Ssr_Jto_2012-13

M.Durga Prasad,Junior Technical officer,

PRI,Sub-Division,Tenali.

COMMON STANDARD SHEDULE OF

RATES FOR ALL ENGINEERING

DEPARTMENTS FOR THE YEAR 2012-13

Board of Chief Engineers

WITH EFFECT FROM 01 - 06 - 2012

GOVERNMENT OF ANDHRA PRADESH

LABOUR RATES - 2012-13

First Class

1 a Mason and stone Cutter Day 315

2 b Brick Layer Day 315

3 c Carpenter Day 315

4 d Painter Day 350

5 e Plumber Day 350

6 f Welder Day 315

7 g Fitter Day 315

8 h Electrician Day 355

SECOND CLASS

43 1 Mason Day 285

44 b Brick Layer and Stone Cutter Day 285

45 c Carpenter Day 285

46 d Painter Day 300

47 e Plumber Day 285

48 f Blacksmith Day 285

49 g Welder Day 285

50 h Fitter Day 285

51 I Electrician Day 285

72 1 Head mazdoor(Mukaddar) Day 250

73 2 Man mazdoor Day 250

74 3 Watch man Day 250

75 4 Picottah man Day

76 5 Woman Mazdoor Day 250

RATES OF MATERIALS & WORK ITEMS

S.S. Item No. Description

1 2 3 4 5(A) STONE AND ROAD MATERIALS

1 22.a 1 cum 145.00

2 b.I For SS Revetment work 225 mm 1 cum 116.70

3 b.ii For SS Revetment work 300 mm 1 cum 136

4 b.iii For SS Revetment work450 mm 1 cum 114

90 34 Gravel including stacking 1 Cum 75

91 35 a Quarry rubbish 1 Cum 75

92 B 1 Cum 260

93 36.a 1 Cum 335

94 B Sand for filling and blindage 1 Cum 248

98 C Grinding lime mortar or Surkhi mortar 1 Cum 85

99 D Shell lime slaked and screened 1 Cum 8.47

100 E White cement 1 Kg. 27

(A) SKILLED WORKMEN

(A) SEMI-SKILLED WORKMEN

(A) UNSKILLED WORKMEN

Deleted

Sl. No.

Unit (per)

SoRate for 2011-12

ROUGH STONE QUARRIED INCLUDING WEDGING, BREAKING, BURNING, SPLITING AND STACKING

For R.R Masonary Work (other than Granite, Dolomite and Trap)

HBG Stone Chips 2.36mm and below

Sand for mortar, ceiling coat including washing screening etc.,

25 33.a - do - 6mm size (SS 5) 1 cum 454.00Blasting charges 70.00

Machine crushing charges

26 b - do - 10mm size (SS 5) 1 cum 593.00Blasting charges 70.00


27 c - do - 12mm size (SS 5) 1 cum 727.00Blasting charges 70.00


28 d - do - 20mm size (SS 5) 1 cum 891.00Blasting charges 70.00


29 e - do - 25mm size (SS 5) 1 cum 874.00Blasting charges 70.00


30 f - do - 40mm size (SS 5) 1 cum 530.00Blasting charges 70.00


31 g - do - 50mm size (SS 5) 1 cum 410.00Blasting charges 70.00

480.00

32 h - do - 60mm size (SS 5) 1 cum 378.00Blasting charges 70.00

448.00

33 I - do - 65mm size (SS 5) 1 cum 341.00Blasting charges 70.00

411.00

3670.00

3725%

45 33a 1 cum 278.00

Blasting charges 70.00Machine crushing charges

46 b 1 cum 452.00Blasting charges 70.00


47 c 1 cum 593.00


HARD BROKEN STONE OF GRANITE, TRAP AND DOLERITE FREE FROM DUST OBTAINED BY QUARRYING, WEDGING, BREAKING, BURNING AND SPLITTING INCLUDING STACKING.

NOTE:- (1) Add extra Rs. /- per cum for items 33 (a) to 33 (k) if the metal is obtained by blasting

(2) Add 25% extra per cum if the metal is obtained by machine crushing excluding cost of blasting.

HARD BROKEN STONE OF GRANITE TRAP DOLERITE AND DOLAMITE FREE FROM DUST OBTAINED BY QUARRYING WEDGING, BREAKING, BURNING AND SPLITTING INCLUDING STACKING (QUARTZITE AND BASALT WITH AGGREGATE IMPACT OF LESS THAN 20)

-do- 2.36 to 5 mm size (IRC&MORTH)

-do- 5 to 7mm size (IRC&MORTH)

-do- 9.5 to 11.2mm size (IRC&MORTH)

48 d 1 cum 727.00


49 e 1 cum998.00


50 f 1 cum 874.00


51 g 1 cum 530.00


52 h 1 cum 410.00

Blasting charges 70.00

480.00

53 i 1 cum 478.00

Blasting charges 70.00548.00

54 j -do- 65 mm size ( IRC and MORTH ) 1 cum 341.00


411.00

55 k -do- 75 mm size ( IRC and MORTH ) 1 cum 273.00


343.00

56 1 1 cum70

57 2 1 cum 25%

III RATES OF WORKS(A) CLEARING SITE

108 1.a Clearing heavy Jungle 1 Sqm 2.50

109 B Clearing light Jungle 1 Sqm 2.30

110 C Clearing Scrub Jungle 1 Sqm 2.30

111 D1 Sqm 3.70

112 2.a.IEach 31.00

113 Ii - do - 100 to 200 cm. Each 48.00

114 2.b.IEach 34.00

115 Ii - do - 100 to 200 cm. Each 52.00

-do- 12mm to 14 mm size ( IRC and MORTH )

-do- 19 mm to 22 mm size ( IRC and MORTH )





NOTE:- Add extra Rs. /- per cum for items 33 (a) to 33 (j) if the metal is obtained by blasting

Add 25% extra per cum if the metal is obtained by machine crushing excluding cost of blasting.

Clearing Juliflora (Prosafis) jungle including up-rooting and removing of Juliflora stumps.

Cutting and removing Palmyrah trees including stacking of girth 30 to 100 cm.

Uprooting and removing Palmyrah stumps including stacking of girth 30 to 100 cm.

(S ) ROAD WORK ITEMS

5

HARD METAL159 5 (a) 40 mm thick ness 10 sqm 164.70

160 (b) 50 mm thick ness 10 sqm 186.70

161 (c ) 75 mm thick ness 10 sqm 205.70

162 (d ) 100 mm thick ness 10 sqm 221.30

163 (e) 150 mm thick excluding hire charges 10 sqm 396.30

172 Binding wire 1 Kg. 65.00

HIRE CHARGES OF PLANT& MACHNIERY FOR ROAD & BRIDGE WORKS FOR THE YEAR 2011-12

Description Unit

Machine Activity ( Rupees)

1 2 3 4 51 Dozer( D 80 ) Spreading

Per Hour 2399CuttingCleaning

2 Mortor Grader Clearing

Per Hour 2797SpreadingGSBWMM

3 Soil OrdinaryPer Hour 2600.30Soil Marshy

Soil unsuitable4 Front end loader Soil loading Per Hour

1431Aggregate loading Per Hour

5 Tipper- 5.5 Cum Per Hour 818.30

Per Km

Earth/Soil, GSB,WMM Per Hour 2384.90

7Soil compaction ,BM compaction Per Hour 920.06

8 Water transport Per Hour 372

9 Tractor Pulling Per Hour 361

10Scarifying Per Hour 367

11Scarifying Per Hour 367

36 Concrete mixer

Concrete mixing Per Hour 370(a)0.28 cum

(b) 1.0 cum Concrete mixing Per Hour 564

42 Plate compacter For compacting in medians Per Hour 42.00

Concrete mixer 300/200(diesel) Hour 271.70

Concrete mixer 300/200(electric) Hour 240.20

Concrete mixer 600/400(diesel) Hour 378.30

Concrete mixer 600/400(electric) Hour 316.40

Needle vibrator 40 mm ( petrol ) Hour 140.60

Needle vibrator 40 mm ( electric ) Hour 127.50

Road roller diesel 10 t Hour 920.60

Picking old metalled surface to a depth of 40 to 100 mm and spreading metal including watering with an initial lead of 2 Hectometers and rolling with power rollers watering and spreading gravel for blindage and power roller rolling including hire charges of power roller( 8 to 10 T ) barricading and diversion of traffic and wetting the new consolidation for a fortnight(for compacted thickness of )

Sl. No.

SoRate for 2012-13

Hydraulic Excavator

Transportation of soil, GSB,WMM, Hot mix etc Per tonne

Km

Vibratory roller 8 tonne

Smooth wheeled roller 8 tonne

Water tanker 6 Kilolitre

Tractor with rotavator

Tractor with ripper attachment

Tipper 5 cum Hour 818.30

Building Civil Items - Building-SOR-2012-13

Sl. No Item Code Description of item Unit

1 2 3 4 5A BRICKS & BUILDING BLOCKS

1 BMT-A.01 1000 Nos 3472

2 BMT-A.02 1000 Nos 4687

B

21 BMT-B.01 Kadapa slab 40 mm thick and size not less than 0.457 Mx0.457 M 1 Sqm 84

22 BMT-B.02 Kadapa slab 50 mm thick and size not less than 0.457 Mx0.457 M 1 Sqm 96

23 BMT-B.03 Shahabad /Tandur Rough Stone slabs of minimum of 25 mm thick 10 Sqm 840

24 BMT-B.04 Shahabad / Tandur Rough Stone slabs of minimum 40 mm thick 10 Sqm 1084

25 BMT-B.05 10 Sqm 1446

26 BMT-B.06 10 Sqm 1205

27 BMT-B.07 10 Sqm 3374

28 BMT-B.08 10 Sqm 2410

C

37 BMT-C.01 1 sqm 419

42 BMT-C.06 White glazed Tiles of any size Ist quality 1 sqm 314

43 BMT-C.07 Glazed coloured Tiles of any size Ist Quality 1 sqm 372

E

107 BMT-E.01 Medium Teak Wood scantlings: up to 2.0 M 1 cum 56380

110 BMT-E.04 Medium Teak Wood Plancks: any thickness 1 cum 105486

111 BMT-E.05 Best Teak Wood scantlings: up to 2.0 M 1 cum 80024

114 BMT-E.08 Best Teak Wood Plancks: any thickness 1 cum 120036

121 BMT-E.15 Sal Wood scantlings: any length 1 cum 40012

122 BMT-E.16 Sal Wood Plancks: any thickness 1 cum 50924

123 BMT-E.17 A.C sheet Corrugated 6 mm thick 1 sqm 194

124 BMT-E.18 A.C sheet plain 4 m thick 1 sqm 139

125 BMT-E.19 A.C sheet plain 6 m thick 1 sqm 144

126 BMT-E.20 1 kg 52

F

127 BMT-F.01 1 Rm 247

133 BMT-F.07 1 Kg 63

134 BMT-F.08 1 Kg 63

154 BMT-F.28 Rabbit wire mesh (chicken mesh) 1 Sqm 13

SS RATE FOR 2012-13

Bricks second class or ground moulded (Non-Modular or traditional size) 23 x 11 x 7 cm (ex-quarry price - excluding cost of conveyance, loading & unloading)

- do- modular size 19 x 9 x 9 cm (ex-quarry price - excluding cost of conveyance, loading & unloading)

NATURAL FLOORING STONES (ex-quarry price - excluding cost of conveyance, loading & unloading)

Polished Shahabad/ Tandur stone slabs of 15 to 18 mm thick (0.457x0.304) or any other size as specified

Polished black Kadapa slabs minimum of 15 mm thick (0.457x0.457M)

Polished Bethamcherla pure (marble type) white stone minimum 25 mm thick (0.254Mx0.254M)

Polished Bethamcherla coloured stone minimum 25 mm thick (0.254M x0.254M)

WALL & FLOOR TILES (landing cost - including cost of conveyance, loading & unloading)

Ceramic tiles 7.3mm thick 1st quality of all shades (as per manufacture specification)

TIMBER & ROOFING MATERIALS (landing cost - including cost of conveyance, loading & unloading)

Note: Before proposing the Teak Wood Items, the estimating authorities shall obtain prior approval from the competent authority

Plain or Corrugated Galvanized iron sheets as per IS 277 (0.1 mm to 0.8 mm thickness)

MILD, GALVANIZED & STAINLESS STEEL (landing cost - including cost of conveyance, loading & unloading)

MS. Hallow door frames manufactured by cold roll formed process steel sheet 1.25mm thick bright CRCA confirming to IS 4351 - 1976 with Hinges tower Bolts etc.

Supplying Galvanized Steel Barbed wire conforming to IS 278 - 1978 : Type A - IOWA Type Designation as per standard

Supplying Galvanized Steel Barbed wire conforming to IS 278 - 1978 : Type B - Glidden Type Designation as per standard

155 BMT-F.29 1 Sqm 2120

156 BMT-F.30 1 Sqm 1855

G FIXTURES FOR DOORS & WINDOWS

170 BMT-G.14 MS-Powder Coated Tower Bolt-10 mm Bolt (IS:204) 100 mm Long Each 19





183 BMT-G.27 MS-Powder Coated Butt hinges (IS:205)- 75 mm Long Each 9




187 BMT-G.31 Aluminium Door Handles (IS:208) 75 mm Long Each 49




191 BMT-G.35 MS-Powder Coated Door Handles (IS:208) 125 mm Long Each 25

192 BMT-G.36 MS-Powder Coated Door Handles (IS:208) 150 mm Long Each 37

199 BMT-G.43 MS-Powder Coated Aldrop (IS:2681) 200 mm long Each 86



207 BMT-G.51 MS-Powder Coated Flat Latches: 250 mm long Each 42

208 BMT-G.52 MS-Powder Coated Flat Latches: 300 mm long Each 54

209 BMT-G.53 MS-Powder Coated - Door Stoppers Each 37

H WATER PROOFING CHEMICALS & ADMIXTURES

236 BMT-H.01 Impervious Water Proofing compound 1 Kg 24

BMT-H.09 Litre 75

BMT-H.10 Litre 75

BMT-H.11 Kgs 70

I GLASS

331 BMT-I.01 Plain Float Glass 4 mm thick 1 sqm 334

332 BMT-I.02 Plain Float Glass 5 mm thick 1 sqm 427

333 BMT-I.03 Plain Float Glass 6 mm thick 1 Sqm 460

343 BMT-I.13 Pin headed Glass 4 mm thick 1 sqm 220

Supply & fixing of Rolling shutter made of 80 x 1.25 mm machine rolled CRCA laths, interlocked together through their entire length and jointed together at the ends by end-locks, mounted on specially designed pipe shaft of 50mm dia nominal bore MS B class pipe with brackets, plates, guide channels, stoppers, bottom locking plates and arrangements for inside & outside locking with push-pull operations including cost of hood cover and springs complete, painted with one coat of approved steel primer, locks, ball bearings, all accessories etc complete for finished item of work as per special spn: 1108

Supplying & fixing collapsible steel shutters with vertical, double channel of 20 x10x2 mm of 100 mm centre ,Bracers with flat iron 40x40x6 mm with 38 mm dia steel pulleys, the top, bottom and side vertical frames of the collapsible gate with 65x65mmx8mm MS Angle and middle guide rail at site height with 65mmx8mm MS flat for the pulleys to guide and fixed with necessary hold fasts, bolts, nuts, rivets, locking arrangements, stoppers, handles, all accessories all fixtures and painted with one coat of approved steel primer etc., complete for finished item of work as per special spn 1105

Chloride free super plasticizer for high range water reducing admixture : Conflow SNS I or Zoriplast SP 350 (Dosage: 200 ml to 500 ml per bag of 50 Kgs Cement) or equivalent.

Chloride free super plasticizer for high early strength and high range water reducing admixture: Conflow SNS 2 or Zoriplast SP 450 (Dosage: 300 ml to 400 ml per bag of 50 Kgs Cement) or equivalent.

Set accelerator and plasticizer: Conflow SNA or Zoriset or Equivalent (Dosage:1 Kg to 3 Kgs per bag of 50 Kgs Cement depending on the setting time required )

344 BMT-I.14 Pin headed Glass 5 mm thick 1 sqm 376

J PAINTS & POLISHES

352BMT-J.01 1 Kg 117

353BMT-J.02 1 Kg 70

354 BMT-J.03 Red Oxide Iron Primer Paint Grade -1 1 Litre 105356

BMT-J.05 1 Litre 117

359 BMT-J.08 White Lead 1 Kg 84375 BMT-J.24 Water proof Cement paint 1 Kg 41

377BMT-J.26

Water proof Cement paint Pack25 Kg 959

378 BMT-J.27 Supply of paint grade white line for wash 25 Kg 410381

BMT-J.30 1 Litre 199

382BMT-J.31 1 Litre 152

R

805 BMT-S.01 Stone masonry in cement mortar 1 Cum 275

806 BMT-S.02 Terracing work in roofs or floors 10 Sqm 114

807 BMT-S.03 Flat stones in roof or floors including lifting 10 Sqm 95

808 BMT-S.04 Pan tiled or Mangalore tiled roof without roof timbers. 10 Sqm 86

809 BMT-S.0510 Sqm 95

810 BMT-S.06 Wrought and framed timber in roofs or floors 1 Cum 144

811 BMT-S.07 Old lime mortar plaster 10 Sqm 30

812 BMT-S.08 Old cement mortar plaster 10 Sqm 33

813 BMT-S.091 Cum 46

814 BMT-S.10 Revetment for aprons and stacking grouted within 40 lead 1 Cum 33

815 BMT-S.11 Kadapa slabs or Shahabad stone slabs flooring on sand bed 10 Sqm 48

816 BMT-S.12 Through scraping of old plastered surface 10 Sqm 30

817 BMT-S.1310 Sqm 10

818BMT-S.14 10 Sqm 31

819BMT-S.15 10 Sqm 32

V LABOUR CHARGES

850 BMM-V.14 1 Kg 18

851 BMM-V.15 1 Kg 3.50

W MISCELLANEOUS ITEMS

875 BMS-W.15 CEMENT JALI - 25 mm thick 1 sqm 198



878 BMS-W.18 Aluminium sheet 24 Gauge 1 Sqm 265

879 BMS-W.19 1 Sqm 975

880 BMS-W.20 Mastic pad 2'0 " x 4'0" (0.60M x 1.2M) of 1" (25.4 mm ) thick 1 Sqm 869

881 BMS-W.21 Mastic pad 2'0 " x 4'0" (0.60M x 1.2M) of 1/2" (12.7 mm ) thick 1 Sqm 498

928 BMS-W.68 White Cement 1 Kg 25

Cement Primer Waterbase Interior Gr- 1 Asian/ Berger/ Nerolac/ Saicoat/Indocem or Equivalent

Cement Primer Waterbase Exterior Gr-2 Asian/ Berger/ Nerolac/ Saicoat/Indocem or Equivalent

Wood Primer Asian/ Berger/ Nerolac/ Saicoat/Indocem or Equivalent

supply of ready mixed Synthetic Enamel paints in all shades Grade - I

supply of ready mixed Synthetic Enamel paints in all shades Grade - II

A. DISMANTLING clearing away and carefully stacking materials useful for reuse.

Flat and pan tiles or Mangalore tiles over flat tiles without roof timbers

Dry rough stone revetment for aprons and stacking within 40 M lead

Washing of plastered surface with soap, soda and water (or with soda lime and water)

clean removal of lime plaster from walls and raking out joints 20mm deep or from terraced roof and raking out joints 100 mm deep

Clean removal of cement plaster from walls and raking out joint 200 mm deep

Labour charges for fabricating steel works like Window Grills, Compound Wall Grills, Iron Doors, Windows including cost of welding rods, power charges, excluding cost of fixing in position

Labour charges for fixing Iron Doors, Iron Windows and Window Grills in position

7.5mm thick Aluminium Grill (as approved by the department) 3.58 Kg/Sqm.

X HIRE CHARGES FOR CENTRING AND SCAFFOLDLING

Unit of Measurement Material Hirecharges Labour Charges

A FOOTINGS per 1 cum 62 372 434

B PEDESTALS per 1 cum 74 592 666

C PLINTH BEAMS per 1 cum 1048 898 1946


D LINTELS per 1 cum 890 762 1652

E per 1 sqm 176 117 293

F COLUMNS per 1 cum 134 1070 1204

G BEAMS per 1 cum 1347 898 2245

H per 1 sqm 151 101 252


D LINTELS per 1 cum 619 596 1215

E per 1 sqm 122 92 214

F COLUMNS per 1 cum 93 836 929

G BEAMS per 1 cum 936 701 1637

H per 1 sqm 105 79 184


A 1st - Floor per 1 sqm 5.46 40.43 45.89

B 2nd - Floor per 1 sqm 5.46 60.65 66.10


A 1st - Floor per 1 sqm 0.55 4.04 4.59

B 2nd - Floor per 1 sqm 0.55 6.06 6.61


A 1st - Floor per 1 sqm 1.28 8.00 9.28

B 2nd - Floor per 1 sqm 1.28 12.00 13.28

Centring Charges for 2012-13

HIRE CHARGES FOR CENTERING & SCAFFOLDING - Unsupported Height upto 3.66 M Steel scaffolding pipes, jack Props, wallers, Foot plates, brackets, steel Centering Plates, etc.,


CHAJJAS - SUNSHADES

SLABS - Up to 150 mm thick

HIRE CHARGES FOR CENTERING & SCAFFOLDING - Unsupported Height upto 3.66 M Casurina Ballies, Bamboos, Wooden Reapers, Runners, Wood Posts, Wall Plates etc.,


CHAJJAS - SUNSHADES

SLABS - Up to 150 mm thick

HIRE CHARGES FOR ACCESS SCAFFOLDING - upto 3.66 M using Casurina Ballies, Bamboos, Wooden Reapers, Runners, Wood Posts, Wall Plates etc., for BRICK MASONRY/ STONE MASONRY - 1 sqm


HIRE CHARGES FOR ACCESS SCAFFOLDING - upto 3.66 M using Casurina Ballies, Bamboos, Wooden Reapers, Runners, Wood Posts, Wall Plates etc., for PLASTERING to WALLS - 1 sqm


HIRE CHARGES FOR STAGE SCAFFOLDING - upto 3.66 M using Casurina Ballies, Bamboos, Wooden Reapers, Runners, Wood Posts, Wall Plates etc., for CEILING PLASTERING - 1 sqm


SSR-2008-09

SlNo.

1 Fully panelled Door 1 Sqm 473.00

2 Glazed and Panelled Door 1 Sqm 457.00

3 Framed and planked Doors 1 Sqm 447.00

4 Ledged,Braced and planked Doors 1 Sqm 383.00

5 Windows Glazed 1 Sqm 457.00

6 Windows panelled 1 Sqm 601.00

7 Windows lodged, braced,and panelled 1 Sqm 383.00

8 Window frameed and planked 1 Sqm 364.00

9 Ventilators Glazed,fixed with double frame with wire netting 1 Sqm 457.00

10 Swing Ventilators Glazed 1 Sqm 492.00

11 Weldedmesh Doors and Windows 1 Sqm 383.00

12 GI or AC sheet Door and Windows 1 Sqm 193.00

Labour charges for wrought and put up including fixing in position frames, shutters , for Doors, windows, ventilators etc.

( idle hire charges of trucks are not added)

Sl No.

Rs / cum

1 2 3 4 5 6 71 Loading 13.50 27.10 44.70 53.60 37.302 Unloading 6.75 13.55 44.70 53.60 37.30

Note: The lead & lift charges are inclusive of 14% Contractor Profit and Over Head charges

Sl No.

Rs / cum

1 2 3 4 5 6 7

1 Loading 94.40 108.00 133.70 142.60 184.10

2 Unloading 33.60 54.00 133.70 142.60 184.10

Note: The lead & lift charges are inclusive of 14% Contractor Profit and Over Head charges.

E.LOADING AND UNLOADING CHARGES BY MECHANICAL MEANS

(including idle hire charges of trucks)

Sl No. Earth / Sand /Gravel

Murrum/ / Surki/

Rs / cum

1 2 3 4

1 Loading 47.50 95.00

2 Unloading 14.10 14.10

Note: The lead & lift charges are inclusive of 14% Contractor Profit and Over Head charges

A. LOADING AND UNLOADING CHARGES BY MANUAL MEANS

Description of item

Earth / Sand /Gravel

Rubble/ size stone/ cut stone/ Coarse aggregate,

Lime in Rs/cum

cement in Rs/tonne

steel in Rs./tonne

brick work

Rs/1000 NoMurrum/ /

Surki/

D. LOADING AND UNLOADING CHARGES BY MANUAL MEANS (including idle hire charges of trucks )

Description of item

Earth / Sand /Gravel

Rubble/ size stone/ cut stone/ Coarse aggregate,

Lime in Rs/cum

cement in Rs/tonne

steel in Rs./tonne

brick work

Rs/1000 No

Murrum/ / Surki/

Description of item

Rubble/ size stone/ cut

stone/ Coarse aggregate,

Lime in Rs/cum

IRRIGATION SSR

Sl. No. Description Unit S. Rate

2012-131 2 3 4

3 Binding wire Kg 65

15 Curing Compound ltr 123

32 G I Pipe 100 mm dia B Class Rm 650

33 G I Pipe 15 mm dia A class Rm 95

34 G I pipe 25 mm dia A class Rm 145

35 G I pipe 40 mm dia B class Rm 265

36 G I pipe 50 mm dia A class Rm 290

37 G I Pipe 80 mm dia B Class Rm 450

38 G.I Bolts / Nuts and Washers kg 97

39 G.I sheet ( plain ) tonne 57,375

41 Hectometer stone one line dressed Each 208

61 PVC pipe of 100 mm dia Rm 157

80 Water proofing compound kg 66

13 MS pipe 200 / 300 mm dia kg 159

14 MS pipe 32 mm dia Rm 150

15 MS pipe 25 mm dia Rm 136

10 Petrol ltr 75.00

4 Diesel ltr 46.00

11 Rivets kg 86

M-063 Barbed wire kg 74

M-189 Water litre 90

Size Unit SoR For 2012-13NP - 2 Class NP - 3 Class NP - 4 Class

80 mm dia Metre 129

100 mm dia Metre 149





300 mm dia Metre 348 778 802

350 mm dia Metre 433 980 1000

400 mm dia Metre 499 1084 1107

450 mm dia Metre 612 1238 1250

500 mm dia Metre 673 1349 1545

600 mm dia Metre 995 2020 2395

700 mm dia Metre 1276 2512 3207

800 mm dia Metre 1570 3317 4194

900 mm dia Metre 1972 4166 5218

1000 mm dia Metre 2390 5170 7121

1100 mm dia Metre 2850 6098 8255

1200 mm dia Metre 3393 7181 9651

1400 mm dia Metre 4609 9291 13364

1600 mm dia Metre 5357 12054 16142

1800 mm dia Metre 7009 15973 21642

2. SoRATES FOR R.C.C. COLLARS

Size Unit SoR For 2012-13

NP - 2 Class NP - 3 Class NP - 4 Class

80 mm dia Each 38

100 mm dia Each 40

150 mm dia Each 42

200 mm dia Each 55

225 mm dia Each 59

250 mm dia Each 65

300 mm dia Each 86 124 124

350 mm dia Each 106 152 152

400 mm dia Each 116 173 173

450 mm dia Each 183 230 230

500 mm dia Each 209 274 274

600 mm dia Each 281 360 360

700 mm dia Each 366 486 486

800 mm dia Each 517 614 614

900 mm dia Each 618 716 716

1000 mm dia Each 722 897 897

1100 mm dia Each 885 1134 1134

1200 mm dia Each 1076 1420 1420

1400 mm dia Each 1388 1799 1799

1600 mm dia Each 1770 2308 2308

MANUFACTURE, SUPPLY AND DELIVERY OF R.C.C. PLAIN ENDED PIPES CONFORMING TO B.I.S. 458/2003 , EX-FACTORY, EXCLUDING

TRANSPORTATION, TAXES & DUTIES

MANUFACTURE, SUPPLY AND DELIVERY OF R.C.C. COLLARS CONFORMING TO B.I.S. 458/2003 (RATE PER EACH COLLAR) SUITABLE FOR R.C.C. PLAIN ENDED PIPES INCLUDING TRANSPORTATION BUT EXCLUDING TAXES &

DUTIES

1800 mm dia Each 1854 2975 2975

6. SoRATES FOR CONVEYANCE OF R.C.C. PLAIN ENDED PIPES

Sl.No. Description

1 2 3 4 5 6

1

NP - 2 Class NP - 3 Class & NP - 4 Class

80 mm dia 2.64 0.11100 mm dia 3.19 0.11150 mm dia 4.73 0.22200 mm dia 6.16 0.22225 mm dia 7.15 0.33250 mm dia 8.25 0.33300 mm dia 12.21 0.44 32.23 0.88350 mm dia 15.95 0.99 34.76 0.99400 mm dia 18.48 1.1 41.03 1.32450 mm dia 23.43 1.32 44.99 1.54500 mm dia 25.52 1.54 49.28 1.54600 mm dia 36.96 2.42 73.7 3.41700 mm dia 47.08 3.41 81.95 3.96800 mm dia 55.44 3.41 98.23 3.96900 mm dia 63.58 3.41 129.03 7.481000 mm dia 94.27 7.04 155.76 7.481100 mm dia 103.51 7.04 167.86 8.141200 mm dia 116.82 7.48 188.43 8.141400 mm dia 141.35 7.48 256.08 8.471600 mm dia 163.79 7.48 307.23 8.471800 mm dia 188.43 7.48 409.64 11.88

19. SoRATES FOR PVC PIPES FOR THE YEAR 2012-13

Sl. No. DescriptionTEST PRESSURE

1 2 3 4 5 6

1

Rs. Rs. Rs. Rs.20 12

25 18

32 29

40 27 44

50 42 68

63 45 65 99

75 66 89 142

90 59 90 129 201

110 89 131 187 301

125 117 170 238 393

Rate upto 5 Kms Lead including Loading,

unloading and stacking

Rate for every

additional 1 KM lead or part thereof.

Rate upto 5 Kms Lead including Loading,

unloading and stacking

Rate for every additional 1 KM lead or part thereof.

CONVEYANCE OF R.C.C. PLAIN ENDED PIPES ON ALL WEATHER ROADS INCLUDING LOADING, UNLOADING AND STACKING

(per Metre) SoR For 2012-13

2.5 Kgs/cm2 4.0 Kgs/cm2 6 Kgs/cm2 10 Kgs/cm2

Manufacture, Supply and delivery of Unplasticised PVCs Pipes for potable water supplies conforming to IS : 4985/2000 (third revision) with bell ends (Socket) as

per specification in light Grey/Natural Ivory Grey/ Any other Color (except White) inclusive of transportation to the sub-divisional stores anywhere in AP

excluding Excise duty and Sales Tax etc.

DIA IN MM Rate/Metre

140 142 213 308 486

Labour charges for Drilling of Bores 20% MA

8'' (200mm ) S/u piles 21/8 21/ 8 X 250 656.25 787.50

8'' (200mm ) D/u piles 27/8 843.75 1012.50

10'' (250mm ) S/u piles 25.50 / 8 796.88 956.25

10'' (250mm ) D/u piles 31/8 968.75 1162.50

12'' (300mm ) S/u piles 28/8 875.00 1050.00

12'' (300mm ) D/u piles 39/8 1218.75 1462.50

15'' (375mm ) S/u piles 39/8 1218.75 1462.50

15'' (375mm ) D/u piles 51/8 626.88 752.25

STEEL WEIGHTS

25mm Dia 3.854x R/m

20mm Dia 2.466x R/m

16mm Dia 1.578x R/m

12mm Dia 0.890x R/m

10mm Dia 0.620x R/m

8mm Dia 0.395x R/m

6mm Dia 0.220x R/m

Door of Size Frame Shutter Total Cft Total Cum

2' 6"x 6' 6" 1.41 1.44 2.85 0.081 0.040781

3' 0"x 4' 0" 1.35 1.90 3.45 0.098

3' 6"x 6' 6" 1.53 2.11 3.64 0.103 0.04333

3' 6"x 7' 6" 1.70 2.65 4.35 0.1243 0.075048

4' 1"x 7' 0" 1.67 2.67 4.34 0.123 0.047294

4' 0"x 7' 6" 1.76 2.95 4.71 0.133

Window of Size Steel Kg Frame Shutter Total Cft Total Cum

2' 6"x 4' 0" 12.00 0.89 0.87 1.76 0.05

3' 0"x 4' 0" 15.00 0.94 1.02 1.96 0.056 0.026621 0.028886

3' 0"x 4' 6" 15.90 1.13 1.18 2.31 0.0654 0.033418

3' 6"x 4' 0" 16.85 0.99 1.18 2.17 0.061

4' 0"x 5' 0" 23.11 3.10 0.088

5' 0"x 4' 6" 28.89 1.61 2.105 3.715 0.1053 0.059614 0.045595

6' 0"x 4' 6" 31.80 2.144 2.26 4.404 0.1247 0.064003

Piles 65/Kg C. Beam 120/Kg Column 65/Kg Lintle 120/Kg

Ver Beam 140/Kg Sunshade 3/Rm Roof slab 96/Kg

RR Masonary CM (1:8) Dry Packing Gravel Backing

1.10 Rough stone 1.10 Stone 1.10 Stone

0.34 CM (1:8) 1.00 Labour 1.16 Gravel

1.00 Labour charges

Observed Data for Cup board of Size 3' 0" x 6' 0"

Frames Verticals 2x 0' 8" x 0' 4" x 0' 1" 0.368 Cft 0.333333

Horizantals 2x3' 8" x 0' 4" x 0' 1" 0.202 Cft 0.083333

Shutters Verticals 2x2x 6' 0" x 0' 3" x 0' 1" 0.480 Cft 0.364835

Horizantals 2x7x 1' 6" x 0' 3" x 0' 1" 0.420 Cft 0.44

Planks 2x6x 1' 2" x 0' 9" x 0' 1" 0.870 Cft2.34 Cft

or 0.066 Cum1.67 Sqm Labour charges

Horiz 2x5' 0''x 0' 21/2'' x 0' 3'' 0.52 Hor 3x2x 0'16''x 0' 21/2'' x 0' 11/2'' =0.05Vert 4x4' 6''x 0' 21/2'' x 0' 3'' 0.90 6x1x3 ' 6''x 0' 21/2'' x 0' 11/2'' =0.55

1.42 0.6

CONVEYANCE CHARGES - 2012-13

Metal Bricks Metal Bricks

1 28.00 26.70 39.30 44.50 47 512.70 512.70 755.10 815.30

2 39.20 37.40 55.00 62.30 48 522.00 522.00 768.80 830.10

3 52.20 52.20 76.80 83.10 49 531.30 531.30 782.50 844.90

4 63.40 63.40 93.30 100.90 50 540.60 540.60 796.20 859.70

5 74.60 74.60 109.70 118.70 51 549.90 549.90 809.90 874.50

6 85.80 85.80 126.20 136.50 52 559.20 559.20 823.60 889.30

7 97.00 97.00 142.70 154.30 53 568.50 568.50 837.30 904.10

8 108.20 108.20 159.20 172.10 54 577.80 577.80 851.00 918.90

9 119.40 119.40 175.70 189.90 55 587.10 587.10 864.70 933.70

10 130.60 130.60 192.20 207.70 56 596.40 596.40 878.40 948.50

11 141.80 141.80 208.70 225.50 57 605.70 605.70 892.10 963.30

12 153.00 153.00 225.20 243.30 58 615.00 615.00 905.80 978.10

13 164.20 164.20 241.70 261.10 59 624.30 624.30 919.50 992.90

14 175.40 175.40 258.20 278.90 60 633.60 633.60 933.20 1007.70

15 186.60 186.60 274.70 296.70 61 642.90 642.90 946.90 1022.50

16 197.80 197.80 291.20 314.50 62 652.20 652.20 960.60 1037.30

17 209.00 209.00 307.70 332.30 63 661.50 661.50 974.30 1052.10

18 220.20 220.20 324.20 350.10 64 670.80 670.80 988.00 1066.90

19 231.40 231.40 340.70 367.90 65 680.10 680.10 1001.70 1081.70

20 242.60 242.60 357.20 385.70 66 689.40 689.40 1015.40 1096.50

21 253.80 253.80 373.70 403.50 67 698.70 698.70 1029.10 1111.30

22 265.00 265.00 390.20 421.30 68 708.00 708.00 1042.80 1126.10

23 276.20 276.20 406.70 439.10 69 717.30 717.30 1056.50 1140.90

24 287.40 287.40 423.20 456.90 70 726.60 726.60 1070.20 1155.70

25 298.60 298.60 439.70 474.70 71 735.90 735.90 1083.90 1170.50

26 309.80 309.80 456.20 492.50 72 745.20 745.20 1097.60 1185.30

27 321.00 321.00 472.70 510.30 73 754.50 754.50 1111.30 1200.10

28 332.20 332.20 489.20 528.10 74 763.80 763.80 1125.00 1214.90

29 343.40 343.40 505.70 545.90 75 773.10 773.10 1138.70 1229.70

30 354.60 354.60 522.20 563.70 76 782.40 782.40 1152.40 1244.50

31 363.90 363.90 535.90 578.50 77 791.70 791.70 1166.10 1259.30

32 373.20 373.20 549.60 593.30 78 801.00 801.00 1179.80 1274.10

33 382.50 382.50 563.30 608.10 79 810.30 810.30 1193.50 1288.90

34 391.80 391.80 577.00 622.90 80 819.60 819.60 1207.20 1303.70

35 401.10 401.10 590.70 637.70 81 828.90 828.90 1220.90 1318.50

36 410.40 410.40 604.40 652.50 82 838.20 838.20 1234.60 1333.30

37 419.70 419.70 618.10 667.30 83 847.50 847.50 1248.30 1348.10

38 429.00 429.00 631.80 682.10 84 856.80 856.80 1262.00 1362.90

39 438.30 438.30 645.50 696.90 85 866.10 866.10 1275.70 1377.70

40 447.60 447.60 659.20 711.70 86 875.40 875.40 1289.40 1392.50

41 456.90 456.90 672.90 726.50 87 884.70 884.70 1303.10 1407.30

42 466.20 466.20 686.60 741.30 88 894.00 894.00 1316.80 1422.10

43 475.50 475.50 700.30 756.10 89 903.30 903.30 1330.50 1436.90

44 484.80 484.80 714.00 770.90 90 912.60 912.60 1344.20 1451.70

45 494.10 494.10 727.70 785.70 Loading 13.50 27.10 37.30

46 503.40 503.40 741.40 800.50 Un Loding 6.75 13.55 37.30

Lead in Km

Earth, Gravel, Sand

Cuddapah slabs

Lead in KM

Earth, Gravel, Sand

Cuddapah slabs

RBR_FNDN

484

Andhra Pradesh Standard Data

I. Roads and Bridges

Chapter - 11

FOUNDATION

Index-code S. No Description Unit Quantity Rate Rs. Remarks

1 2 3 4 5 6 7

RBR-FNDN-1 1 Excavation for Structures

(I) Ordinary soil(A) Manual Means(i) Upto 3 m depth

Unit = cum

Taking output = 10 cum

Mate day -

Mazdoor (Unskilled) day 3.64 250.00

b&c) Overheads & Contractors Profit

Cost for 10 cum = a+b+c

Rate per cum = (a+b+c)/10

RBR-FNDN-22

I Sand filling

Unit = cum

Mate day -


b) Material

Sand cum 1.00

c&d) Overheads & Contractors Profit

Rate per cum = a+b+c+d

II Earth filling (For marshy soil)

Unit = cum


Mate day -



Cost for 6 cum = a+b+c


Amount Rs.

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH

Note : Classifications of Earth Work Specification are as per 302.2.1(a) of MORD and 301.2.1 of MORT&H

a) Labour

Note : 1. Cost of dewatering may be added, where required, up to 5 per cent of labour cost. Assessment for dewatering shall be made as per site conditions.

2. The cost of shoring and shuttering, where needed, may be added on cost of excavation for open foundation.

3. The excavated earth if found suitable, can be used partly for backfilling in trenches & partly for road work. Hence cost of disposal has not been added except for marshy soil. This note is common to all cases of item 11.1 excluding 11.1 V

Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH

a) Labour

a) Labour

Note : Cost of transportation of good quality earth has not been included. Only labour for carrying carted earth with a lead of 50 m to the foundation pits has been taken in the rate. The cost of carted earth may be worked out separately if the same is n

Backfilling of foundation trenches shall normally be done with excavated earth. The cost of this operation is included in item 11.1. Only in case the excavated earth is not of suitable quality, sand filling or backfilling with carted earth may be resort

RBR_FNDN

485


1 2 3 4 5 6 7

Amount Rs.

RBR-FNDN-4

4

I P.C.C grade M 10

(i) Nominal mix 1:3:6

Unit = cum

(a) Material

Cement t 0.22

Coarse sand cum 0.45

40 mm aggregate cum 0.9

Water kl 1.2 90.00

(b) Labour

Mate day -Mason (1st Class) day 0.10 315.00


(c) Machinery

hour 0.40 370.00

Water tanker 6 kl capacity hour 0.13 372.00

4.00%

e&f) Overheads & Contractors Profit

Rate per cum = a+b+c+d+e+f

(ii) Nominal mix 1:3:6 (Hand mixing) (MORD)

Unit = cum(a) MaterialCement t 0.220Coarse sand cum 0.45




(b) Labour

Mate day -

Mason (1st Class) day 0.10 315.00


4.00%

d&e) Overheads & Contractors Profit

Rate per cum = a+b+c+d+e

RBR-CCPV-5 5 Cement Concrete Pavement

Unit = cum

Taking output = 75 cum (172.50 t)

(100 x 3.75 x 0.200)

Mate day -

Mason (1st class) day 5.00 315.00

Mason (2nd class) day 5.00 285.00


Mazdoor (Skilled) day 6.00 250.00

Surveyor day 2.00 285.00

Mazdoor (Semi-Skilled) day 6.00 250.00

Providing concrete for plain/reinforced concrete in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.

Mechanical concrete mixer 0.4/0.28 cum capacity fitted with water measuring device and preferably also with load cell.

(d) Formwork @ 4% on cost of material, labour and machinery (a+b+c)

(c) Formwork@4% on cost of material (a) and labour (b)

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.

a) Labour

RBR_FNDN

486


1 2 3 4 5 6 7

Amount Rs.

day 1.00 285.00Blacksmith for cutting of dowel bars including removal of burrs, fabrications & fixing of dowel bars.

RBR_FNDN

487


1 2 3 4 5 6 7

Amount Rs.

b) Machinery

hour 36.00 370.00

Needle vibrator hour 9.00 140.60

Screed vibrator hour 9.00

Plate vibrator hour 9.00 42.00

Concrete joint cutting machine for initial & final cuts hour 4.00


Air Compressor (1 hour initial + 1 hour final) hour 2.00

c) Material

cum 67.50

cum 33.75

Cement @ 310 kg/cum of concrete t 26.25

Polythene sheet 125 micron sqm 412.50

t 0.118

Bitumen primer @ 200 ml per joint for 23 joints kg 5.00

Bituminous sealant 800 ml per joint for 23 joints litre 19.00

Jute rope 12 mm dia including 5 per cent wastage m 90.00

m 90.00

No. 483.00 15.00

Plasticizer 0.5 per cent by weight of cement litre 122.00 70.00

Curing compound (if used) @ 0.33 litre per sqm litre 131.25

Water for curing kl 18.00 90.00

sqm 3.00

d) Formwork @ 3% of (a+b+c)


Cost for 75 cum = a+b+c+d+e+f

Rate per cum = (a+b+c+d+e+f)/75

Concrete mixer 0.28 / 0.4 cum capacity (6 mixers) with weigh batcher and suitable capacity calibrated water tank

Crushed stone coarse aggregates, grading will be as per Clause 1501.2.4.1 (Table 1500.1) of specifications @ 0.90 cum/cum of concrete (25 mm & 12.5 mm blending)Sand as per IS:383 and conforming to Clause 1500.2.4.2 @ 0.45 cum/cum of concrete

Mild steel dowel bar 25 mm dia of grade S 240. 500 mm long 20 Nos. at culvert/bridge slab and at construction joint including 5 per cent wastage.

(4 x 20 x 0.500) + 5 per cent wastage = 42 m @ 2.80 kg per m = 117.6 kg.

Debonding strips 3.75 m (length) x 10 mm (width) x 5 mm (thick) cut-out of rubber filler board or similar material including 5 per cent wastage

Polythene sheathing, covering 2/3rd dowel bars (20x23) and tight fit including 5 per cent wastage

Joint filler board 20 mm thick as per IS:1838(4 x 3.75 x 0.200 = 3 sqm)

RBR-SBBS

315

Andhra Pradesh Standard Data I. Roads and Bridges

Chapter - 4GRANULAR SUB-BASES, BASES (NON-BITUMINOUS) AND SHOULDERS


1 2 3 4 5 6 7

RBR-SBBS-2 B

iii

Unit = cumTaking output = 300 cum

Mate day -Mazdoor (Skilled) day 2.40 250.00


b) MachineryMotor grader 110 HP @ 50 cum per hour hour 6.00Three wheel 80-100 kN static roller @ 10 cum per hour hour 30.00 920.60

ORVibratory Roller 80-100 kN hour 6.00Water tanker 6 kl capacity hour 5.00 372.00

Tractor with Rotavator 25 cum per hour hour 12.00 367.00

c) Material

For Grading C Material9.5 mm to 4.75 mm @ 66 per cent cum 255.002.36 mm below @ 34 per cent cum 129.00Water kl 30.00 90.00


Cost for 300 cum = a+b+c+d+e (3 Wheel Roller)Rate per cum = (a+b+c+d+e)/300Cost for 300 cum = a+b+c+d+e (Vibratory Roller)Rate per cum = (a+b+c+d+e)/300

RBR-SBBS-109 B

II WBM Grading 2 (using Graded Metal)

(i)

(A) By Manual MeansUnit = cumTaking output = 360 cum



b) Machineryhour 36.00 920.60

(OR)

hour 12.00

(OR)

vibratory roller 80-100 kN @ 60 cum per hour hour 6.00Water tanker 6 kl capacity hour 24.00 372.00

Aggregatecum 435.60

cum 105.59

Binding Materialcum 28.80

Water kl 144.00 90.00


Cost for 360 cum = a+b+c+d+e (3 Wheel Roller)

Amount Rs.

Gravel / Soil - Aggregate Base (Table 400.2) Grading C

a) Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller / Vibratory Roller 80-100 kN capacity to achieve the desired density, complete as per Technical Specification Clause 402 MORD

a) Labour

For well graded granular sub-base materials as per Table 400.2

Water Bound Macadam with Crushable Screenings such as Gravel or Morrum

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller/ Vibratory Roller 80-100 kN in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405 MORD / 404 MORTH.

a) Labour

Three wheel 80-100 kN static roller @ 10 cum per hour for Rural Area works

Three wheel 80-100 kN static roller @ 30 cum per hour for R&B & Urban Works

c) Material (Refer Tables 400.7, 8, 9 & 10 MORD/ 400.6, 7, 8 & 9 MORTH)

Grading 2 63 mm to 45 mm @ 0.91 cum per 10 sqm for compacted thickness of 75 mm

Crushable type such as Moorum or gravel for Grading 2 @ 0.22 cum per 10 sqm

Binding Material @ 0.06 cum per 10 sqm for Grading 2 material (for R&B & Urban Works Only)

RBR-SBBS

316


1 2 3 4 5 6 7

Amount Rs.

Rate per cum = (a+b+c+d+e)/360Cost for 360 cum = a+b+c+d+e (Vibratory Roller)Rate per cum = (a+b+c+d+e)/360

(B) By Mechanical Means




b) MachineryMotor grader 110 HP @ 50 cum per hour for spreading hour 7.20 2797.00

hour 36.00 920.60

(OR)

hour 12.00

(OR)


Aggregatecum 435.60

cum 105.59


Water kl 144.00 90.00



(ii) WBM Grading 2 (using single grade metal)

(A) By Manual Means





(OR)

hour 12.00

(OR)


c) Material (Refer Tables 400.7, 8, 9 and 10)Aggregate

cum 435.60

cum 105.59

Water kl 144.00 90.00




a) Labour




Grading 2 63 mm to 45 mm @ 0.91 cum per 10 sqm for compacted thickness of 75 mm



Providing, laying, spreading and compacting stone aggregates of 63 mm nominal single size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller/ Vibratory Roller 80-100 kN in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405 MORD.

a) Labour



Grading 2 Hand broken stone aggregate 63 mm nominal size (passing 80 mm & retained on 50 mm sieve) @ 0.91 cum per 10 sqm for compacted thickness of 75 mm


RBR-SBBS

317


1 2 3 4 5 6 7

Amount Rs.

Unit = cum





hour 36.00 920.60

(OR)

hour 12.00

(OR)



cum 435.60

cum 105.59

Water kl 144.00 90.00



III WBM Grading 3 (using Graded Metal)

(i)





(OR)

hour 12.00

(OR)


Aggregatecum 435.60

cum 105.59


Water kl 144.00 90.00






a) Labour



Grading 2 Hand broken stone aggregate 63 mm nominal size (passing 80 mm & retained on 50 mm sieve) @ 0.91 cum per 10 sqm for compacted thickness of 75 mm


Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller/ Vibratory Roller 80-100 kN in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 MORD / 404 MORTH.

a) Labour




Grading 3 53 mm to 22.4 mm @ 0.91 cum per 10 sqm for compacted thickness of 75 mm



a) Labour

RBR-SBBS

318


1 2 3 4 5 6 7

Amount Rs.



hour 36.00 920.60

(OR)

hour 12.00

(OR)


Aggregatecum 435.60

cum 105.59


Water kl 144.00 90.00



(ii) WBM Grading 3 (using Single Grade Metal)




b) MachineryThree wheel 80-100 kN static roller @ 10 cum/ hour hour 36.00 920.60

orvibratory roller 80-100 kN @ 60 cum per hour hour 6.00Water tanker 6 kl capacity hour 24.00 372.00


cum 435.60

cum 105.59

Water kl 144.00 90.00


Cost for 360 cum = a+b+c+d+e (3 Wheel Roller)Rate per cum = (a+b+c+d+e)/360Cost for 360 cum = a+b+c+d+e (Vibratory Roller)Rate per cum = (a+b+c+d+e)/360(B) By Mechanical MeansUnit = cumTaking output = 360 cum




Three wheel 80-100 kN @ Static roller hour 36.00 920.60

orvibratory roller 80-100 kN @ 60 cum per hour hour 6.00Water tanker 6 kl capacity hour 24.00 372.00





Grading 3 53 mm to 22.4 mm @ 0.91 cum per 10 sqm for compacted thickness of 75 mm



Note : Whenever BT is taken up simultaneously binding material

Providing, laying, spreading and compacting stone aggregates of 40 mm Single nominal size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller/ Vibratory Roller 80-100 kN in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 MORD.

a) Labour

Grading 3 Hand broken stone aggregate 40 mm nominal size @ 0.91 cum per 10 sqm for compacted thickness of 75 mm


a) Labour

RBR-SBBS

319


1 2 3 4 5 6 7

Amount Rs.

cum 435.60

cum 105.59

Water kl 144.00 90.00



Grading 3 Hand broken stone aggregate 40 mm nominal size @ 0.91 cum per 10 sqm for compacted thickness of 75 mm


BLD-CSTN

659

Andhra Pradesh Standard Data Buildings

Index-code S No Description Unit Quantity Rate Rs. Remarks

1 2 3 4 5 6 7

BLD-CSTN-1 MORTARSBLD-CSTN-1-3 3 Cement Mortar (1 : 2)

Unit : 1cum

A. MATERIALS:

Cement kg. 720.00

Sand (including 5% wastage) cum 1.05

Seigniorage charges for sand cum

B. MACHINERY

- Nil - -

C. LABOUR:

Man mazdoor for mixing mortar day 0.20 250.00

Grand TotalBLD-CSTN-1-4 4 Cement Mortar (1 : 3)

Unit : 1cum

A. MATERIALS:

Cement kg. 480.00


Seigniorage charges for sand cum 1.05

B. MACHINERY

- Nil - -C. LABOUR:


Grand Total

BLD-CSTN-1-5 5 Cement Mortar (1 : 4)

Unit : 1cum

A. MATERIALS:

Cement kg. 360.00



B. MACHINERY

- Nil - - -

C. LABOUR:


Grand Total


Unit : 1cum

A. MATERIALS:

Cement kg. 288.00



B. MACHINERY

- Nil - -

C. LABOUR:


Grand Total


Unit : 1cum

A. MATERIALS:

Cement kg. 240.00



B. MACHINERY

- Nil - -

C. LABOUR:


Grand Total


Unit : 1cum

A. MATERIALS:

Cement kg. 180.00



B. MACHINERY

- Nil - -

C. LABOUR:


Grand Total

Amount Rs.

BLD-CSTN

660


1 2 3 4 5 6 7

Amount Rs.

BLD-CSTN-2-5 13

Unit = 1cum

A. MATERIALS:

Cement kg 162.00

Coarse aggregate 40 mm cum 0.90

Fine aggregate (Sand) cum 0.45

Seigniorage charges for C.A cum 0.90

Seigniorage charges for F.A cum 0.45

Water (including for curing) kl 1.20 90.00

B. MACHINERY

Concrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacity hour 1.00C. LABOUR:

day 0.10 315.00

Mazdoor (unskilled) day 1.39 250.00

Water Charges 1% -Grand Total

BLD-CSTN-2-9 17

Unit = 1cum

A. MATERIALS:

Cement kg 129.60

Coarse aggregate 40 mm cum 0.90


Seigniorage charges for C.A cum 0.90



B. MACHINERY

Concrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacity hour 1.00 370.00

C. LABOUR:

day 0.10 315.00


Grand Total

RBR-FNDN-2

Sand filling

Unit = cum

Mate day -


b) Material

Sand cum 1.00


Rate per cum = a+b+c+d

BLD-CSTN-2-13 21 R.C.C. M-20 Nominal Mix

NEW

A

A. MATERIALS:

20mm HBG graded metal cum 0.900

Sand cum 0.450

Cement Kgs 400.000

B. LABOUR:

1st Class Mason day 0.133 315.00

2nd Class Mason day 0.267 285.00

Mazdoor (Both Men and Women) day 3.600 250.00

B. MACHINERY


Cost of Diesel for Miller Liters 0.133 46.00

Cost of Petrol for Vibrator Liters 0.667 75.00


Plain Cement concrete (1:4:8) using 40 mm metal with concrete mixture. All work upto plinth level.

Mason 1st class

Plain Cement concrete (1:6:10) using 40 mm metal with Concrete mixture upto Plinth level

Mason 1st class

Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH

a) Labour

RCC M- 20 Nominal mix (Cement:fine aggregate: coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work, but excluding centering, shuttering.

FOUNDATIONS, PLINTH, PEDESTALS (Below Plinth)

BLD-CSTN

661


1 2 3 4 5 6 7

Amount Rs.

BASIC COST per 1 cum

BLD-CSTN

662


1 2 3 4 5 6 7

Amount Rs.

B

A. MATERIALS:20mm HBG graded metal cum 0.900

Sand cum 0.450

Cement Kgs 400.000

B. LABOUR:




B. MACHINERYConcrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacity hour 1.000 370.00



C RCC SLABS, BEAMS

A. MATERIALS:

20mm HBG graded metal cum 0.900

Sand cum 0.450

Cement Kgs 400.000

B. LABOUR:




B. MACHINERY




Note: LIFT CHARGES - for all RCC Items

BLD-CSTN-2-18

Unit = t

(a) Material

t 1.05

Binding wire kg 6.00 65.00

Blacksmith / Bar bender day 2.00 285.00


Sundries on Material

(c) Overheads on (a+b)

(d) Contractor’s profit on (a+b+c)

Rate per t = a+b+c+d

BLD-CSTN-3 BRICK WORK, HONEY - COMBWORKiv

Unit = 1cum

A. MATERIALS:

Cement kg 48.00

Bricks traditional size 23 x 11 x 7 cms 2nd class Nos 512.00Fine aggregate (Sand) cum 0.20


B. LABOUR:day 0.24 315.00

day 0.56 285.00


Grand Total

v

Unit = 1cum

A. MATERIALS:

Cement kg 36.00

Bricks traditional size 23 x 11 x 7 cms 2nd class Nos 512.00


COLUMNS, LINTELS, WATER TANKS, RCC WALLS IN BUILDINGS

1. For Lift Charges of Labour, increase @ 10% on labour charges for each upper floor on Ground Floor Rate

2. For Lift Charges of Materials only, for lifting Concrete above 6.1 M (2nd floor onwards)

26 11.7

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications for Bars below 36 mm dia including over laps and wastage, where they are not welded

1000 &

1200HYSD bars including 5 per cent for overlaps and wastage

(b) Labour for cutting, bending, shifting to site, tying and placing in position

Brick Masonry in CM (1:6) with 2nd class Bricks traditional size 23 x 11 x 7 cms

Mason 1st class

Mason 2nd class

Brick Masonry in CM (1:8) with Bricks traditional size 23 x 11 x 7 cms 2nd Class

BLD-CSTN

663


1 2 3 4 5 6 7

Amount Rs.


B. LABOUR:

day 0.24 315.00

day 0.56 285.00


Grand Total

BLD-CSTN-3-3 31

unit:10sqm

A. MATERIALS:

nos 565.000

Cement kg. 106.000

Sand cum 0.220


B. LABOUR:

day 0.600 315.00

day 0.600 285.00


Add water charges 1% 1.00%

Grand Total

BLD-CSTN-4-8 44 RR Masonry in CM (1:6)

Unit = 1cum

A. MATERIALS:

Cement kg 79.20

CR Stone cum 0.44

Rough Stone cum 0.50

Bond Stones 7Nos 0.24 x 0.24 x 0.39 = 0.16cum cum 0.16Fine aggregate (Sand) cum 0.33

Seigniorage charges for F.A cum 0.33Seigniorage charges for Stone cum 1.10

B. LABOUR:

day 1.20 315.00


Grand Total

BLD-CSTN-4-9 45 RR Masonry in CM (1:8)

Unit = 1cum

A. MATERIALS:

Cement kg 59.40 .

CR Stone cum 0.44

Rough Stone cum 0.50

Bond Stones 7Nos 0.24 x 0.24 x 0.39 = 0.16cum cum 0.16Fine aggregate (Sand) cum 0.33

Seigniorage charges for F.A cum 0.33Seigniorage charges for Stone cum 1.10

B. LABOUR:

day 1.20 315.00


Grand Total

BLD-CSTN-4-10 46 Dry Stone Masonry for Retaining Walls

Unit = 1cum

A. MATERIALS:

Rough Stone cum 1.04Bond Stones 7Nos 0.24 x 0.24 x 0.39 = 0.16cum cum 0.16

Seigniorage charges for Stone cum 1.20

B. LABOUR:

day 0.33 315.00

day 0.77 285.00


Grand Total

BLD-CSTN-6 PLASTERING

BLD-CSTN-6-1 53 Plastering with CM (1:3), 12 mm thick

Unit = 10 sqm

A. MATERIALS:

Mason 1st class

Mason 2nd class

11.5 cm wide Brick masonry for super-structure on ground floor in cm (1:3) using second class traditional size bricks including cost of all materials, seigniorage charges, labour and all operations for constructing half brick masonry, mixing cement mortar, curing etc., complete for finished item of work, but excluding conveyance charges of materials.

Country bricks, second class traditional size 23x11x7cm

Mason 1st class

Mason 2nd class

Mason 1st class

Mason 1st class

Note : When Mortar mix is changed proportionate quantity of cement has to be substituted. No change in other data

Mason 1st class

Mason 2nd class

BLD-CSTN

664


1 2 3 4 5 6 7

Amount Rs.

Cement Mortar (1:3) cum 0.15


B. LABOUR:

day 0.60 315.00


Grand Total

Mason 1st class

BLD-CSTN

665


1 2 3 4 5 6 7

Amount Rs.


Unit = 10 sqm

A. MATERIALS:



B. LABOUR:

day 0.60 315.00


Grand Total

BLD-CSTN-6-3 55 Plastering with CM (1:5), 12 mm thickUnit = 10 sqm

A. MATERIALS:

Cement Mortor (1:5) cum 0.150


B. LABOUR:

day 0.60 315.00


Grand Total


Unit = 10 sqm

A. MATERIALS:



B. LABOUR:

day 0.94 315.00


Grand Total


Unit = 10 sqm

A. MATERIALS:



B. LABOUR:

day 0.94 315.00


Grand Total

BLD-CSTN-6-9 61

.

Unit = 10 sqm

A. MATERIALS:

Base Coat in CM(1:6), 16 mm thick

Cement kg 43.00


Top Coat in CM(1:4), 4 mm thick

Cement kg 14.50



B. LABOUR:

day 0.63 315.00

day 1.47 285.00


Grand Total

BLD-CSTN-6-10 62

Unit = 10 sqm

A. MATERIALS:

Base Coat in CM(1:5), 8 mm thickCement kg 31.70


Top Coat in CM(1:3), 4 mm thick

Cement kg 19.20



B. LABOUR:

day 0.63 315.00

day 1.47 285.00


Grand Total

Mason 1st class

Mason 1st class

Mason 2nd class

Mason 2nd class

Note : When Mortar mix is changed proportionate quantity of cement has to be substituted

Plastering with CM 2 coats, 20 mm thick, base coat in CM (1:6), 16mm thick and top coat in CM (1:4), 4mm thick with Dubara sponze finishing.

Mason 1st class

Mason 2nd class

Plastering with CM 2 coats, 12 mm thick, base coat in CM (1:5), 8mm thick and top coat in CM (1:3), 4mm thick with sponze finishing.

Mason 1st class

Mason 2nd class

BLD-CSTN

666


1 2 3 4 5 6 7

Amount Rs.

RCM FACIA WORKS

BLD-CSTN-6-11 63

Unit - 10 sqm

A) MATERIALS

Rabbit wire mesh (1.0 M panna for 0.6 M drop) sqm 13.30

Cement Mortar 1:3 for 25 mm thick cum 0.25

Dry Cement for making Lumps kg 50.00

12 mm Plastering 2 coats in 1:4 & 1:2 cm both sides sqm 21.80

Excluding HYSD Steel/ Mild steel & Binding wireB) LABOUR CHARGES


Miller Operator day 1.00 285.00


c) Machinery 32.00

Machine Mixing Mortar with Miller - Hire charges Hrs 2.0050.00

BASIC COST per 10 sqm

BLD-CSTN-6-18

70

Ground Floor

Unit = 1 cum

A. MATERIALS:

No of blocks required for one cum of Masonry day 110.000

Cost of Cement Mortar (1:6) cum 0.100

B. LABOUR

Mason 1st class day 0.420 315.00

Mason 2nd class day 0.920 285.00

Man Mazdoor day 0.700 250.00

Woman Mazdoor day 2.100 250.00

Total

BLD-CSTN-7 FLOORING

BLD-CSTN-7-1 71

Unit = 10 sqmA. MATERIALS:

sqm 11.00

Cement for CM (1:8) proportion for base coat kg. 21.60

Cement for slurry kg. 33.00

Cement for jointing kg. 20.00

Sand for CM (1:8) proportion cum 0.12

Seigniorage charges of sand cum 0.12

B. LABOUR:

day 3.10 315.00

day 1.10 285.00


Add water charges 1%

RCM facia 5cm thick in CM (1:3) for drop walls, fins with rabbit wire mesh & nominal reinforcement as directed by Engineer-in-charge with dubara sponge finishing, including cost & conveyance of all materials to site, seigniorage charges, sales & other taxes on all materials, operational & incidental, cost and conveyance of cement, wire mesh, water to work site, centering, scaffolding and form work, lift charges etc., complete for finished items of work but excluding cost of steel & its fabrication charges, for finished item of work. (APSS No.403 & 903)

Masonry work in CM (1:8) prop with Flyash Cement solid blocks of size 290 x 225 x 140 mm for manufacturing of flyash solid blocks using flyash of 80 kgs, cement of 15 kgs. Gypsum of 5 kgs. and stone dust including cost and conveyance of all materials, labour charges, seiniorage charges, scaffolding and curing etc., cpomplete with a compresive streangth not lessthan 50 kg/sqm for walls for Superstructure Walls.

Flooring with 25mm thick polished shabad stones set over base coat of CM (1:8) over already laid CC bed / RCC Roof Slab, including neat cement slurry of honey like consistency spread @ 3.3 kgs per sqm. & Jointed with neat cement to full depth including cost of all materials like cement, sand, and water and flooring stones etc., complete, including seigniorage charges, labour charges for dressing of flooring stones etc., complete for finished item of work, but excluding the cost of conveyance of all materials.

Polished Shabad Stone (White) (0.457 x 0.457m) SSR item No. (36)

Mason 1st class

Mason 2nd class

BLD-CSTN

667


1 2 3 4 5 6 7

Amount Rs.

Grand Total

BLD-CSTN-7-2 72

Unit = 10 sqmA. MATERIALS:

sqm 10.50


Cement for CM 1:3 proportion for pointing kg. 9.60




B. LABOUR:

day 0.960 315.00

day 2.240 285.00



Grand Total

BLD-CSTN-7-3

73

Unit = 10 sqm

A. MATERIALS:

Marble slab of size 0.305 M x 0.305 M sqm 10.10


Cement for slurry for bedding kg. 33.00

White Cement for pointing kg. 5.00

Sand for CM (1:6) cum 0.20


B. Machinery

Machine for rubbing of floor day 1.00

C. LABOUR:day 2.10 315.00

day 3.00 285.00



Grand Total

BLD-CSTN-7-5

75

Unit = 10 sqm

A. MATERIALS:sqm 10.10

Cement for CM (1:8) for base coat kg. 21.60


Cement for Pointing with CM (1:3) kg. 6.000


Sand for pointing cum 0.020


B. LABOURday 0.96 315.00

day 2.24 285.00

Mazdoor (unskiled) day 3.30 250.00

Flooring with 40 mm thick Rough Cuddapah/Shabad stones, set over base coat of cement mortar (1 : 8) 12 mm thick over CC bed already laid or RCC roof slab, including pointing with cement mortar 1:3 duly filling joints nearly, including cost of all materials like flooring stone, cement, sand, and water etc., complete, including seigniorage charges, labour charges for dressing of flooring stones etc., complete for finished item of work, but excluding the cost of conveyance of all materials.

Rough Cuddapah/Shabad stones (40 mm thick) (0.457 x 0.457 m)

Mason 1st class

Mason 2nd class

Flooring with polished marble slab 20 mm thick set over base coat of cement mortar (1:6) 20 mm thick (joints of stone must be flushed) over CC bed already laid or RCC roof slab, including near cement slurry of honey like consistency spread @ 3.30 kgs per sqm. Jointed with neat cement to full depth mixed with pigment of matching shade, including cost of all materials like flooring slab, cement, sand, and water etc., complete, including seigniorage charges, labour charges for dressing, rubbing and polishing of flooring stones etc., complete for finished item of work, but excluding the cost of conveyance of all materials.

Mason 1st class

Mason 2nd class

Flooring with vitrified tiles of 1st quality, set over base coat of cement mortar (1:8), 12 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed neatly with white cement paste to full depth mixed with pigment of matching shade, including cost of all materials like cement, sand water and tiles etc., complete, including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials.

Vitrified tiles of 1st quality of size

Mason 1st class

Mason 2nd class

BLD-CSTN

668


1 2 3 4 5 6 7

Amount Rs.


Grand Total

BLD-CSTN-7-6 76

Unit = 10 sqm

A. MATERIALS:

Ceramic tiles sqm 10.10

Cement for CM (1:8) for base coat kg. 21.60


White cement kg. 2.00 25.00



B. LABOUR

day 0.96 315.00

day 2.24 285.00



Grand Total

BLD-CSTN-7-14 84

Unit = 10 sqm

A. MATERIALS:

Cement Concrete 1:6:10 using concrete mixer cum 1.000

Stone Chippings 3.34 mm - 10 mm cum 0.250

Cement kg 120.000

B. LABOUR

day 0.150 315.00

day 0.350 285.00



Grand Total

BLD-CSTN-7-15 85

Unit = 10 sqm

A. MATERIALS:


Plastering with CM (1:3), 12 mm thick 10 sqm 1.00

Grand Total

BLD-CSTN-7-16 86

Unit = 10 sqm

A. MATERIALS:


Plastering with CM (1:3), 12 mm thick 10 sqm 1.00

Red oxid kg 10.00

B. LABOUR

Masons for polishing Nos 1.10 250.00

Grand Total

Flooring with ceramic tiles, set over base coat of cement mortar (1:8), 12 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed neatly with white cement paste to full depth mixed with pigment of matching shade, including cost of all materials like cement, sand water and tiles etc., complete, including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials.

Mason 1st class

Mason 2nd class

Flooring with 100mm thick Cement Concrete 1:6:10, using 40mm metal, 100mm thick and 20 mm Cement Concrete surface (Ellis Pattern, 1st Sort)

Mason 1st class

Mason 2nd class

Flooring with Cement Concrete 1:6:10, using 40mm metal, 100mm thick and plastered over with 12 mm thick in CM(1:3)

Flooring with Cement Concrete 1:6:10, using 40mm metal, 100mm thick and plastered over with 12 mm thick in CM(1:3) using Red oxid, with polished surface

BLD-CSTN

669


1 2 3 4 5 6 7

Amount Rs.

BLD-CSTN-7-18 88

Unit = 10 sqm

A. MATERIALS:

Ceramic tiles 7.30 mm thick sqm 10.00

Sand for cm 1:3 base coat cum 0.12

Cement for cm 1:3 base coat kgs 57.60

Cement for slurry kgs 33.00

White cement for jointing & pointing kgs 6.00 25.00


B. LABOUR

day 0.77 315.00


Grand Total

BLD-CSTN-7-22 92

Unit = 10 sqm

A. MATERIALS:

25 mm thick polished Cuddapah stone sqm 10.10

Sand for cm 1:3 base coat cum 0.12Cement for cm 1:3 base coat kgs 57.60Cement for slurry kgs 33.00Seigniorage charges of sand cum 0.12B. LABOURMason Ist class day 0.96 315.00

Mason 2nd class day 2.24 285.00



Grand Total

BLD-CSTN-8 ROOFING & CEILING

BLD-CSTN-8-1 96

Unit = 184.518 sqm

A. MATERIALS:

G.I corrugated 0.80 mm thick sheets kgs 103.09 52.00

G.I scam bolts & nuts 2 x 27 (laps) x 17 = 884 nos 47.91

G.I bolts & nuts 20 x 6 nos

nos 43.90

nos 91.82

Bitumen washers nos 91.82

Zinc cromate yellow paint litre 0.14

Ready mixed paint litre 0.20

B. LABOUR

For roofing

Carpenter II class day 0.84

Man mazdoor (beldar) day 0.91

For premier painting one coat

Painter day 0.06

Providing skirting to internal walls to 15 cm height/risers of steps with ceramic tiles 7.30 mm thick length equal to flooring stones, set over base coat of CM (1:3) 12 mm thick with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointed with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like tiles, cement, sand and water etc., complete including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials

Mason 1st class

Providing skirting to internal walls to 15 cm height/risers of steps with 25 mm thick polished Cuddapah stone length equal to flooring stones, set over base coat of CM (1:3) 12 mm thick with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointed with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like Cuddapah stone, cement, sand and water etc., complete including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials

Roofing with corrugated G.I sheets 0.80mm thick fixed with G.I ‘J’ bolts & nuts 8 mm dia with bitumen & G.I limpet washers filled with white lead & including a coat of approved steel primer and two coats of approved paint on over lapping of sheets complete (up to a pitch of 600) and seigniorage charges, etc., complete, excluding the cost of purlins, rafters, trusses & cost of conveyance of all materials

G.I ‘J’ bolts 8 mm dia 2 x 5 x 27 sheets x 3 nos = 810 nos. with washers or srews, if wooden battens used.

Limpet washers (for scam & ‘J’ bolts) 884 + 810 = 1694

BLD-CSTN

670


1 2 3 4 5 6 7

Amount Rs.

Mazdoor (coolie) day 0.06

For two coats of painting to over laps

Painter day 0.14

Mazdor (coolie) day 0.14Sundries including 50 x 6 mm iron wind ties white lead etc. LS

LS

Grand Total

Rate per 10 sqm = Grand Total/10

BLD-CSTN-8-4 99

Unit = 216.14 sqm

A. MATERIALS:

6 mm thick corrugated AC sheets T /sqm 0.15

8 mm dia G.I ‘J’ bolts & nuts nos 22.03

G.I washers nos 22.03

Bitumen washers nos 22.03

B. LABOUR

Carpenter II class day 0.43

Man mazdoor day 0.54

LS

LS

Grand Total

Rate per 10 sqm = Grand Total/10

BLD-CSTN-8-25

120

Unit = 10 sqm

A. MATERIALS:

Cement Mortal 1:3 cum 0.210

Water proof compound kg 2.000 24.00

B. LABOUR

day 0.660 315.00

day 1.540 285.00


Grand Total

BLD-CSTN-9

BLD-CSTN-9-1

130

Unit: 10 sqm

A. MATERIALS :

Fine screened shell lime cum 0.005 847.00

L.S

B. LABOURBrick Layers day 0.11 315.00


Sundries including brushes etc., LSTotal cost for 10 sqm

Add for Standard specification 1mm. Thick ridging and 1.25 mm thick sheet vallyes when such are required for a particular work. Average allowance for 10 sqm roofing.

Roofing with 6 mm thick corrugated asbestos cement sheets, fixing with G.I ‘J’ bolts & nuts 8 mm dia G.I plain washers complete including seigniorage charges etc., complete for finished item of work, but excluding the cost of purlins, rafters, trusses & cost of conveyance of all materials – upto 600 pitch.

Sundries including 50 x 6 mm iron wind ties white lead etc.

Add for Standard specification 1mm. Thick ridging and 1.25 mm thick sheet vallyes when such are required for a particular work. Average allowance for 10 sqm roofing.

Providing impervious coat to exposed RCC roof slab surface with CM(1:3), 20mm thick with 1kg of water proof compound per bag of cement laid over roof when it is green including cost of all materials, seigniorage charges, excluding conveyance charges of materials and including all operational, incidental and labour charges for mixing mortar, laying, rendering smooth and thread lining, curing, rounding off junctions of wall and slab etc,, complete for finished item of work

Mason 1st class

Mason 2nd class

WHITE WASHING, COLOUR WASHING & DISTEMPERING

White washing one coat with lime of approved quality to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials including cost of all materials, labour charges and incidental such as scaffolding, lift charges etc., complete for finished item of work, but excluding conveyance charges of materials

Gum, conjee water, or prickly pear juice including necessary fire wood

BLD-CSTN

671


1 2 3 4 5 6 7

Amount Rs.

BLD-CSTN-9-2

131

Unit: 10 sqm

A. MATERIALS :


L.S

B. LABOURBrick Layers day 0.160 315.00


Sundries including brushes etc., LSTotal cost for 10 sqm

BLD-CSTN-9-3

132

Unit: 10 sqm

A. MATERIALS :


L.S

B. LABOURWhite washer day -Brick Layers day 0.220 315.00

Man Mazdoor day -Women mazdoor day -Mazdoor (unskilled) day 0.43 250.00

Sundries including brushes, ladders etc., LSTotal cost for 10 sqm

BLD-CSTN-9-7 Colour Washing, One CoatUnit: 10 sqmRate for "White Washing" one coat 10 sqm 1.000

Total

BLD-CSTN-9-8 Colour Washing, Two CoatsUnit: 10 sqmRate for "White Washing" two coats 10 sqm 1.000

Total

BLD-CSTN-9-9

Unit: 10 sqmA. MATERIALS :Distemper Water Bound kg 1.340 35.00

B. LABOURPainter day 0.500 350.00


Sundries including brushes, ladders, etc., 1.000%Total cost for 10 sqm

BLD-CSTN-9-10Distempering, 2 Coats with Oil Bound Distemper

Unit: 10 sqmA. MATERIALS :Distemper Oil Bound kg 1.700 70.00


Sundries including brushes, ladders, etc., 1.000%Total cost for 10 sqm

BLD-CSTN-10 PAINTING & VARNISHING

BLD-CSTN-10-2

Unit: 10 sqmA. MATERIALS :Cement Primer kg 1.00 117.00

B. LABOUR

White washing two coats with lime of approved quality to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials including cost of all materials, labour charges and incidental such as scaffolding, lift charges etc., complete for finished item of work, but excluding conveyance charges of materials


White washing three coats with lime of approved quality to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials including cost of all materials, labour charges and incidental such as scaffolding, lift charges etc., complete for finished item of work, but excluding conveyance charges of materials


136

254

Add: For Colours, etc., (50 percent of above rate)

137 255

Add: For Colours, etc., (50 percent of above rate)

138 256

Distempering, 2 Coats with Water Bound Distemper

139 257

141 270

Painting, Priming Coat on New Plastered Surface

BLD-CSTN

672


1 2 3 4 5 6 7

Amount Rs.

Painter day 0.700 350.00

Sundries including brushes, soaps, putty etc., 0.500%

Total cost for 10 sqm

BLD-CSTN-10-3

Unit: 10 sqmA. MATERIALS :Cement Paint at 5 sqm., per kg kg 2.000 41.00



Sundries including brushes, etc., 1.000%Total cost for 10 sqm

BLD-CSTN-10-4

Unit: 10 sqmA. MATERIALS :Cement Paint at 3 sqm., per kg kg 3.500 41.00



Sundries including brushes, etc., 1.000%Total cost for 10 sqm

BLD-CSTN-10-5

144

Cost of Cement Primer kg 1.00 117.00

Ist class painter day 0.21 350.00

2nd class painter day 0.49 300.00

kg 3.50 41.00

1st class painter day 0.15 350.00

2nd class painter day 0.35 300.00


Total cost

BLD-CSTN-10-6 Painting, Priming Coat on New Wood Work

Unit: 10 sqmA. MATERIALS :Wood Primer L 0.700 117.00


Sundries including brushes, soap, putty etc., 1.000%Total cost for 10 sqm

BLD-CSTN-10-7 Painting, Priming Coat on New Iron Work

Unit: 10 sqmA. MATERIALS :Red Oxide Primer L 0.70 105.00


Sundries including brushes, soap, putty etc.,Total cost for 10 sqm

BLD-CSTN-10-12

A. MATERIALS :L 0.700 199.00



ii

A. MATERIALS :

142 284

Painting Walls with Snowcem or other equal and approved Water Proof Cement Paint over Priming Coat, One Coat (All Colours)

143 285

Painting Walls with Snowcem or other equal and approved Water Proof Cement Paint over Priming Coat, 2 Coats (All Colours)

Painting to new walls with 2 coats of water proof cement paint of apporved brand and shade over a base coat of approved cement primer grade I making making 3 coats in all to give an even shade after thourughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. complete for finished item of work as per SS 912 for internal walls

Cost of water proof cement Paint of approved quality

145 268

146 269

151 i

Painting with Synthetic Enamel paints - One Coat - for New Wood Work, Old Wood Work & New Iron Work

Synthetic Enamel paint (at 20 sqm / litre as per British Paints (I) Ltd.

Painting with Synthetic Enamel paints - One Coat - For Old Iron Work

BLD-CSTN

673


1 2 3 4 5 6 7

Amount Rs.

L 0.500 199.00



iii

A. MATERIALS :L 1.200 199.00



iv

A. MATERIALS :L 1.100 199.00



v

A. MATERIALS :L 1.100 199.00


Sundries including brushes, soap, putty etc.,

Total cost for 10 sqm

vi

A. MATERIALS :L 0.900 199.00



vii

A. MATERIALS :L 1.700 199.00



viii

A. MATERIALS :L 1.600 199.00



BLD-CSTN-11

BLD-CSTN-11-1155

Unit = 1 cumMaterials :—Teak wood large scantlings upto 2 m cum 1.000

Labour :—Carpenter day 17.700 315.00


Sundries including nails, screws etc., LS

Cost per cum


Painting with Synthetic Enamel paints - Two Coats - for New Wood Work


Painting with Synthetic Enamel paints - Two Coats - For Old Wood Work


Painting with Synthetic Enamel paints - Two Coats - For New Iron Work


Painting with Synthetic Enamel paints - Two Coats - For Old Iron Work


Painting with Synthetic Enamel paints - Three Coats - for New Wood Work


Painting with Synthetic Enamel paints - Three Coats - For Old Iron Work


WOOD WORK, ALUMINUM DOORS, WINDOWS, VENTILATORS Etc.,

Best Teak Wood wrought and put up to 2 meters (Schedule Item No 286)

BLD-CSTN

674


1 2 3 4 5 6 7

Amount Rs.

BLD-CSTN-11-2156

Unit = 1 cumMaterials :—

cum 1.000

Labour :—Carpenter day 17.700 315.00


Sundries including nails, screws etc., LS

Cost per cum

BLD-CSTN-11-5159

A Single Shutter i 800 x 2000 mm

*Teak wood cum 0.083

sqm 1.600

LS

Total for each doorii 900 x 2000 mm


sqm 1.800

Total for each dooriii 1100 x 2000 mm


sqm 2.200

LS

Total for each dooriv 1200 x 2100 mm


sqm 2.520

Total for each doorv 900 x 2100 mm


sqm 1.890

LS

Total for each doorvi 1500 x 2400 mm


sqm 3.600

LS

Total for each doorB Double Shutter

i 900 x 2000 mm


sqm 1.800

Total for each doorii 1000 x 2000 mm


sqm 2.000

Best Teak Wood wrought and put up over 2 metres and below 3 metres in length (Schedule Item No 287)

Teak wood large scantlings over 2 m and below 3 m in length

Fully Panelled doors - External or Internal - Moulded panels (Schedule Item No 290)

Labour, wrought and putup in position frame & shutters

Sundries inclusive of holdfasts and all wind appliances (Vide relevant standard specification)















BLD-CSTN

675


1 2 3 4 5 6 7

Amount Rs.

Total for each dooriii 1300 x 2200 mm


sqm 2.860

Total for each door



BLD-CSTN

676


1 2 3 4 5 6 7

Amount Rs.

iv 1400 x 2300 mm


sqm 3.220

Total for each door

BLD-CSTN-11-7161

Top Tower bolts (Ave : Size) Nos 2

Bottom Tower bolts 150mm long Nos 2

Parliament hings with screws Nos 6

Oxidised aldrop with bolts Nos 1

Wind cleats with hings Nos 2

(Same for all doors)

BLD-CSTN-11-8162

Top Tower bolts (Ave : Size) Nos 1

Bottom Tower bolts 150mm long Nos 2

Butt hings with screws Nos 6

Wind cleats with hings Nos 2

(Same for all doors)

BLD-CSTN-11-17 171 Windows Glazed (Schedule Item No. 302)

A Single Shutter :i 600 x 1200 mm


Glass sqm 0.390

sqm 0.720

Total for each window

ii 800 x 1200 mm


Glass sqm 0.500Labour, wrought and putup in position frame & shutters sqm 0.960


B Double Shutter :i 1000 x 1200 mm


Glass sqm 0.700

sqm 1.200


ii 1200 x 1200 mm


Glass sqm 0.710Labour, wrought and putup in position frame & shutters

sqm 1.440


iii 1500 x 1200 mm (3 Pannels)



sqm 1.800


iv 1000 x 1700 mm (2 Pannels)



sqm 1.700



* Note : Average rate for respective size scantlings and rough plank

Furniture - Iron - for External doors (Schedule Item 292)

Furniture - Iron - Internal doors (Schedule Item 293)


Sundries inclusive of putty, brads, hold fasts and wind appliances (Vide standard specification)






BLD-CSTN

677


1 2 3 4 5 6 7

Amount Rs.


*Note : Average rate for respective size scantlings.

BLD-CSTN-11-18 172

Banel Bolts 100 mm long each 2

Top tower bolts 150 mm long each 2

Bottom bolts 150 mm long each 2

Parliament hinges each 4

BLD-CSTN-11-19 173 LS




Same for all such windows

BLD-CSTN-11-20 174 LS


Bottom tower bolts 150 mm long each 1



BLD-CSTN-11-21 175 Windows Panelled (Schedule Item No. 306)

A Single Shutteri 600 x 1200 mm


sqm 0.720


ii 700 x 1200 mm

**Teak wood cum 0.043

sqm 0.840


B Double Shutter

i 800 x 1200 mm


sqm 0.960


ii 1000 x 12000 mm


sqm 1.200


iii 1200 x 1200 mm


sqm 1.440


*Note : Average rate for respective size scantlings.

iv 900 x 1200 mm


sqm 1.080



Furniture for Double Leaf Windows Glazed With Top Lights (Schedule Item No. 303)

Furniture for Double Leaf Windows Glazed without Top Lights (Schedule Item No. 304)

Furniture for Single Leaf Windows Glazed without Top Lights (Schedule Item No. 305)


Sundries inclusive of hold fasts and wind appliances (Vide standard specification)











**Note : Average rate for respective size scantlings and rough planks.

BLD-CSTN

678


1 2 3 4 5 6 7

Amount Rs.

BLD-CSTN-11-22 176

A Single Shutter600 x 1200 mm


Glass sqm 0.070

sqm 0.720


B Double Shutteri 900 x 1200 mm


Glass sqm 0.100

sqm 1.080


ii 1200 x 1200 mm


Glass sqm 0.120

sqm 1.440


C 1500 x 1200 mm (3 Pannels)


Glass sqm 0.150

sqm 1.800


177

Cabin hooks and eyes 200 mm long each 2

Butt hinges 75 mm size each 4




BLD-CSTN-11-23 178

Cabin hooks and eyes 200 mm long each 4

Butt hinges 75 mm size each 8




BLD-CSTN-11-32 187

Details of cost for 10 sq.m

White washer / Mason 2nd Class day 0.010 285.00


ScaffoldingAdd for water charges @ 1 %Add for contractor's profit and overheads

Cost for 10 sq.m.Cost per sq.m

BLD-CSTN-11-36 191

Details of cost for 10 sq.m

White washer / Mason 2nd Class day 0.010 285.00


Windows Panelled & Glazed (Schedule Item No. 307)









**Note : Average rate for respective size scantlings and rough planks.

Furniture for Windows Panelled : Single Leaf with half Shutters (Schedule Item No. 308)

Furniture for Windows Panelled : Double Leaf with half Shutters (Schedule Item No. 309)

Removing white wash or colour wash by steel wire brushing and/or scraping; sand papering and preparing the wall surface smooth including necessary repairs to scratches complete

Labour :—

Sundries such as sand paper and scraper etc.

Washing and cleaning of decorated wall surfaces with soap, soda and water

Labour :—

BLD-CSTN

679


1 2 3 4 5 6 7

Amount Rs.

Add for water charges @ 1 %Cost for 10 sq.m.Cost per sq.m

BLD-CSTN-12 DISMANTLING & DEMOLITION

BLD-CSTN-12-1 194

ii

Details of cost for 1 cu.m.


Sundries

Cost per cu m

BLD-CSTN-12-2 195

i R.C.C. workDetails of cost for 1 cu.m.


Sundries

Cost per cu m

BLD-CSTN-13-7 205

Details of Cost per 100 metres (day line of wire)

Materials:—

kg 9.380 63.00

Carriage of barbed wire.G.I. staples steel pins or binding wire LS

For fixing & stretching wire

Blacksmith, 1st Class day 0.150 285.00

Blacksmith, 2nd Class day 0.150 285.00

Mazdoor (male). day 0.300 250.00

Sundries.Add water charges @ 1 %Cost for 100 metres day line of wire Rate per m

a up to 300 mm dia

Total cost for 1 RM

A. MATERIALS :NilB. LABOURMazdoor Day 0.526 250.00

C) Labour AllowanceD) Overheads and Contractor's Profit

b 350 mm dia 450 mm dia

Total cost for 1 RM A. MATERIALS :NilB. LABOUR

Sundries such as soap, soda, sand paper and scaper etc

Demolishing and disposal of unserviceable materials within 100 metres lead

Unreinforced cement concrete upto 15 cm thicknes

Labour :-

Add for water charges @ 1 %

Demolition including stacking of serviceable materials and disposal of unserviceable materials within 100 metres lead

Labour :-

Add for water charges @ 1 %

Supplying and fixing galvanised steel barbed wire (IS : 278-1962 Type I) weighing 9.38 Kg per 100 metres (min.), Straining and fixing to any type of standard, rails, straining bolts, including securing with and provision of galvanised mild steel wire, stapples or steel pins, etc., as directed (Posts and struts of wood, concrete, steel, etc.) and straining bolts shall be paid for separately).

Galvanised steel barbed wire IS type I weighing 9.38 Kg/100 metre

Labour :-

Auguring and boring of holes in site for Bored cast-in-situ R.C.C. Piles for building foundations in loamy, clayey soils like Black cotton soils and ordinary soils without under reams as per IS 2911 - 1980 as per approved designs including all operations, incidental, labour charges, hire charges of machinery, augur bore drill and shell equipment, etc, complete for all depths and for finished item of work for piles of following diameters.

BLD-CSTN

680


1 2 3 4 5 6 7

Amount Rs.

Mazdoor Day 0.631 250.00


BLD-CSTN

681


1 2 3 4 5 6 7

Amount Rs.

c 500 mm dia to 700 mm dia

Total cost for 1 RM A. MATERIALS :NilB. LABOURMazdoor Day 0.789 250.00


750 mm dia and above please adopt MoRTH data

Under Reaming for Cast-in-Situ piles

up to 300 mm dia - DOUBLE UNDER REAMING

Total cost for 1 Bulb Each A. MATERIALS :NilB. LABOURMazdoor Day 0.56 250.00


350 mm dia 450 mm dia - DOUBLE UNDER REAMING



500 mm dia to 700 mm dia - DOUBLE UNDER REAMING



Under-reaming for Bored cast-in-situ R.C.C. Piles for building foundations in loamy, clayey soils like Black cotton soils and ordinary soils with Augoring and boring equipment in site as per IS 2911 - 1980 as per approved designs including all operations, incidental, labour charges, hire charges of machinery, augur bore drill and shell equipment, etc, complete for all depths and for finished item of work for piles of following diameters.

RBR-EECD

296



Chapter - 3EARTHWORK, EROSION CONTROL AND DRAINAGE


1 2 3 4 5 6 7

RBR-EECD-1 1 Preparation of Foundation for Embankment

i

Unit = sqm

Taking output = 100 sqm

Mate day -


b) Machinery

Tractor with trolley hour 1.500 361.00


Cost for 100 sqm = a+b+c+d

Rate per sqm = (a+b+c+d)/100

RBR-EECD-2 2 Preparation of Foundation for Embankment

i

Unit = sqm


Mate day -


b) Machinery

Tractor with ripper attachment @ 60 cum per hour hour 0.250 367.00

Front end loader 1 cum bucket capacity @ 50 cum per hour hour 0.300 1431.00

Tipper 5.5 cum capacity, 4 trips per hour hour 0.680 818.30


Cost for 100 sqm = a+b+c+d

Rate per sqm = (a+b+c+d)/100

iii

Unit = cum


Mate day -


b) Machinery

hr 1.670 2600.30

Motor grader for grading @ 200 cum per hour hour 1.000 2797.00


Vibratory Roller 80 - 100 kN hour 1.000 920.60

kl 24.000 90.00

d) Seigniorage Charge cum 100.000 220.00

Total

e) Overheads & Contractors Profit

Cost for 100 cum = a+b+c+d+e

Rate per cum = (a+b+c+d+e)/100

Rate per cum

Amount Rs.

Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means

Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. MORD

a) Labour

Note : In case material is to be reused at site, transportation cost catered above (Sub-item b) for disposal shall be deleted.

Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means

Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. MORD

a) Labour

Forming embankment with Side earth by mechanical means including pre-watering of soil, removal of top soil, excavation of soils, depositing the soils on the embankment, spreading soils, breaking clods, sectioning and consolidation with Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P and seigniorage charges, complete for finished item of work as per MoRT&H specification 305 (4th revision) (Payment will be made based on level for finished item of work).

a) Labour

Hydraulic Excavator 0.9 cum bucket capacity @ 60 cum per hour

Three wheel Roller

C) Water

RBR-EECD

297


1 2 3 4 5 6 7

Amount Rs.

RBR-EECD-44

i

Unit = cum


Mate day -


b) Machinery

Hydraulic Excavator 0.9 cum bucket capacity @ 60 cum per hour hour 1.670 2600.30

Tipper 5.5 cum with 10 t capacity hour 4.500 818.30

Dozer D-50 for spreading @ 200 cum per hour hour 0.500 2398.80 D-80

Motor grader for grading @ 200 cum per hour hour 0.500 2797.00


Three wheel 80-100 kN Static Roller @ 80 cum per hour hour 1.250 920.60

or

Vibratory Roller 80 - 100 kN @ 100 cum per hour hour 1.000 0.00

c) Material

Water kl 12.000 90.00

Compensation for earth taken from private land cum 100.000 0.00


Cost for 100 cum = a+b+c+d+e (3 Wheel Roller)


Cost for 100 cum = a+b+c+d+e (Vibratory Roller)


Construction of Embankment with Material Obtained from Borrow Pits

Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Techinical specification

a) Labour

Note : 1. Compensation for earth will vary from place to place and will have to be assessed realistically as per particular ground situation. In case earth is available from Govt. land, compensation for earth will not be required. The position is require

2. Loading & Unloading shall not be allowed since excavation proposed with hydraulic excavator and unloading by tipping.

RBR-EECD

298


1 2 3 4 5 6 7

Amount Rs.

RBR-EECD-55 i

Unit = cum


Mate day -



Cost of 120 cum = a+b+c



Mate day -


b) MachineryTruck 5.5 cum capacity hour 10.000 818.30


Cost of 120 cum = a+b+c+dRate per cum = (a+b+c+d)/120

a) Excavation in Cutting in Soil by manual means with lead upto 50 m

Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with initial lift of 3 mts and lead upto 50 m as per Technical Specification Clause 302.3 MORD

a) Labour

b) Excavation in Cutting in Soil by manual means with lead beyond 50 m & upto 1000 m

Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with initial lift of 3 mts and lead beyond 50 m & upto 1000 m as per Technical Specification Clause 301 MORTH

a) Labour

Note : In case there is a situation where the cross-section is of cut and fill and cut earth is required to be used in embankment in the immediate vicinity, the item of carriage in the truck shall be omitted.

RBR-SBST

549



Chapter - 12SUBSTRUCTURE

Index-code S. No Description Unit Quantity Rate Rs.

1 2 3 4 5 6

RBR-SBST-5

5

For height upto 5 m

Unit = cumI P.C.C grade M 15i

Unit = cum

(a) MaterialCement t 0.275





(b) Labour Mate day -



(c) Machinery

Concrete mixer 0.4/0.28 cum capacity hour 0.400 370.00

10.00%


Rate per cum = a+b+c+d+e+f

(ii)

Unit = cum

(a) Material

Cement t 0.275





(b) Labour

Mate day -



(c) Formwork @ 10% on (a+b) 10.00%


Rate per cum = a+b+c+d+e

RBR-SBST-10

10

Unit = cum


I Granular material

(a) Material

Granular material cum 12.000

(b) Labour

Mate day -


(c) Machinery

Plate compactor / power rammer hour 2.500 42.00

Water Tanker hour 0.050 372.00


Cost for 10 cum of granular backfill = a+b+c+d+eRate per cum = (a+b+c+d+e)/10

Amount Rs.

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH

Note : Water for concrete : A provision for cost of water may be added at 1.2 kl / 1 cum (including curing purpose) keeping the site conditions

Coarse Aggregate : Single grade nominal size can also be used instead of graded metal, keeping the site conditions in view

Nominal mix (1:2.5:5) using CC Mixer (MORD)

(d) Formwork @ 10% on cost of material, labour and machinery (a+b+c)

Nominal mix 1:2.5:5 (Hand mixing) (MORD)

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH

RBR-SBST

550


1 2 3 4 5 6

Amount Rs.

II Sandy material

Unit = cum


(a) Material

Sand cum 12.000



(c) Machinery

Plate compactor/power rammer hour 2.500 42.00

Water Tanker hour 0.060 372.00


Cost for 10 cum of granular backfill = a+b+c+d+eRate per cum = (a+b+c+d+e)/10


Chapter - 13SUPERSTRUCTURE


1 2 3 4 5 6

RBR-SPST-1

1

III R.C.C. Grade M 30 Design Mix

Unit =cum

Case 1: Using Concrete Mixer

(a) Material

Cement t 0.407







c) Machinery

Concrete mixer 0.4/0.28 cum capacity hour 0.40 370.00

Generator 33 KVA hour 0.40

(I) For solid slab super-structure(i) Height upto 5m

Basic Cost of Labour, Material & Machinery (a+b+c) cum 1.00

d) Formwork and staging of (a+b+c) 20.00%


Rate per cum = (a+b+c+d+e+f)(ii) Height 5m to 10m

Basic Cost of Labour, Material & Machinery (a+b+c) cum 1.00

d) Formwork and staging of (a+b+c) 25.00%


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

Amount Rs.

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700 MORTH

Note : 1. Water for CC works : A provision for cost of water may be added at 1.2 kl / 1 cum (including curing purpose) keeping the site conditions

2. Coarse aggregate : Single grade nominal size can also be used instead of graded metal, keeping the site conditions in view.

d) For formwork and stagings refer to sub-item (d) of I (II) above

RBR-STCL

278



Chapter -2SITE CLEARANCE


1 2 3 4 5 6 7

RBR-STCL-2 2 Clearing and Grubbing Road Land

Unit = 10 sqmTaking output = 1 hectare

I By Manual MeansA In area of non-thorny jungle (light jungle)

Mate day -


b) Machinery

Tractor with trolley 3t hour 1.00 361.00


Rate per hectare = a+b+c+d

Rate per 10 Sqm = (a+b+c+d)/1000

B In area of thorny jungle

Mate day - Mazdoor (Unskilled) day 208.00 250.00

b) Machinery

Tractor with trolley 3t hour 2.00

c&d) Overheads & Contractors Profit Rate per hectare = a+b+c+dRate per 10 Sqm = (a+b+c+d)/1000

II By Mechanical MeansA In area of non-thorny jungle (light jungle)

Mate Day -Mazdoor (Unskilled) Day 4.160 215.00

b) Machinery

hour 10.00 2398.80 D- 80



Rate per hectare = a+b+c+d

Rate per 10 Sqm = (a+b+c+d)/1000

B In area of thorny jungle

a) labour

Mate day


b) MachineryDozer D 50 with attachment for removal of trees & stumps hour 12.00 2398.80 D- 80


c&d) Overheads & Contractors Profit Rate per hectare = a+b+c+dRate per 10 Sqm = (a+b+c+d)/1000

RBR-STCL-4 4 Uprooting and Removing Stumps & Roots

A Lead upto 100 mUnit = each

i Girth above 300 mm to 600 mm

a) labour

Mate day -


b) Machinery



Rate for each stump with roots = a+b+c+d

Amount Rs.

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH.

a) Labour

a) Labour

a) Labour

Dozer D 50 with attachment or suitable machinery for removal of trees & stumps

Note : The top soil removed during clearing and grubbing of site, if suitable for re-use shall be transported, conserved and stacked as directed by the Engineer and shall be incidental to the work.

Uprooting and Removing Stumps & roots, compaction of backfilling and stacking of servicable material by manual means as per Technical Specification Clause 201.

RBR-STCL

279


1 2 3 4 5 6 7

Amount Rs.

RBR-STCL-4 4 Uprooting and Removing Stumps & Roots

ii Girth above 600 mm to 900 mm

a) labour

Mate day -


b) Machinery




iii Girth above 900 mm to 1800 mm

a) labour

Mate day -


b) Machinery






Chapter - 9

PIPE CULVERTS


1 2 3 4 5 6 7

RBR-PCVT-5 5

Unit = m

Taking output = 7.5 m

(3 pipes of 2.5 m length each)

500 mm dia

Mate day -



b) Material

Sand at site cum 0.04

Cement at site t 0.036

RCC pipe NP3 concrete pipe including collar at site m 15.00


Cost for 7.5 m = a+b+c+d

Rate per m = (a+b+c+d)/7.5

Uprooting and Removing Stumps & roots, compaction of backfilling and stacking of servicable material by manual means as per Technical Specification Clause 201.

Amount Rs.

Laying Cement Concrete Pipe NP3 on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry work in head wall and parapet as per Tech Specifi

a) Labour

Note : The labour rate for 300 mm dia shall be decreased by 20%

Page 280



Chapter - 5BASES AND SURFACE COURSES (BITUMINOUS)


1 2 3 4 5 6

RBR-BASC-1 1 Prime Coat

i Low porosity

a

Unit = sqm


Mate day -Mazdoor (Unskilled) day 1.040 250.00

b) Machinery

Hydraulic broom @ 1250 sqm per hour hour 1.400 310.00

Air compressor 210 cfm hour 1.400 455.10

Bitumen emulsion pressure distributor @ 1750 sqm/hour hour 1.000 748.00

Water tanker 6 kl capacity 1 trip per hour hour 0.500 372.00

c) Material

Bitumen emulsion (SS-1) @ 0.85 kg per sqm t 1.480

Water kl 3.000


Cost of 1750 sqm = a+b+c+d+e

Rate per sqm = (a+b+c+d+e)/1750

RBR-BASC-2 2 Tack Coat

iii

Unit = sqm


Mate day -


b) Machinery

Hydraulic broom @ 1250 sqm per hour hour 1.400 310.00

Air compressor 210 cfm hour 1.400 455.10

Emulsion pressure distributor @1750 sqm per hour hour 1.000 748.00

c) Material

Bitumen emulsion (RS-1) @ 0.275 kg per sqm t 0.480

d&e) Overheads & Contractors ProfitCost of 1750 sqm = (a+b+c+d+e)Rate per sqm = a+b+c+d+e/1750

RBR-BASC-1414 i

Case - I By Manual Means

(II) Bitumen (S-65)

Unit = sqm

Taking output = 500 sqm (10 cum)

Mate day -



b) Machinery

Mixall 6/10 t capacity hour 4.000

Bitumen boiler oil fired 1000 litre capacity fitted with spray set hour 4.000 182.00

Three wheel 80-100 kN static roller hour 2.000 920.60

c) Material

Amount Rs.

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM)

a) Labour

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD.

a) Labour

20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing a suitable plant, laying and rolling with a three wheel 0-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either type A or Type B or Type C as per Technical Specification Clause 508 MORD.

a) Labour

Page 281

Bitumen (S-65) @ 14.60 kg per 10 sqm t 0.730

cum 13.500




Case - II By Mechanical Means

(II) Bitumen (S-65)

Unit = sqm


Mate day -


Mazdoor (Skilled) day 3.520 250.00

b) Machinery

HMP 30/40 t per hour hour 6.000 16626.00

Electric generator set 125 KVA hour 6.000 1148.00

Front end loader 1 cum bucket capacity hour 6.000 1431.00

Tipper 5.5 cum - 10 t capacity hour 3.640 818.30

Paver finisher hour 6.000 2664.00


c) Material


cum 108.000




RBR-BASC-17 17 Seal Coat

i

A By Manual Means

Case - II : Type B (510 - MORD)(II) Bitumen (S-65)

Unit = sqm


Mate day -



b) Machinery

Mixall 6/10 t capacity hour 2.500


Bitumen boiler oil fired 1000 litre capacity fitted with spray set hour 2.500 182.00

c) Material


cum 7.500




B By Mechanical Means

Case - II : Type B(II) Bitumen (S-65)

Unit = sqm


Mate day -Mazdoor (Unskilled) day 4.160 250.00

b) Machinery

HMP of 30/40 t per hour hour 2.000 16626.00

Electric generator set 125 KVA hour 2.000 1148.00

Front end loader 1 cum bucket capacity hour 2.000 1431.00

Tipper 5.5 cum - 10 t capacity hour 1.360 818.30

Paver finisher hour 2.000 2664.00


c) Material


cum 30.000


Crushed stone chipping, 13.2 mm to 5.6 mm @ 0.27 cum per 10 sqm

a) Labour

Crushed stone chipping, 13.2 mm to 5.6 mm @ 0.27 cum per 10 sqm

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 MORD. (using Three wheel 80-100 kN static roller)

a) Labour

Crushed sand or grit as passing 2.36 mm sieve and retained on 180 micron sieve applied @ 0.06 cum/10 sqm

a) Labour

Crushed sand defined as passing 2.36 mm sieve and retained on 180 micron sieve applied @ 0.06 cum /10 sqm

Page 282



Electrical Datas - 2012 - 2013

BLD-ELEC-1-4 1.4 P.V.C. Conduit (Concealed)

Taking Output = 100 M

a) Material

100 M 1 3030.00 3030.00

100 Nos 2 40.00 80.00

Each 12 24.20 290.40

Each 12 6.10 73.20

Cement kg 50 4.40 0.22

b) Labour charges :

Skilled Electrician ELEC-8.1.77 day 2 335.00 670.00

Semi skilled Electrician day 2 285.00 570.00

Helpers day 2 285.00 570.00

Mason Ist class day 2 315.00 630.00

5913.82

59.14

Taking Output = 100 Ma) Material

100 M 1 3030.00 3030.00

Each 12 40.00 480.00

Each 12 24.20 290.40

b) Labour charges :

Skilled Electrician day 2 335.00 670.00

Semi skilled Electrician day 2 285.00 570.00

Helpers day 2 285.00 570.00

Sundries 5610.40

56.10

C) Cost for 100 RM

Rate per Metre = C/100 1Rmt

BLD-ELEC-2 2 Wiring

BLD-ELEC-2-1 2.1 Copper Wiring

2.1.1

Taking Output = 6 Points

a) Material

100 M 1 1001.00 1001.00

each 6 18.00 108.00

6A 2 way Ceiling Rose ELEC 1.7.15 each 6 21.00 126.00

sqm 0.05 880.00 44.00

b) Labour charges :

Skilled Electrician day 0.6 335.00 201.00

Semi skilled Electrician day 1.2 285.00 342.00

Helpers day 0.6 285.00 171.00

1993.00

Rate per Point = C/6 1 Point 332.17

1.4.2 (b)

Supply and Fixing of 25mm dia 2mm thick PVC pipe (ISI MARK) concealed in wall with all required accessories including masonary work and labour charges etc., complete.

25mm dia 2mm thick PVC pipe.,ELEC-1.2.4

U' Links. ELEC-8.1.10

25mm dia deep Junction Box. ELEC-1.2.39

25mm PVC bends. ELEC-1.2.44

1.4.2 (b)

Supply and Fixing of 25mm dia 2mm thick PVC pipe (ISI MARK) concealed in Roof Slabs with all required accessories including masonary work and labour charges etc., complete.

25mm dia 2mm thick PVC pipe.,ELEC-1.2.4

25mm dia deep Junction Box. ELEC-1.2.39

25mm PVC bends. ELEC-1.2.44

Note : 1. If 25mm dia PVC / MS pipes are used for light / fan point, add the cost of sheet metal / well seasoned wooden board / box.

Wiring with 2 runs of 14/0.3mm (1.0 Sq.mm)FINOLEX brand Fire Retardant (FR) P.V.C. insulated flexible copper cable (ISI MARK) in existing pipe with 6A switch, Ceiling rose and 3mm thick hylam sheet covering to switch control box including all labour charg

14/0.3mm PVC FR flexible copper wire., ELEC-1.5.1

6A Switch ELEC-1.7.1

25 x 20 cms (10" x8") Hylam sheet 3mm thick ELEC-1.4.12 ...44/0.05=800

2.1.4

Taking Output = each

a) Material

each 1 27.00 27.00

each 1 18.00 18.00

b) Labour charges :


Helpers day 0.067 285.00 19.10

86.54

Note : Labour Charges proposed for 1point considering 15 per day

BLD-ELEC-3 3 RUN OF MAINS

BLD-ELEC-3-1 3.1 Wiring with F.R P.V.C. insulated flexible copper cable

3.1.2


a) Material

100 M 1 1001.00 1001.00

b) Labour charges :


Semi Skilled Electrician day 1 285.00 285.00

Helpers day 0.34 285.00 96.90

Sundries

1764.80

C) Cost for 100 RM 1764.80

Rate per Metre = C/100 1Rmt 17.65

Note : Labour Charges considered for 150 M / day

3.1.4


a) Material

100 M 2 2389.00 4778.00

b) Labour charges :


Semi Skilled Electrician day 2 285.00 570.00

Helpers day 0.67 285.00 190.95

Sundries

5763.40

C) Cost for 100 RM 5763.40

Rate per Metre = C/100 1Rmt 57.63

Note : Labour Charges considered for 150 M / day

BLD-ELEC-4-4 4.4 DISTRIBUTION BOARDS

4.4.1

A

Taking Output = eacha) Material

each 1 760.00 760.00

each 1 366.02 366.02

each 4 121.00 484.00

b) Labour charges :


Semi Skilled Electrician day 0.5 285.00 142.50

Helpers day 1 285.00 285.00

Sundries such as hardware, cement etc, LS

Supply and fixing of 6A 3 pin wall plug socket with 6A switch control on a common switch board with earth continuity including wire leads, earth connections along with all labour charges etc., complete.

6A 3 pin / 2 pin Socket., ELEC-1.7.4

6A switch., ELEC-1.7.1

Supply and run of 1 of 14 /0.3mm (1.0 Sq.mm) Finolex FR P.V.C. insulated flexible copper cable in existing pipe for earth continuity including all labour charges etc., complete.

14/0.3mm FR PVC copper wire., ELEC-1.5.1

Supply and run of 2 of 36/0.3mm (2.5 Sq.mm)Finolex F.R P.V.C. insulated flexible copper cable in existing pipe for mains inlcuding all labour charges etc., complete.

36/0.3mm (2.5 sqmm) FR PVC copper wire., ELEC-1.5.3

Supply and fixing SPN Distribution board with IP-20 protection suitable for single phase Earth Leakage Circute Braker (ELCB) / Residual Current Circute Braker (RCCB) / Double Pole (DP) Isolator as incomer and 10kA SP MCBs as out going including internal c

40A DP Isolator / RCCB / ELCB - 1 No for incomer, 6-32A SP MCBs - 4Nos for outgoing.

SPN 4way D.B with IP-20 Protection suitable for single phase ECCB / RCCB/ DP Isolator.ELEC-2.12.1

40A D.P.Isolator / ECCB / RCCB., ELEC-2.10.2

10 kA - 6-32A range SP MCBs., ELEC-2.9.17

2205.02

Note : Labour Charges considered for 2 jobs / day

BLD-ELEC-5 5 EARTHING

BLD-ELEC-5-1 5.1 EARTHING

5.1.1

a) Material

cum 0.850 200.00 170.00

cum 0.900 200.00 180.00

87.50

40mm dia 'B' Class G.I pipe., ELEC .8.1.61 Mtr 2.5 323.00 807.50

Each 1 0.00

Each 16

5.00 80.00

G.I Nuts, Bolts an Washers.,ELEC 8.1.12 Set 4 12.00 48.00

18" dia hume pipe ring.,ELEC 8.1.65 Each 1 200.00 200.00

Hard Coke., ELEC 8.1.16 Kg 40 8.00 320.00

Salt., ELEC 8.1.17 Kg 20 4.00 80.00

b) labour charges for fixing pipe ring and connections

Semi skilled Electrician Nos 0.5 285.00 142.50

Helpers Nos 0.5 285.00 142.50

Sundries 0.02

2258.02

BLD-ELEC-5-2 5.2 G.I Wire and Strip

5.2.1

a) Material

Kg 10.4 61.60 640.64

U' Nails., ELEC 8.1.10 100Nos 1.5 40.00 60.00

b) labour charges

Helpers day 2 285.00 570.00

Sundries.

C) Cost for 100 M 1270.64

Rate per mtr c/100 1Rmt 12.71

BLD-ELEC-6 6 SERVICE MAINS & LTOH Lines

BLD-ELEC-6-1 6.1 WPSC (Weather Prrof Single Core) (PVC Cleats)

6.1.1

a) Material

2.5 Sq.mm WPSC Aluminium cable., S.No 166 100 M 2 702.00 1404.00

kg 6.7 61.60 412.72

PVC Cleats., ELEC 8.1.18 100 Nos 1 300.00 300.00

b) labour charges

Skilled Electrician day 1 355.00 355.00

Semi skilled day 1 285.00 285.00

Helper day 1 285.00 285.00

Sundries such as insulation tapes and rounding off

C) Cost for 100 M 3041.72

Rate per mtr c/100 1Rmt 30.42

Providing independent earthling by excavating a trench to a depth of 2.1 M in all soils, as per size specified in the Data, using 40mm dia 'B' class GI pipe of 2.5 Mtrs length with necessary accessories with hume pipe ring duly providing staggered holes

Earth Work Excavation of Hard gravel Soil with small boulder for trench 1st step of size 1.5 x 0.6 x 0.9 m (5'x2'x3') S. No. 1387

Excavation of Hard disteggrated rocks and boulders for trench 2nd Step of size 1.2 x 0.6 x 1.2 m (Civil SSR) (4'x2'x4')

25% extra for narrow trench & pit and back filling with Sand, Coke, Salt etc., and leveling

25 x 6 mm (1"X 1/4") G.I Flat duly drilled 12mm holes (4 Nos) of 200 mm (8") length., S.No 1137

Drilling of 16 Nos through holes of 12mm dia to G.I pipe ELEC - 8.1.63

Supply and Run of No.8 SWG G.I wire including cost of all accessories and labour charges etc., complete.

No.8 SWG G.I wire 100 M Length (0.104 Kg / Mtr) ELEC 8.1.45

Supply and Run of 2 of 2.5 Sq.mm WPSC (Whether Proof Single Core) Aluminium cable along with No.10 SWG G.I bearer wire through PVC cleats with all accessories including labour charges etc., complete for service mains.

No.10 SWG G.I wire. (0.026 Kg / Mtr) Length 100 RM., ELEC 8.1.45

BLD-ELEC-7 7 STREET LIGHT LUMINARIESBLD-ELEC-7-1 7.1 FLOURESCENT LUMINAIRE

7.1.1

a) Material

1x40W WP flourscent street light fitting. ELEC 3.1.1 each 1 1459.50 1459.50

Lamp cost of 40W., S.No 763 each 1 45.00 45.00

Sundries and rounding off

1504.50

7.9.5

a) Material

25mm dia G.I pipe classB., ELEC 8.1.59 M 1 205.00 205.00

23/0060 twin core flexible copper cable., ELEC 1.6.8 M 2 990.00 1980.00

Pipe bending charges LS

M.S flat and welding charges LS

b) Labour charges

Skilled Electrician/carpenter day 0.2 355.00 71.00

Mason day 0.2 315.00 63.00

Semi skilled Electrician / Helper day 0.2 285.00 57.00

2376.00

Supply & Fixing TOTAL 1 No

Note : Labour Charges considered for 5 fixtures / day .

8.2.4

a) Material

1x40 patty type T.L. fitting., ELEC 3.6.17 each 1 273.00 273.00

40W FTL., ELEC 3.7.16 each 1 45.00 45.00

Sundires and rounding off

318.00

7.9.3

a) Material

23/0060 twin core flexible copper cable., ELEC 1.6.8 M 1 9.90 9.90

screws with rawal plugs., ELEC 8.1.9 each 2 0.25 0.50

T.W round blocks., ELEC 8.1.35 each 2 6.00 12.00

Cement and sand etc., LS

b) Labour charges

Skilled Electrician/carpenter day 0.1 355.00 35.50

Semi skilled Electrician / Helper day 0.1 285.00 28.50

86.40

Note : Labour Charges considered for 10 fixtures / day . ( 318 + 86.40 ) 404.40

Supply & Fixing TOTAL

8.1.4

a) Material

Bulkhead fitting., S.No 1099 each 1 0.00

60W Bulb.,ELEC 3.7.1 each 1 12.00 12.00

b) Labour charges


Helper day 0.083 285.00 23.66

Sundires such as TW block / screws, cement etc.,

65.12

Note : Labour Charges considered for 12 Jobs / Day

Supply of 1x40W weatherproof flourescent streetlight fittingPhillips/wipro/GE brand comprising canopy of sheet Aluminium in stove enamel finish with copper / VPIT ballast, capacitor, tube and starter etc., complete.

Fixing of 40W street light luminaire to the wall with 1.0 Mtr., 25mm dia GI pipe bracket and anti tilting MS flat etc., including giving connections and labour charges etc., complete.

Supply and Transportation of 1x40W patty type tube light luminaire with copper choke, starter etc., including 1No 40W tube etc., complete.

Fixing of 40W tube light luminaire on wall / Ceiling with / TW round blocks with all accessories including giving connections and all labour charges etc., complete.

Supply and fixing of Bulk head fitting with cast Aluminium enamel painted body with water tight, clear glass with wire guard hinged with lock and key arrangements etc., complete with lamp.

Bldngs_Elec-9-5 9.7 Fans

9.7.2

a) Material1200 mm (48") Ceiling Fan ., ELEC 5.1.1 each 1

1600.00 1600.00

Transportation Charges on Unit Cost 1% 16.00

1616.00

9.7.35 Labour Charges

a) Material

23/0060 Twin Core wire., ELEC 1.6.8 M 1 9.90 9.90

LS

b) Labour charges.


Helper day 0.125 285.00 35.63

89.90

( 1616 + 1705.9 ) 1705.90

Note : Labour is Considered for 8 fans / day

Supply of 1200 mm (48") sweep 230V, A.C 50 Hz.Ceiling fan (ISI Mark) with 3 Blades and double ball bearings with all standard accessories.

Labour charges for Fixing of Ceiling fan and regulator including transportation and giving connections with twin core wire etc., complete.

Unforseen item works, such as painting to down rod, screws etc.,

CEMENT & STEEL

MONTH Date CEMENT in MTSTEEL ( HYSD bars avg, rate )

8mm to 40mm 6mm, MS MS Flats

1 2 3 4 5

January 2010 17.02.10 3100 34500 33500

March 2010 26.03.10 3300 34500 33000

April 2010 30.04.10 4000 37500 36000

May 2010 1.07.10 3700 34000 33000

June 2010 20.07.10 3200 32500 32000

July 2010 26.07.10 3100 32500 32000

August 2010 27.08.10 2900 33000 32000

September 2010 29.09.10 3500 34000 33000

October 2010 29.10.2010 4600 34500 34000

November 2010 18.12.10 4300 34500 32500

December 2010 6.01.2011 4400 34500 33000

January 2011 1.02.2011 4600 38000 37000

February 2011 22.03.2011 4800 39000 38000

March 2011 29.03.11 5100 40000 38000 39500

April 2011 05.05.11 5200 41000 38500 39500

May 2011 03.06.11 5500 41000 39000 40000

June 2011 13.07.11 5500 41000 39000 40000

July 2011 16.08.11 5400 42000 39000 40000

August 2011 25.08.11 5300 42000 40000 41000

September 2011 04.11.11 5300 42500 40500 40000

October 2011 10.11.11 5600 43000 42000 42000

November 2011 0 0 0 0 0

December 2011 19.01.12 5500 44000 42000 42000

January 2012 26.03.12 5300 44000 42000 42000

February 2012 0 0 0 0 0

March 2012 0 0 0 0 0

April 2012 30.04.12 5400 49500 47500 47500

May 2012 0 0 0 0 0

June 2012 30.07.12 5100 48000 46000 47000

July 2012 30.07.12 5300 47500 45900 46500

August 2012 01.09.12 5000 47500 44500 46000

September 2012 26.09.12 4400 44400 43000 46000

October 2012

November 2012

December 2012

January 2013

February 2013

March 2013

April 2013

May 2013

June 2013

July 2013

August 2013

September 2013

October 2013

INDEX

SL.No Item Page No

ROADS

1 Labour Rates 9

2 RR Masonry 14

3 HBG Metal 15

4 Gravel, Sand 18

5 Jungle 19

6 Picking 21

7 Binding wire 22

8 Conveyance Charges 25

9 Hire Charges 29

BUILDINGS

10 Bricks 13

11 Cuddapah slabs 14

12 Teak wood 19

13 A.Csheet, GI sheet 20

14 Rabit wire mesh 21

15 Door and windows fixtures 22

16 Imprevious water proof compound 24

17 Plasticizer 28

18 Glass 31

19 Paints 31

20 Dismantaling 82

21 Expansion Joints fillars 83

22 Labour charges for cup boards 84

23 Labour charges for Iron Grills 85

24 Cement Jalies 86

25 Mastic Pads 87

26 GI Bolds 90

27 White cement 90

28 Scaffolding charges 92

29 Sanitary appliances 105

30 P.V.C Fittings 113

INDEX

SL.No Item Page No

BASIC INPUT DATA FOR IRRIGATION WORKS

31 Labour Rates 6

32 Binding wire 11

33 GI Pipes 12

34 GI Sheet 13

35 Tarfelt Joint filler board 14

36 Petrol 19

37 Barbed wire 25

38 Water 31

39 Painting New Letters 31

PUBLIC HELTH

40 RCC Pipes 53

41 PVC Pipes 96

42 Conveyance Charges 132

43 Hire Charges 136

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