38 per cent 5 mm and below 40 per cent Filler @ 2 per cent of weight of aggregates. for Grading I ( 13 mm nominal size ) d) Overhead charges @ 10 % on (a+b+c) e) Contractor's profit @ 10 % on (a+b+c+d) Cost for 205 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/195 (For Grading I) Add WCT 4.2 %

hour6.00x0.65*

150.00

585.00 P&M-059

hour6.00x0.65*

125.00

487.50 P&M-045

tonne

20.250 25000.00

cum 57.300 cum 108.870 cum 114.600 tonne

8.620

506,250.00

M-074

550.00 550.00 500.00

31,515.00 59,878.50 57,300.00

M-044 M-040 M-030

400.00

3,448.00

M-188

77,733.95 85,507.35 940,580.80 4,823.49

say

202.59 5,026.08 5027.00 Per cum

RATE ANALYSIS As per Standard Data Book of Analysis of Rates Description of item :- Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.

Sr No 5.10

Ref. to MoRTH Spec. 511

Description

(i)

Unit

Quantity Rate Rs

Cost Rs

Remark s/ Input ref.

Open - Graded Premix Surfacing Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades. Unit = sqm Taking output = 10250 sqm (205 cum) Case I: Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour . a)

Labour Mate day day Mazdoor working with HMP, road sweeper, paver and roller Skilled mazdoor for day checking line & levels b) Machinery i) Batch type HMP 75 hour tonne per hour ii) Electric Generator Set hour 250 KVA iii) Front end loader 1 hour cum bucket capacity iv) Tipper 10 tonne tonne.km capacity

Add 10 per cent of cost of carriage to cover cost of loading and unloading v) Paver finisher hydrostatic with sensor attachment iv) Smooth wheeled/tandom roller 810 tonnes weight c) Material Bitumen@ 14.60 kg per 10 sqm

0.840 16.000

150.00 130.00

126.00 2,080.00

L-12 L-13

5.000

130.00

650.00

L-15

6.000 12000.00

72,000.00 P&M-021

6.000

1000.00

6,000.00 P&M-081

6.000

800.00

4,800.00 P&M-017

###

4.20

15,120.00

Lead =input km & P&M-058

1,512.00 hour

6.000

2500.00

15,000.00 P&M-034

hour

6.000

1000.00

6,000.00 P&M-045

tonne

14.970 25000.00

374,250.00

M-074

Crushed stone chipping,13.2 mm to 5.6 mm @ 0.27 cum per 10 sqm d) Overhead charges @ 10 % on (a+b+c) e) Contractor's profit @ 10 % on (a+b+c+d) Cost for 10250 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/10250

cum 276.750

550.00

suggest ive

Drum Delineator in Construction Zone Provision of metal drum/empty bitumen drum delineator, 300 mm in diameter, 800 mm high, filled with earth for stability, painted in circumferential strips of alternate black and white 100 mm wide fitted with reflectors 3 Nos of 7.5 cm dia, all as per IRC:SP:552001 Unit = each Taking output = one drum delineator a) Labour Mate Mazdoor Painter b) Material Steel drum 300 mm dia 1.2 m high/empty bitumen drum Paint c) Overhead charges @ 10 % on (a+b) d) Contractor's profit @ 10 % on (a+b+c) Rate per drum delineator = a+b+c+d

M-043

64,975.05 71,472.56 786,198.11 76.70 say

8.45

152,212.50

day day day

0.020 0.250 0.250

Meter

6.000

litre

0.020

77.00 per sqm

180.00 150.00 250.00

3.60 37.50 62.50

1500.00

9000.00

M-172

170.00

3.40

M-131

910.70 1001.77 11019.47 say

11019.00

L-12 L-13 L-18

RATE ANALYSIS As per Standard Data Book of Analysis of Rates ,page No:- 110 Description of item :- Providing, laying and compacting wet mix macadam (WMM) base course with approved material 300 mm thick or of thickness as per approved drawing and MOST/MORTH technical specification clause 406 as a complete job.

Sr No 4.12

Ref. to MoRTH Spec. 406

Description 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. Unit = cum Taking output = 225 cum (495 tonnes) a) Labour Mate Mazdoor skilled Mazdoor b) Machinery Wet mix plant of 75 tonne hourly capacity Electric generator 125 KVA

Unit

Quantity Rate Rs

Cost Rs

day day day

0.480 2.000 10.000

180.00 180.00 150.00

hour

6.600

1145.10

7557.66 P&M-094

hour

6.000

663.30

3979.80 P&M-018

Front end loader 1 cum capacity Paver finisher

hour

6.000

766.70

4600.20 P&M-017

hour

6.000

927.30

5563.80 P&M-035

Vibratory roller 8 - 10 tonne

hour

6x0.65

1200.00

4680.00 P&M-059

250.00

750.00 P&M-060

or Smooth 3 wheeled steel roller @ 8-10 tonnes. Water tanker 6 KL capacity Tipper

Add 10 per cent of cost of carriage to cover cost of loading and unloading c) Material ( Table 400-11) 45 mm to 22.4 mm@ 30 per cent 22.4 mm to 2.36 mm @ 40 per cent 2.36 mm to 75 micron@ 30 per cent Cost of water d) Overhead charges @ 10 % on (a+b+c) e) Contractor's profit @ 10 % on (a+b+c+d)

hour

12.000

hour

3.000

tonne.km

495 x 5

4.20

86.40 360.00 1500.00

Remark s/ Input ref.

10395.00

L-12 L-15 L-13

Lead =input km & P&M-058

1039.50

cum

89.100

670.00

59697.00

M-034

cum 118.800

670.00

79596.00

M-031

cum

89.100

670.00

59697.00

M-022

KL

18.000

2.00

36.00 23953.84

M-189

26349.22

Cost for 225 cum a+b+c+d+e Rate per cum (a+b+c+d+e)/225 ADD WCT 4.2%

=

289841.42

=

1288.18

say Note

118.13 1406.31 1406.00 per cum

1. Though vibratory roller is required only for 3 hours as per norms, the same is required to be available at site for 6 hours to match with other machines. The usage rates of vibratory roller may be multiplied with a factor of 0.65 2. As three wheeled smooth steel rollers are commonly in use, the same has been provided as an alternative which can be used if the thickness of individual layer does not exceed 100 mm..

RATE ANALYSIS As per Standard Data Book of Analysis of Rates ,page No:- 110 Description of item :- Providing and laying dense graded 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 bituminous binder @ 4.0 to 4.5 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 Ref. to Remark clause No. 507 complete in all respects. Sr No MoRTH Description Unit Quantity Rate Rs Cost Rs s/ Input Spec. ref. 5.6 507 Dense Graded Bituminous Macadam Providing and laying dense graded 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 bituminous binder @ 4.0 to 4.5 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. 507 complete in all respects. Unit = cum Taking output = 195 cum (450 tonnes) a) Labour Mate day 0.840 180.00 151.20 L-12 Mazdoor working with day 16.000 150.00 2400.00 L-13 HMP, mechanical broom, paver, roller, asphalt cutter and assistance for setting out lines, levels and layout of construction

Skilled mazdoor for checking line & levels b) Machinery Batch mix HMP @ 75 tonne per hour Paver finisher hydrostatic with sensor control @ 75 cum per hour Generator 250 KVA

(i)

day

5.000

180.00

900.00

L-15

hour

6.000 10000.00

60000.00 P&M-022

hour

6.000

1725.00

10350.00 P&M-034

hour

6.000

1000.00

6000.00 P&M-081

Front end loader 1 cum hour bucket capacity Tipper 10 tonne capacity tonne.km ( 5 Km) lead

6.000

766.70

4600.20 P&M-017

Add 10 per cent of cost of carriage to cover cost of loading and unloading smooth wheeled roller 810 tonnes for initial break down rolling. Vibratory roller 8 tonnes for intermediate rolling. Finish rolling with 6-8 tonnes smooth wheeled tandem roller. c) Materials Bitumen @ 4.25 per cent of weight of mix Aggregate Total weight of mix = 450 tonnes Weight of bitumen = 19.13 tonnes Weight of aggregate = 450 -19.13 = 430.87 tonnes Taking density of aggregate = 1.5 ton/cum Volume of aggregate = 287.25 cum Grading I40 mm (Nominal Size) 37.5 - 25 mm 22 per cent 25 - 10 mm 13 per cent 10 -4.75 mm 19 per cent 4.75 mm and below 44 per cent Filler @ 2 per cent of weight of aggregates. For Grading I ( 40 mm nominal size ) d) Overhead charges @ 10 % on (a+b+c) e) Contractor's profit @ 10 % on (a+b+c+d) Cost for 205 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/195 (For Grading I) Add WCT 4.2 %

450 x L

4.20

9450.00

Lead =input km & P&M-058

945.00 hour6.00x0.65*

440.00

1716.00 P&M-044

hour6.00x0.65*

1200.00

4680.00 P&M-059

hour6.00x0.65*

440.00

1716.00 P&M-045

tonne

cum

19.130 37000.00

707810.00

M-074

63.190

670.00

42337.30

M-049

cum 37.340 cum 54.580 cum 126.390

670.00 670.00 670.00

25017.80 36568.60 84681.30

M-046 M-040 M-030

200.00

1724.00

M-188

tonne

8.620

100104.74 110115.21 1211267.35 6211.63 272.33 6483.95 6484.00 Per cum

Note

*1. Although the roller are required only for 3 hours as per norms of output, but the same have to be available at site for six hours as the hot mix plant and paver will take six hours for mixing and paving the output of 450 tonnes considered in this analysis. To cater for the idle period of these rollers, their usage rates have been multiplied by a factor of 0.65. 2.Quantity of Bitumen has been taken for analysis purpose. The actual quantity will depend upon job mix formula. 3. Labour for traffic control, watch and ward and other miscellaneous duties at site including sundries have been included in administrative overheads of the contractor. 4. In case DBM is laid over freshly laid tack coat, provision of mechanical broom and 2 mazdoors shall be deleted as the same has been included in the cost of tack coat. 5. The individual density for each size of aggregates to be used for construction I.e. 37.5-25 mm, 25-10 mm etc. should be found in the laboratory and accordingly the quantities should be ammended for use in field. The average density of 1.5 tonne/cum is only a reference density in this Data Book. 6. The individual percentage of aggregates should be calculated from the total weight of dry aggregates i.e.. excluding the weight of bitumen. The weight of filler will also be 2 per cent by weight of dry aggregates.

RATE ANALYSIS As per Standard Data Book of Analysis of Rates ,page No:Description of item :- 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. Sr No 5.1

Ref. to MoRTH Spec. 502

Description Prime Coat 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. Unit = sqm Taking output = 3500 sqm

Unit

Quantity Rate Rs

Cost Rs

Remark s/ Input ref.

a)

Labour Mate Mazdoor b) Machinery Mechanical broom @ 1250 sqm per hour Air compressor 250 cfm Bitumen pressure distributor @ 1750 sqm per hour Water tanker 6 KL capacity @ 1 trip per c) Material Bitumen emulsion @ 0.6 kg per sqm Cost of water 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+e Rate per sqm = (a+b+c+d+e)/3500 Add WCt 4.2%

day day

0.080 2.000

180.00 150.00

14.40 300.00

hour

2.800

339.00

949.20 P&M-031

hour

2.800

304.00

851.20 P&M-001

hour

2.000

1012.00

2024.00 P&M-004

hour

1.000

250.00

250.00 P&M-060

tonne KL

2.100 37000.00 6.000

2.00

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.

77700.00

M-077

12.00 8210.08

M-189

9031.09 99341.97 28.38

say Note

L-12 L-13

1.24 29.63 30.00

RATE ANALYSIS As per Standard Data Book of Analysis of Rates ,page No:Desciption of item :- 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. Sr No 5.2

Ref. to MoRTH Spec. 503

Description Tack Coat 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. Unit = sqm Taking output = 3500 sqm a) Labour Mate Mazdoor b) Machinery Mechanical broom @ 1250 sqm per hour Air compressor 250 cfm Emulsion pressure distributor @ 1750 sqm per hour c) Material Bitumen emulsion @ 0.2 kg per sqm 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+e Rate per sqm = (a+b+c+d+e)/3500 Add WCt 4.2%

Unit

Quantity Rate Rs

1. Bitumen emulsion has been provided @ 0.20 kg per sqm as per clause 503.8. Payment shall be made with adjustment, plus or minus, for the variation between this quantity and actual quantity approved by the Engineer after preliminary trials referred to ofin3500 clause No. 2. An output sqm has 503.4.3 been considered in case of prime coat and tack coat which can be covered by bituminous courses on the same day.

Remark s/ Input ref.

day day

0.080 2.000

180.00 150.00

14.40 300.00

hour

2.800

339.00

949.20 P&M-031

hour

2.800

304.00

851.20 P&M-001

hour

2.000

760.00

1520.00 P&M-004

tonne

0.700 37000.00

25900.00 2953.48 3248.83 35737.11 10.21

say Note

Cost Rs

0.45 10.66 11.00

L-12 L-13

M-077

RATE ANALYSIS As per Standard Data Book of Analysis of Rates ,page No:- 138 Description of item :- Providing and laying bituminous Concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 6.5 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. 509 complete in all respects. Ref. to Remark Sr No MoRTH Description Unit Quantity Rate Rs Cost Rs s/ Input Spec. ref. 5.6 509 Bituminous Concrete Providing and layingbituminous Concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 6.5 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 Unit = cum to achieve the desired Taking output = 191 cum compaction as per MoRTH (450 tonnes) specification clause No. a) Labour in all respects. 509complete Mate day 0.840 180.00 151.20 L-12 Mazdoor working with day 16.000 150.00 2400.00 L-13 HMP, mechanical broom, paver, roller, asphalt cutter and assistance for setting out lines, levels and layout of construction Skilled mazdoor for day 5.000 180.00 900.00 L-15 checking line & levels b) Machinery Batch mix HMP @ 75 hour 6.000 10000.00 60000.00 P&M-022 tonne per hour hour 6.000 1725.00 10350.00 P&M-034 Paver finisher hydrostatic with sensor control @ 75 cum per hour Generator 250 KVA hour 6.000 1000.00 6000.00 P&M-081 Front end loader 1 cum hour bucket capacity Tipper 10 tonne capacity tonne.km ( 5 Km) lead

Add 10 per cent of cost of carriage to cover cost of loading and unloading smooth wheeled roller 810 tonnes for initial break down rolling. Vibratory roller 8 tonnes for intermediate rolling. Finish rolling with 6-8 tonnes smooth wheeled tandem roller. c) Materials

6.000 450 x L

766.70 4.20

4600.20 P&M-017 9450.00

Lead =input km & P&M-058

945.00 hour6.00x0.65*

440.00

1716.00 P&M-044

hour6.00x0.65*

1200.00

4680.00 P&M-059

hour6.00x0.65*

440.00

1716.00 P&M-045

(i)

Note

Bitumen @ 6.5 per cent of weight of mix Aggregate Total weight of mix = 450 tonnes Weight of bitumen = 29.25 tonnes Weight of aggregate = 450 -29.25 = 420.75 tonnes Taking density of aggregate = 1.5 ton/cum Volume of aggregate = 280.50 cum Grading I40 mm (Nominal Size) 20-10mm 35 % 10-5 mm 23 % 5mm & Below 39 % Filler @ 3 per cent of weight of aggregates. For Grading I ( 40 mm nominal size ) d) Overhead charges @ 10 % on (a+b+c) e) Contractor's profit @ 10 % on (a+b+c+d) Cost for 205 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/195 (For Grading I) Add WCT 4.2 %

*1. Although the roller are required only for 3 hours as per norms of output, but the same have to be available at site for six hours as the hot mix plant and paver will take six hours for mixing and paving the output of 450 tonnes considered in this analysis. To cater for the idle period of these rollers, their usage rates have been multiplied by a factor of 0.65. 2.Quantity of Bitumen has been taken for analysis purpose. The actual quantity will depend upon job mix formula. 3. Labour for traffic control, watch and ward and other miscellaneous duties at site including sundries have been included in administrative overheads of the contractor. 4. In case DBM is laid over freshly laid tack coat, provision of mechanical broom and 2 mazdoors shall be deleted as the same has been included in the cost of tack coat.

tonne

29.250 37000.00

cum 98.175 cum 64.515 cum 109.395 tonne 8.415

670.00 670.00 670.00 200.00

1082250.00

M-074

65777.25 43225.05 73294.65 1683.00

M-049 M-046 M-040 M-188

136913.84 150605.22 1656657.40 8495.68 372.46 8868.14 8868.00 Per cum

5. The individual density for each size of aggregates to be used for construction I.e. 37.5-25 mm, 25-10 mm etc. should be found in the laboratory and accordingly the quantities should be ammended for use in field. The average density of 1.5 tonne/cum is only a reference density in this Data Book. 6. The individual percentage of aggregates should be calculated from the total weight of dry aggregates i.e.. excluding the weight of bitumen. The weight of filler will also be 2 per cent by weight of dry aggregates.

280.5

RATE ANALYSIS As per Standard Data Book of Analysis of Rates ,page No:- 110 Description of item :- Providing, laying and compacting wet mix macadam (WMM) base course with approved material 300 mm thick or of thickness as per approved drawing and MOST/MORTH technical specification clause 406 as a complete job.

Sr No 4.12

Ref. to MoRTH Spec. 406

Description 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. Unit = cum Taking output = 225 cum (495 tonnes) a) Labour Mate Mazdoor skilled Mazdoor b) Machinery Wet mix plant of 75 tonne hourly capacity Electric generator 125 KVA Front end loader 1 cum capacity Paver finisher Vibratory roller 8 - 10 tonne or

Unit

day day day

Quantity Rate Rs Cost Rs

0.480 2.000 10.000

180.00 86.40 180.00 360.00 150.00 1500.00

hour

6.600 1145.10 7557.66

hour

6.000

663.30 3979.80

hour

6.000

766.70 4600.20

hour

6.000

927.30 5563.80

hour

6x0.65 1200.00 4680.00

Smooth 3 wheeled steel roller @ 8-10 tonnes. Water tanker 6 KL capacity Tipper

Add 10 per cent of cost of carriage to cover cost of loading and unloading c) Material ( Table 400-11) 45 mm to 22.4 mm@ 30 per cent 22.4 mm to 2.36 mm @ 40 per cent 2.36 mm to 75 micron@ 30 per cent Cost of water d) Overhead charges @ 10 % on (a+b+c) e) Contractor's profit @ 10 % on (a+b+c+d) Cost for 225 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/225 ADD WCT 4.2%

Note

1. Though vibratory roller is required only for 3 hours as per norms, the same is required to be available at site for 6 hours to match with other machines. The usage rates of vibratory roller may be multiplied with a factor of 0.65

hour

12.000

hour

3.000

tonne.km

495 x 5

250.00 4.20

750.00 ###

1039.50

cum

89.100

670.00

###

cum 118.800

670.00

###

cum

89.100

670.00

###

KL

18.000

2.00

36.00 ### ### ### 1288.18

118.13 1406.31 say ###

2. As three wheeled smooth steel rollers are commonly in use, the same has been provided as an alternative which can be used if the thickness of individual layer does not exceed 100 mm..

urse with approved l specification clause

Remark s/ Input ref.

L-12 L-15 L-13 P&M-094 P&M-018 P&M-017 P&M-035 P&M-059

P&M-060 Lead =input km & P&M-058

M-034 M-031 M-022 M-189

per cum