Model PMGSY Road Datas 2013-14-SSR

LEAD STATEMENT ( AS PER SSR 2013-14)

Name of the Work:- Providing B.T on R/F _________________________________________________________

Description in Material Name of the Quarry Initial

1 2 3 4 5 6 7 8 11 12

FOR ROAD WORKS

1 Gravel Gudali 23.50 123.43 283.68 0.00 0.00 46.51 453.63

2 Selecteed earth Gudali 23.50 62.53 283.68 0.00 0.00 46.51 392.73

3 Sand for filling Pennar 56.85 336.58 598.68 0.00 0.00 46.51 981.78

4 Parlapalli 66.50 486.62 690.79 73.50 0.00 93.12 1344.03

5 Parlapalli 66.50 525.47 690.79 73.50 0.00 93.12 1382.88 1416.125

6 Parlapalli 66.50 664.07 690.79 73.50 0.00 93.12 1521.48

7 Parlapalli 66.50 1079.87 690.79 73.50 0.00 93.12 1937.28

8 Parlapalli 66.50 664.07 690.79 73.50 166.02 93.12 1687.50 2016.495

9 Parlapalli 66.50 1037.87 690.79 73.50 259.47 93.12 2154.75

10 Parlapalli 66.50 1079.87 690.79 73.50 269.97 93.12 2207.25 1764.145

11 Parlapalli 66.50 865.67 690.79 73.50 216.42 93.12 1939.50

12 Parlapalli 66.50 735.47 690.79 73.50 183.87 93.12 1776.75 1764.495

13 Parlapalli 66.50 575.87 690.79 73.50 143.97 93.12 1577.25 1558

14 Parlapalli 66.50 370.07 690.79 73.50 92.52 93.12 1320.00 1448.62

FOR CD WORKS 0.0015 Sand for Mortor Pennar 56.85 441.58 598.68 46.51 0.00 1086.78

16 Parlapalli 66.50 664.07 690.79 73.50 166.02 93.12 0.00 1687.50

17 Parlapalli 66.50 1079.87 690.79 73.50 269.97 93.12 0.00 2207.25

18 Parlapalli 66.50 865.67 690.79 73.50 216.42 93.12 0.00 1939.50

Sl No.

Lead in Km

Conveyance charges

Diff. cost of pipes

Blasting Charges

Machine Crushing Charges

Loading Charges

Deduct for

stacking

Total Amount

60-63mm HBG metalIRC, MORTH & MORD

50 -55mm HBG MetalIRC, MORTH & MORD

40-45mm HBG MetalIRC, MORTH & MORD

19 - 22mm HBG metalIRC, MORTH & MORD

40-45mm HBG M/C MetalIRC, MORTH & MORD

25-27mm M/C HBG MetalIRC, MORTH & MORD

19 - 22mm HBG M/C metalIRC, MORTH & MORD

12-14 mm HBG M/C MetalIRC, MORTH & MORD

9.5-11.2 mm HBG M/C MetalIRC, MORTH & MORD

5-7 mm HBG M/C MetalIRC, MORTH & MORD

2.36 - 5 mmHBG M/C MetalIRC, MORTH & MORD

40 mmHBG M/C Metal-SS5

20 mm HBG M/C Metal -SS5

12 mm HBG M/C Metal-SS5


1 2 3 4 5 6 7 8 11 12

Sl No.

Lead in Km

Conveyance charges

Diff. cost of pipes

Blasting Charges


Loading Charges

Deduct for

stacking

Total Amount

19 Parlapalli 66.50 735.47 690.79 73.50 183.87 93.12 0.00 1776.75

20 Parlapalli 66.50 393.17 690.79 0.00 93.12 0.00 1177.08 931.1026

21 Parlapalli 66.50 210.47 690.79 0.00 93.12 994.38

22 Soling stone 150mm Parlapalli 66.50 146.42 690.79 0.00 93.12 930.33

23 Jeddy stone 450-600mm Parlapalli 66.50 244.07 690.79 0.00 93.12 1027.98

24 Emulsion (SS-1) (Chennai) Chennai 137.00 38084.70 431.55 38516.25

25 Emulsion (RS-1) (Chennai) Chennai 137.00 39802.72 431.55 40234.27

26 Chennai 137.00 49654.28 431.55 50085.83

27 1000mm Dia NP3 Class Chillakur 12.00 6531.39 210.56 6741.95

28 1000mm Dia Collar Chillakur 12.00 1135.52 1135.52







35 6090.00 6090.00

36 HYSD steel Fe-415 43575.00 43575.00

37 Mild steel, Structural steel 45150.00 45150.00

38 M.S 6mm dia bars, MS Flats 43575.00 43575.00

Allowence allowed 0% 90.00 /kL OH&CP 12.50%

90.001) Certified that the HBG metal obtained by Blasting.2) Certified that the leads are true and nearer to the site to the best of my Knowledge.

10 mm HBG M/C Metal-SS5

2.36 mm Below Material ( HBG Stone chips )

Stone boulder 300mm (25 kg / 40 Kg minimum)

Bitumen bulk 60/70 grade (VSP/chennai) as on 1-3-13

Cement OPC (as on Mar-13)

Add 0% MAA / AA

Water Cost allowed @


1 2 3 4 5 6 7 8 11 12

Sl No.

Lead in Km

Conveyance charges

Diff. cost of pipes

Blasting Charges


Loading Charges

Deduct for

stacking

Total Amount

NOTE:TheStandard data prepared with 2013-14 SSR is here with enclosed for the guidence to Superintending Engineers, they are reqested to inform if any mistakes are noticed to this office. In this regard contact :Sri.T.Rajender Singh AE, PMGSY,9440873389.

Data Sheet

RATE ANALYSIS (ROAD WORK) - SSR- 2013-14Add 0% MAA / AA 0%

Providing B.T on R/F _________________________________________________________Description of item Unit Qty Rate Amount

1 Clearing and Grubbing Road Land

By Machanical MeansIn area of non Throny Jungle (Light Jungle)

Unit =10 SqmOut put = 1 Hectare

a) LabourMate dayMazdoor (un-skilled) day 4.16 294.00 1,223.04Add 0% MAA / AA 0% 0.00

b) Machineryhour 10.00 1648.30 16,483.03

Tractor with trolley 3t hour 1.00 435.75 435.75Total 18,141.82

c) 12.50% 2,267.73

Rate for hectare 20,409.5520,409.55

Rate per 1 Sqm = (a+b+c)/10000 2.042

Taking Out put = 100 Cuma) Labour

MateMazdoor day 0.52 294.00 152.88Add 0% MAA / AA 0% 0.00

b) Machinery

S. No.

Index Code

RBR-STCL

-2

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 including overhead & Contractor profit.

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

Over head charges & Contractors profit @12.50%-

RBR-EECD-3

Construction of embankment with material obtained from road way cutting by using Machinery

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain (not exceeding 0.6 m depth) and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 MORD/ 305 MORTH including overhead & Contract profit .

Data Sheet

Description of item Unit Qty Rate AmountS. No.

Index Code

Dozer D-50 for spreading @200 cum per hour cum 0.50 1648.30 824.15

hour 4.00 443.10 1,772.40

Water tanker 6kl capacity hour 2.00 655.20 1,310.40hour 1.00 2668.47 2,668.47

c) MaterialWater Kl 12.00 94.50 1,134.00Total 7,862.30

d) 12.50% 982.79

Rate for 100 cum 8,845.09Rate per cum 88.45

3 Construction of Embankment with Material Obtained from Borrow pits by Machinery

3A

Unit = cumTaking output = 100 cum

a) LabourMazdoor (Unskilled) day 1.04 294.00 305.76Add 0% MAA / AA 0% 0.00

b) Machineryhour 1.67 2,892.23 4,830.02

Tipper 5.5cum with 10T capacity hour 4.50 921.17 4,145.24Dozer D50 for spreading @ 200 cum per hour hour 0.50 1,648.30 824.15

Tractor with Grader @ 25 cum per hour hour 4.00 443.10 1,772.40Water tanker 6 KL capacity hour 2.00 655.20 1,310.40Vibratory Roller 80-100 kN @ 100 Cum per Hr hour 1.00 2,668.47 2,668.47

c) MaterialWater Kl 12.00 94.50 1,134.00

16,990.44

d) 12.50% 2,123.80

Rate per 100 cums 19,114.24

Tractor with grader for grading @ 25 cum per hour

Vibratory Roller 80-100 kN @ 100 Cum per Hr


RBR-EECD-4RBR-EECD-4

Construction of Embankment with Material Obtained from Borrow pits by Machinery

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 Technical Specification Clause 301.5 MORD/ 305 MORTH including overhead charges & Contractor profit.

Hydraulic Excator 0.90cum bucket capacity at 60cum per hour

Basic rate of formation of road with borrow soils per CumOver head charges & Contractors profit @12.50%-

Data Sheet


Index Code

Rate per cum 191.144

Taking out put = 300 cuma) Labour

Mazdoor (Skilled) day 2.40 294.00 705.60Mazdoor (Un-Skilled) day 8.00 294.00 2,352.00Add 0% MAA / AA 0% 0.00

b) Machineryhour 6.00 2668.47 16,010.82

Water tanker 6kl capacity hour 5.00 655.20 3,276.00Tractor with grader @ 25 cum per hour hour 12.00 443.10 5,317.20Tractor with rotavator @ 25 cum per hour hour 12.00 443.10 5,317.20

c) Material

Cost of materials9.5 mm to 4.75 mm @ 66% (Gravel) cum 237.60 453.63 107,781.65

2.36 mm below @ 34% (stone dust ) cum 122.40 1177.08 144,073.99

Water Kl 18.00 94.50 1,701.00Basic rate of Granular sub base for 300 cum 286,535.46

a) Basic rate of Granular sub base cum 955.12

c) 12.50% 119.39

1,074.51Rate per cum 1,074.51

RBR-SBBS-2

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

Construction of granular Sub-Base by providing well graded Grading-C meterial ( Table 400.2 ) having soaked CBR not less than 15% and Plasticity Index < 6 and stacking at site to the departmentel gauge for pre measurements and mixing them and spreading the same with grader in uniform layers of loose thickness of not more than 225mm including mixing by mix in place method with rotavator to OMC and compacting with Vibratory roller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 402.3 of MORD. including all over heads , and Contractors profit .


Well graded granular sub-base material as per table 400.2


Data Sheet


Index Code

5



b) Machineryhour 6.00 2668.47 16,010.82

Water tanker 6kl capacity hour 5.00 655.20 3,276.00Tractor with grader @ 25 cum per hour hour 12.00 443.10 5,317.20

Tractor with rotavator @ 25 cum per hour hour 0.00 443.10 0.00c) Material

Cost of materialsSelected Earth cum 360.00 392.73 141,381.54

Water Kl 18.00 94.50 1,701.00170,744.16

a) Basic rate of Selected earth shoulders cum 569.15

c) 12.50% 71.14

640.29Rate per cum 640.29

RBR-SBBS-2

Selected Earth Shoulders (Table 407 & 305,305.4.4)

Construction of Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20 respectively and and spreading in uniform layers with tractor grader on prepared surface and copacted to OMC with Vibratory roller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 407 MoRD,305&305.4.4 MoRT&H including all over heads , and Contractors profit.



Basic rate of Selected earth shoulders for 300 cum


E97

singh: Roatavater is not provided as there is no mixing of other materials

Data Sheet


Index Code

6



b) Machineryhour 6.00 2668.47 16,010.82

Water tanker 6kl capacity hour 3.00 655.20 1,965.60Tractor with grader @ 25 cum per hour hour 12.00 443.10 5,317.20Tractor with rotavator @ 25 cum per hour hour 12.00 443.10 5,317.20

c) Material

Cost of materials9.5 mm to 4.75 mm @ 66% (HBG Chips) cum 237.60 1448.62 344,192.132.36 mm below @ 34% ( HBG Chips) cum 122.40 1177.08 144,073.99Water Kl 18.00 94.50 1,701.00Basic rate of Granular sub base for 300 cum 521,635.54

a) Basic rate of Granular sub base cum 1,738.79c) 12.50% 217.35

1,956.14Rate per cum 1,956.14

RBR-SBBS-2

Gravel / Soil - Aggregate Base (Table 400.1) Grading iii

Construction of granular sub-base by providing well graded material(Table 400.1) with Grading III Material CBR Value not less than 20 and PI Value less than 6 spreading in uniform layers with Tractor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with Vibratory Roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD .including contractors profit & Over head charges.




Data Sheet


Index Code

7 WBM Grading 2 (using Graded Metal)

By Manual meansTaking out put = 360 cum

a) LabourMazdoor (Skilled) day 12.08 294.00 3,551.52Mazdoor (unskilled) day 250.00 294.00 73,500.00Add 0% MAA / AA 0% 0.00

b) MachineryVibratory Roller 80-100 KN @60cum per hour hour 6.00 2668.47 16,010.82

Water tanker 6kl capacity hour 24.00 655.20 15,724.80c) Material (Total Qty 435.60 Cum)

Cum 217.80 1344.03 292,728.66

Cum 200.38 1521.48 304,873.18

Cum 17.42 1937.28 33,747.33

Stone Screeningcum 86.40 1448.62 125,160.78

cum 28.80 1177.08 33,899.76

Water Kl 144.00 94.50 13,608.00

Basic rate for 360 Cum 912,804.85

Rate per Cum 2,535.57d) 12.50% 316.95

2,852.52Rate per cum 2,852.52

RBR-SBBS-9 Providing, laying, spreading and compacting stone aggregates of specific sizes for

Grading 2 material to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with Vibratory roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials 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. For compacted thickness of 75 mm. including all over heads , and Contractors profit etc., Complete, for WBM Grading II ( Hand Broken) HBG metal

60-63 mm IRC HBG Metal (50% of 435.60 cum)40-45 mm IRC HBG Metal (46% of 435.60 cum)19-22 mm IRC HBG Metal metal (4% of 435.60 cum)

Type -B 11.2mm @ 0.18 cum per 10 sqm ( Avg. of 5-7 mm & 2.36-5mm)

Binding Material @ 0.06 cum per 10 sqm for Grading 2 material (size 2.36mm & below having PI value 2-6%


Data Sheet


Index Code

8 WBM Grading 3 (using Graded Metal)

By Manual meansTaking out put = 360 cum

a) Labour

Mazdoor (Skilled) day 12.08 294.00 3,551.52Mazdoor (unskilled) day 250.00 294.00 73,500.00

Add 0% MAA / AA 0% 0.00b) Machinery

Vibratory Roller 80-100 KN @60cum per hour hour 6.00 2668.47 16,010.82

Water tanker 6kl capacity hour 24.00 655.20 15,724.80c) Material (total Qty of Metal 435.60 Cum)

Cum 357.19 1687.50 602,756.37

Cum 78.41 2207.25 173,070.09

Stone Screeningcum 86.40 1448.62 125,160.78

cum 28.80 0.00

Water Kl 144.00 94.50 13,608.00

Basic rate for 360 Cum 1,023,382.38

Rate per Cum 2,842.73d) 12.50% 355.34

3,198.07Rate per cum 3,198.07

RBR-SBBS-9 (i) Providing, laying, spreading and compacting stone aggregates of specific sizes to

water bound macadam specification including spreading in uniform thickness, hand packing, rolling with Vibratory roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone 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. For compacted thickness of 75 mm. including all over heads , and Contractors profit etc., Complete for WBM Grading III ( Machine Crushed) HBG metal

40-45 mm IRC HBG Metal M/C ( 82% of 435.60 Cum)19-22.40 mm IRC HBG M/C Metal ( 18% of 435.60 cum)

Type -B 11.2mm @ 0.18 cum per 10 sqm ( Avg. of 5-7 mm & 2.36-5mm)Binding Material @ 0.06 cum per 10 sqm for Grading 2 material (size 2.36mm & below having PI value 2-6%


Data Sheet


Index Code

9 Wet Mix Macadam

By Mechanical Means with 1 km leadBy Machanical Means

A Rural WorksTaking out put = 100 cum

a) Labour

Dresser (skilled) for alignment day 8.00 294.00 2,352.00Mazdoor (Skilled) day 2.40 294.00 705.60Add 0% MAA / AA 0% 0.00

b) MachineryFront end loader 1 cum capacity hour 4.00 1728.30 6,913.20Wet mix plant (Pug Mill) hour 4.00 1728.30 6,913.20Tipper or dumper (10 t) Capacity hour 5.00 921.17 4,605.83Motor grader @ 50 cum capacity hour 2.00 3376.80 6,753.60Vibratory Roller 80-100 KN @60cum per hour hour 1.67 2668.47 4,456.34

Water tanker 6kl capacity hour 1.33 655.20 871.42c) Material

cum 39.90 2016.50 80,458.15

cum 53.20 1764.15 93,852.52

cum 39.90 1177.08 46,965.30

Basic rate of WMM for 100Cum 254,847.15

Basic rate of WMM per Cum 2,548.47

e) 12.50% 318.56

Rate per cum 2,867.03

RBR-SBBS-11

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory roller of 80 to 100kN to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH,including overhead charges & Contractor profit.

Coarse aggregate 45 to 22.4 mm using M/C metal @ 30%(Average of 40-45 mm,25-27 mm& 19-22 mm metal)

Aggregates 22.4 mm to 2.36 mm using M/C metal @ 40%(Average of 19-22mm,12-14mm,9.5-11.20 mm,5-7mm & 2.36-5 mm metal)

Fine aggregate/crushed sand 2.36 mm to 75 mm micron @ 30%


Data Sheet


Index Code

10 Cement Concrete Pavement

Unit = cumTaking output = 75cum (172.50 t)(100x3.75 x 0.200)

a) LabourMason (1st class) day 5.00 367.50 1,837.50Mason (2nd class) day 5.00 336.00 1,680.00Mazdoor (unskilled) day 150.00 294.00 44,100.00Mazdoor(skilled) day 6.00 294.00 1,764.00Surveyor day 2.00 525.00 1,050.00Mazdoor (semi-skilled) day 6.00 294.00 1,764.00

day 1.00 336.00 336.00

Add 0% MAA / AA 0% 0.00b) Machinery

Hour 36.00 438.27 15,777.72

Needle vibrator Hour 9.00 0.00 0.00Screed vibrator Hour 9.00 0.00 0.00Plate vibrator Hour 9.00 0.00 0.00Water tanker 6 Kl. Capacity Hour 5.00 655.20 3,276.00Air compressor ( 1hour initial + 1 hour final) Hour 2.00 524.37 1,048.74

c) Material(I)

20mm Cum 44.55 2207.25 98,332.7710mm Cum 22.95 1776.75 40,776.30

RBR-CCPV-5 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, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion and construction joints, applying debonding strips, primer, sealant, dowel bars, 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 including overhead charges & Contractors profit .

Black smith for cutting of dowel bars including removal of burrs, fabrications & fixing of dowel bars

Concrete mixer 0.28/0.40 cum capacity ( 6 mixers) with weight 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

Data Sheet


Index Code

(ii) cum 33.75 1086.78 36,678.71

(iii) Cement @ 350 Kg/cum of concrete t 26.25 6090.00 159,862.50(iv) Polythene sheet 125 micron sqm 412.50 15.75 6,496.88(v)

Kg 161.91 45.15 7,310.24

t 0.005 38516.25 192.58

Litre 19.00 36.00 684.00

m 90.00 5.25 472.50

m 90.00 9.45 850.50

No 483.00 0.52 253.58

Plasticizer 0.5 per cent by weight of cement Litre 122.00 78.75 9,607.50

Joint filler board 20mm thick as per IS:1838 sqm 3.00 830.55 2,491.65

(4x3.75x0.200 = 3 sqm) 436,643.67

(d) Form work @ 3% on (a+b+c) 13,099.31Cost for 75 cum = a+b+c+d 449,742.98Rate per Cum = (a+b+c+d+e)/75 5,996.57

(e) 12.50% 749.57

6,746.14Rate per Cum excluding VAT 6,746.14

11 Prime CoatLow porosity

Unit = sqmTaking output = 1750 sqm

Mate day -Mazdoor (Unskilled) day 1.04 294.00 305.76Add 0% MAA / AA 0% 0.00

Sand as per IS:383 and conforming to clause 1500.2.4.2. @ 0.45 cum of concrete

Mild steel dowel bar 25mm dia of grade S 240.500 mm long 20 Nos. at culvert/bridge slab and at construction joiont including 5 percent wastage

(4x20x0.500) + 5 per cent wastage = 42m @3.854 Kg per m = 161.91 kg.Bitumen primer @ 200ml. Per joint for 23 jointsBitumenous sealant 800 ml. Per joint for 23 jointsJute rope 12mm dia including 5 per cent wastageDebonding strips 3.75m. (length) x 10mm (width) x 5 mm (thick) cut-out of rubber fillter board of similar material including 5 per cent wastage

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


RBR-BASC-1 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) ,including overhead charges & Contractors profit .

a) Labour

Data Sheet


Index Code

b) MachineryHydraulic broom @ 1250 sqm per hour hour 1.40 374.85 524.79Air compressor 210 cfm hour 1.40 524.37 734.12Bitumen emulsion pressure distributor @ 1750 sqm/hour hour 1.00 903.00 903.00Water tanker 6 kl capacity 1 trip per hour hour 0.50 655.20 327.60c) MaterialBitumen emulsion (SS-1) @ 0.85 kg per sqm t 1.48 38516.25 57,004.05Water kl 3.00 94.50 283.50

60,082.8212.50% 7,510.35

Cost of 1750 sqm = a+b+c+d+e 67,593.17Rate per sqm = (a+b+c+d+e)/1750 38.62

12 TACK COAT


Mate day -

Mazdoor (Unskilled) day 1.04 294.00 305.76Add 0% MAA / AA 0% 0.00b) MachineryHydraulic broom @ 1250 sqm per hour hour 1.40 374.85 524.79Air compressor 210 cfm hour 1.40 524.37 734.12Emulsion pressure distributor @1750 sqm per hour hour 1.00 903.00 903.00c) MaterialBitumen emulsion (RS-1) @ 0.275 kg per sqm t 0.48 40234.27 19,312.45Cost of 1750 sqm = (a+b+c+d+e) 21,780.12Rate per sqm = a+b+c+d+e/1750 12.45

(e) 12.50% 1.56

Rate per Sqm 14.01


RBR-BASC-2

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,including overhead charges & Contractors profit .

a) Labour


Data Sheet


Index Code

13

By manual means as per 508 (II) of MORD

(II) Bitumen (S-65)Unit = sqmTaking output = 500 sqm (10 cum)

a) Labour Mazdoor (Unskilled) day 21.00 294.00 6,174.00 Mazdoor (semi-Skilled) day 7.08 294.00 2,081.52Add 0% MAA / AA 0% 0.00

b) MachineryMixall 6/10 T capacity hour 4.00 681.45 2,725.80

hour 4.00 219.45 877.80

Smooth wheeled roller 8t hour 2.00 1090.32 2,180.64Material

c) t 0.73 50085.83 36,562.66

cum 13.50 1764.50 23,820.68

Basic rate for 500 Sqm 74,423.10Basic rate per Sqm 148.85

d) 12.50% 18.61

167.46Rate per sqm 167.46

RBR-BASC-14

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

Providing and laying Open Graded Premix Carpet (OGPC) surfacing material of 20 mm thick composed of 13.20 mm to 5.60 mm size machine crushed hard blasted granite chips using bitumen of VG 30 grade at the rate of 14.60 kgs per 10 sqm area of road surface over tack coat to required line, level, grade to serve as wearing course on previously prepared base including mixing in a Mixer of 6 to 10 T capacity,trasporting the mixer to point of use and rolloing with three wheeled 80-100kN capacity power roller and finishing to required level and grades including cost, conveyance, leads and lifts of all materials from approved sources, labour charges and hire and operational charges of power road roller and all other machinery, tools and plants, providing barricading for diversion of traffic, erecting red flags other incidental and operational charges etc., complete for finished item of work as per technical specifications clause 508 (ii) of MORD. including all over heads , and Contractors profit .

Bitumen boiler oil fired 1000 lts capacity fitted with spray set

Bitumen 60/70 grade(S-65) @ 14.60 kg per 10 sqm Crushed stone chipping, 13.2 mm to 5.6 mm @ 0.27 cum per 10 sqm( average of 12-14mm,9.5-11.2mm & 5-7 mm metal)


Data Sheet


Index Code

14

Mechanical means

Bitumen (S-65)

Unit = sqmTaking output = 4000 sqm (80 cum)

Mate day -Mazdoor (Unskilled) day 10.00 294.00 2940.00 Mazdoor (semi-Skilled) day 3.52 294.00 1034.88Add 0% MAA / AA 0% 0.00b) MachineryHMP 30/40 t per hour hour 6.00 20076.00 120456.00Electric generator set 125 KVA hour 6.00 1386.00 8316.00Front end loader 1 cum bucket capacity hour 6.00 1728.30 10369.80Tipper 5.5 cum - 10 t capacity hour 3.64 921.17 3353.04Paver finisher hour 6.00 2797.00 16782.00Smooth wheeled roller 8t hour 16.00 1090.32 17445.12c) MaterialBitumen (S-65) @ 14.60 kg per 10 sqm t 5.84 50085.83 292501.24

cum 108.00 1764.50 190565.47

12.50% 23,820.68

Cost of 4000 sqm = a+b+c+d+e 687584.23Rate per sqm = (a+b+c+d+e)/4000 171.90

RBR-BASC-14

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 60/70 grade at the rate of 14.6 kg/10 sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a Hot Mix plant of 40TPH, laying and rolling with a three wheel 80-100 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 including cost and conveyance of all materials from approved sources, , labour charges and hire and operational charges of power road roller and all other machinery, tools and plants, providing barricading for diversion of traffic, erecting red flags other incidental and operational charges etc., complete for finished item of work as per clause 508 MORD.including overhead charges & Contractors profit .

a) Labour

Crushed stone chipping, 13.2 mm to 5.6 mm @ 0.27 cum per 10 sqm( average of 12-14mm,9.5-11.2mm & 5-7 mm metal)


Data Sheet


Index Code

15 SEAL COAT

RB

R-B

AS

C-1

7- I

-A

- C

ase

III

-(II

)

Type CBy Manual Means Taking out put = 1100 Sqm

a) LabourBitumen Sprayer day 1.00 336.00 336.00Mazdoor (un-skilled) day 22.00 294.00 6,468.00Mazdoor (semi-skilled) day 6.15 294.00 1,808.10Add 0% MAA / AA 0% 0.00

b) Machineryhour 2.20 219.45 482.79

Smooth wheeled roller 8t hour 2.20 1090.32 2,398.70c) Materials

t 0.715 50085.83 35,811.37

cum 9.90 1448.62 14,341.34

Basic rate of Seal coat Type-C for 1100 Sqm 61,646.30

Final Rate per sqm 56.04c) 12.50% 7.01


Providing and laying bituminous liquid seal coat (Type C) comprising of a layer of bitumuneous binder followed by a cover of stone chipping of grading as defined in table 500.16 of MOST with Crushed stone chips of 6.7 mm size 100% passing through 9.5mm seive and retained on 2.36 mm sieve applied @ 0.09 cum per 10 sqm, chips to be laid simultaneously along with the bitumunous course using 6.50 kgs of bitumen VG 30 grade (60/70) for 10 sqm and rolling with power roller including of required line, level, grade to serve as wearing course on previously prepared surface and finishing to rquired level and grades including cost and conveyance of all materials from approved sources and stacking at site to departmental gauge for premeasurements, labour charges and hire and operational charges of power road roller 80 to 100kN capacity and all other machinery, tools and plants, providing barricading for diversion of traffic, erecting red flags other incidental and operational charges etc., complete for finished item of work as per technical specification clause 510 of MORD.including all over heads and Contractors profit for seal coat.

Bitumen boiler oil fired, capacity1000 lts fitted with spray set

Bitumen VG30 grade @ 6.500 kgs per 10 sqm.Crushed stone chipping of 6.7 mm size 100% passing 9.50mm seive and retained on 2.36 mm sieve applied @ 0.09 cum per 10 sqm.


Data Sheet


Index Code

16

Case - II : Type B (510 - MORD)

By Manual Means

Bitumen (S-65)

Unit = sqm

Taking out put = 1250 Sqm

a) Labour

Mate day

Mazdoor (un-skilled) day 15.00 294.00 4,410.00Mazdoor (semi-skilled) day 2.85 294.00 837.90Add 0% MAA / AA 0% 0.00

b) Machinery

hour 2.50 681.45 1,703.63Three wheel 80-100 kN static roller hour 2.50 1090.32 2,725.80Bitumen boiler oil fired, capacity1000 lts fitted with spray set hour 2.50 219.45 548.63

c) Materials

Bitumen (S-65) 60/70 grade @ 6.80 kgs per 10 sqm. t 0.850 50085.83 42,572.96

cum 7.50 1177.08 8,828.06

Basic rate of Seal coat Type-A for 1250 Sqm 61,626.98Final Rate per sqm 49.30

c) 12.50% 6.16


RBR-BASC-

17

Seal Coat - Case - II : Type B (510 - MORD) by Manual Means

Providing and laying bituminous premixed Seal coat (Type B) comprising of a thin application of fine aggregate premixed with bituminous binder of grading as defined in table 500.16 of MOST Crushed sand defined as passing through 2.36 mm sieve and retained on 180 micron seive applied @ 0.06 cum per 10 sqm.to be laid simultaneously along with the bitumunous course using 6.80 kgs of bitumen 60/70 grade for 10 sqm and rolling with power roller including of required line, level, grade to serve as wearing course on previously prepared surface and finishing to rquired level and grades including cost and conveyance of all materials from approved sources and stacking at site to departmental gauge for premeasurements, seigniorage, labour charges and hire and operational charges of power road roller 8 to 10 tonnes capacity and all other machinery, tools and plants, providing barricading for diversion of traffic, erecting red flags other incidental and operational charges etc., complete for finished item of work as per technical specification clause 510 of MORD.including all over heads , and Contractors profit with Mixall 6-10t Capacity

Mixall 6/10 t capacity (concrete mixer1.00cum rate)

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


Data Sheet


Index Code

17

Type A

By Manual Means Taking out put = 1100 Sqm

a) LabourBitumen Sprayer day 1.00 336.00 336.00Mazdoor (un-skilled) day 22.00 294.00 6,468.00Mazdoor (semi-skilled) day 7.15 294.00 2,102.10Add 0% MAA / AA 0% 0.00

b) Machineryhour 2.20 219.45 482.79

Smooth wheeled roller 8t hour 2.20 1090.32 2,398.70c) Materials

Bitumen VG30 grade @ 9.80 kgs per 10 sqm. t 1.078 50085.83 53,992.52

cum 9.90 1448.62 14,341.34

Basic rate of Seal coat Type-A for 1100 Sqm 80,121.45

Final Rate per sqm 72.84c) 12.50% 9.11


Seal Coat - : Type A (510 - MORD) by Manual MeansProviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, comprising of a layer of bitumuneous binder followed by a cover of stone chipping of grading as defined in table 500.16 of MORD at of Crushed stone chipping of 6.7 mm size 100% passing through 11.2mm seive and retained on 2.36 mm sieve applied @ 0.09 cum per 10 sqm chips to be laid simultaneously along with the bitumunous course using 9.80 kgs of bitumen 60/70 grade for 10 sqm and rolling with power roller including of required line, level, grade to serve as wearing course on previously prepared surface and finishing to rquired level and grades including cost and conveyance of all materials from approved sources and stacking at site to departmental gauge for premeasurements, seigniorage, labour charges and hire and operational charges of power road roller 8 to 10 tonnes capacity and all other machinery, tools and plants, providing barricading for diversion of traffic, erecting red flags other incidental and operational charges etc., complete for finished item of workas per Technical Specification Clause 510 MORD. (using Three wheel 80-100 kN static roller) .including all over heads , and Contractors profit .with Mixall 6-10t Capacity

Bitumen boiler oil fired, capacity1000 lts fitted with spray set

Crushed stone chipping of 6.7 mm size 100% passing 9.50mm seive and retained on 2.36 mm sieve applied @ 0.09 cum per 10 sqm.


RATE ANALYSIS ( C.D WORK) - SSR-2013-14Add 0% MAA / AA 0%

Providing B.T on R/F _________________________________________________________S. No. Description of item Unit Qty Rate Amount

18 Excavation for Structures

Excavation of structures:

i - Ordinary soil above water LevelMechanical Means -Up to 3 m depthUnit = cumTaking output = 240 cum

Mate day -Mazdoor (Unskilled) day 8.32 294.00 2446.08Add 0% MAA / AA 0% 0.00b) MachineryHydraulic Excavator 1 cum bucket capacity hour 6.00 2892.23 17353.35c). 19799.43Over head charges & Contractors profit @12.50%- 12.50% 2474.93

Cost for 240 cum = a+b+c 22274.36Rate per cum = (a+b+c) /240 Rs. 92.81

ii - Ordinary soil below water LevelMechanical Means Up to 3 m depthUnit = cumTaking output = 240 cum

Mate day -Mazdoor (Unskilled) day 8.32 294.00 2446.08Add 0% MAA / AA 0% 0.00b) MachineryHydraulic Excavator 1 cum bucket capacity hour 6.00 2892.23 17353.35

19799.43Add Dewatering charges @5% on (a+b) 5% 19799.43 989.97c). 20789.40Over head charges & Contractors profit @12.50%- 12.50% 2598.68Cost for 240 cum = a+b+c 23388.08Rate per cum = (a+b+c) /240 Rs. 97.45

iii - 3 m to 6 m depth above water LevelMechanical Means

Index Code

RBR-FNDN-1

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 up to 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 ,including overhead charges & Contractors profit .

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

a) Labour

a) Labour

S. No. Description of item Unit Qty Rate AmountIndex Code

Unit = cumTaking output = 210 cuma) LabourMate day -Mazdoor (Unskilled) day 8.32 294.00 2446.08Add 0% MAA / AA 0% 0.00b) MachineryHydraulic excavator 1.0 cum bucket capacity hour 6.00 2892.23 17353.35c). 19799.43Over head charges & Contractors profit @12.50%- 12.50% 2474.93Cost for 210 cum = a+b+c 22274.36Rate per cum = (a+b+c)/210 Rs. 106.07

iv - 3 m to 6 m depth below water LevelMechanical Means Unit = cumTaking output = 210 cuma) LabourMate day -Mazdoor (Unskilled) day 8.32 294.00 2446.08Add 0% MAA / AA 0% 0.00b) MachineryHydraulic excavator 1.0 cum bucket capacity hour 6.00 2892.23 17353.35

19799.43Add Dewatering charges @5% on (a+b) 5% 19799.43 989.97

20789.40c). Over head charges & Contractors profit @12.50%- 12.50% 2598.68

Cost for 210 cum = a+b+c 23388.08Rate per cum = (a+b+c)/210 Rs. 111.37

v - above 6 m depth below water LevelMechanical Means Unit = cumTaking output = 180 cuma) LabourMate day -Mazdoor (Unskilled) day 10.40 294.00 3057.60Add 0% MAA / AA 0% 0.00b) MachineryHydraulic excavator 1.0 cum bucket capacity hour 6.00 2892.23 17353.35

20410.95Add Dewatering charges @5% on (a+b) 5% 20410.95 1020.55c). 21431.50Over head charges & Contractors profit @12.50%- 12.50% 2678.94Cost for 180 cum = a+b+c 24110.44Rate per cum = (a+b+c)/210 Rs. 133.95

vi - Ordinary rock (not requiring blasting)Mechanical Means Up to 3 m depthUnit = cumTaking output = 180 cum

Mate day -Mazdoor (Unskilled) day 6.24 294.00 1834.56Add 0% MAA / AA 0% 0.00

a) Labour


b) MachineryHydraulic Excavator 1 cum bucket capacity hour 6.00 2892.23 17353.35c). 19187.91Over head charges & Contractors profit @12.50%- 12.50% 2398.49Cost for 180 cum = a+b+c 21586.40Rate per cum = (a+b+c) /180 Rs. 119.92

vii - Hard rock (requiring blasting) without dewatering

Upto 3 m depth including 1.5 m depth in hard rock


Mate day -Driller day 0.50 367.50 183.75Blaster day 0.25 367.50 91.88Mazdoor (Unskilled) day 8.35 294.00 2454.90Add 0% MAA / AA 0% 0.00b) Machinery

hour 1.00 524.37 524.37

c) Material 3254.90Gelatin 80% kg 3.50 622.65 2179.28Detonator electric Nos. 14.00 3.47 48.51

5482.69Over head charges & Contractors profit @12.50%- 12.50% 685.34Cost for 10 cum = a+b+c 6168.03Rate per cum = (a+b+c) /10 Rs. 616.80

viii

Upto 3 m depth including 1.5 m depth in hard rock


Mate day -Driller day 0.50 367.50 183.75Blaster day 0.25 367.50 91.88Mazdoor (Unskilled) day 8.35 294.00 2454.90Add 0% MAA / AA 0% 0.00b) Machinery

hour 1.00 524.37 524.37

3254.90Add Dewatering charges @5% on (a+b) 5% 3254.90 162.75c) Material

Gelatin 80% kg 3.50 622.65 2179.28Detonator electric Nos. 14.00 3.47 48.51

5645.44Over head charges & Contractors profit @12.50%- 12.50% 705.68Cost for 10 cum = a+b+c 6351.12Rate per cum = (a+b+c) /10 Rs. 635.11

ix - Hard rock (blasting prohibited)Upto 3 m depth including 1.5 m depth in hard rock

in case of rock foundation beyond 3 m is not dug and hence not included.

a) Labour

Air compressor 210 cfm / 250 cfm with 2 jack hammers for drilling at 15 cum per hour

- Hard rock (requiring blasting) including dewatering

a) Labour

Air compressor 210 cfm / 250 cfm with 2 jack hammers for drilling at 15 cum per hour


Unit = cumTaking output = 10 cuma) LabourMate day -Mazdoor (Unskilled) day 5.20 294.00 1528.80Add 0% MAA / AA 0% 0.00b) Machinery

hour 6.00 524.37 3146.22

c). 4675.02Over head charges & Contractors profit @12.50%- 12.50% 584.38Cost for 10 cum = a+b+c 5259.40Rate per cum = (a+b+c)/10 Rs. 525.94

19

Sand fillingUnit = cum

Mate day -Mazdoor (Unskilled) day 0.31 294.00 91.14Add 0% MAA / AA 0% 0.00b) MaterialSand for filling cum 1.00 981.78 981.78c). 1072.92Over head charges & Contractors profit @12.50%- 12.50% 134.12

Rate per cum = a+b+c Rs. 1207.0420

P.C.C grade M 10 Nominal mix 1:3:6Unit = cum(a) MaterialCement t 0.22 6090.00 1339.80Coarse sand cum 0.45 1086.78 489.0540 mm aggregate cum 0.9 1687.50 1518.75Water kl 1.2 94.50 113.40(b) Labour Mate day -

Air compressor 210 cfm / 250 cfm with 2 jack hammers of pneumatic breaker at 1 cum per hour

Note :1).Cost of dewatering up to 5 per cent of (a+b) may be added, where required. Assessment for dewatering shall be made as per site conditions.

2. Cost of shoring and shuttering, where needed, may be taken @ 10 per cent on cost of excavation for open foundation.

RBR-FNDN-2

Sand Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including overhead '- charges & Contractors profit .

a) Labour

RBR-FNDN-4

Providing concrete for plain concrete M 10 grade 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 ,including overhead charges & Contractors profit for Leveling Coarse


Mason (1st Class) day 0.10 367.50 36.75Mazdoor (Unskilled) day 1.39 294.00 408.66Add 0% MAA / AA 0% 0.00(c) Machinery

hour 0.40 438.27 175.31

Water tanker 6 kl capacity hour 0.13 655.20 85.184166.90

(d) Formwork @ 4% on cost of material, labour and machinery (a+b+c) 0.00% 0.00

e). 4166.90Over head charges & Contractors profit @12.50%- 12.50% 520.86

Rate per cum = a+b+c+d+e+f Rs 4687.7621

Unit = mTaking output = 7.5 m (3 pipes of 2.5 m length each)

i) 1000 mm dia

Mate day -Mason (1st Class) day 0.25 367.50 91.88Mazdoor (Unskilled) day 2.09 294.00 614.46Add 0% MAA / AA 0% 0.00Laying & fixing of Pipes with colors in position including lifting, aligning etc., rm

b) MaterialSand at site cum 0.04 1086.78 43.47Cement at site t 0.03 6090.00 182.70RCC pipe NP3 pipe m 7.50 6741.95 50564.61RCC pipe NP3 collar at site nos 2 1135.52 2271.05c). 53768.17Over head charges & Contractors profit @12.50%- 12.50% 6721.02Cost for 7.5 m = a+b+c 60489.19Rate per m = (a+b+c)/7.5 8065.23Rate per m Rs. 8065.23

ii) 900 mm dia


b) MaterialSand at site cum 0.018 1086.78 19.56Cement at site t 0.024 6090.00 146.16RCC pipe NP3 pipe m 7.50 5442.61 40819.55

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

RBR-PCVT-3

Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design.Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1106 MORD ,including overhead charges & Contractors profit

a) Labour

a) Labour


RCC pipe NP3 collar at site nos 2.00 908.99 1817.97c). 43225.87Over head charges & Contractors profit @12.50%- 12.50% 5403.23Cost for 7.5 m = a+b+c 48629.10Rate per m = (a+b+c)/7.5 6483.88Rate per m Rs. 6483.88

iii) 600 mm dia


Deduct 20% for 600 mm dia pipes 0.00b) MaterialSand at site cum 0.024 1086.78 26.08Cement at site t 0.018 6090.00 109.62RCC pipe NP3 pipe m 7.50 2659.12 19943.41RCC pipe NP3 collar at site nos 2.00 455.89 911.78c). 21413.52Over head charges & Contractors profit @12.50%- 12.50% 2676.69Cost for 7.5 m = a+b+c 24090.21Rate per m = (a+b+c)/7.5 3212.03Rate per m Rs. 3212.03

22

CASE I : Using Concrete Mixer Unit = cum(a) MaterialCement t 0.347 6090.00 2113.23Coarse sand cum 0.45 1086.78 489.0520 mm aggregate cum 0.54 2207.25 1191.9110 mm aggregate cum 0.36 1776.75 639.63Water kl 1.2 94.50 113.40(b) Labour Mate day -Mason (1st Class) day 0.1 367.50 36.75Mazdoor (Unskilled) day 1.39 294.00 408.66Add 0% MAA / AA 0% 0.00(c) Machinery

a) Labour

RBR-FNDN-4

Providing concrete for reinforced concrete M 20 grade (Design Mix) in open foundations using 20 & 10 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 ,including overhead charges & Contractors profit . -For Raft, ramps Foundations

R.C.C grade M 20 (Design Mix) using 20 mm Graded Metal (MORTH) -For Raft, ramps Foundations


Concrete mixer 0.4/0.28 cum capacity 0.4 438.27 175.31

Generator 33 KVA hour 0.4 758.74 303.495471.43

(d) Formwork @ 4% on (a+b+c) 4.00% 218.86f) . 5690.29Over head charges & Contractors profit @12.50%- 12.50% 711.29Rate per cum = a+b+c+d+e+f+g Rs 6401.58

23

Unit = t(a) MaterialHYSD bars including 5 per cent for laps and wastage t 1.05 43575.00 45753.75Binding wire kg 6.00 73.50 441.00

Mate day -Blacksmith/ Rod Binder day 2.00 336.00 672.00Mazdoor (Unskilled) day 6.40 294.00 1881.60

c). 48748.35Over head charges & Contractors profit @12.50%- 12.50% 6093.54Rate per t = a+b+c Rs 54841.89

24

Unit = cum

Unit = cum(a) MaterialCement t 0.275 6090.00 1674.75Coarse sand cum 0.480 1086.78 521.6540 mm aggregate cum 0.480 1687.50 810.0020 mm aggregate cum 0.240 2207.25 529.7410 mm aggregate cum 0.080 1776.75 142.14

hr / cum

RBR-FNDN-4

Supplying, fitting, and placing HYSD bar reinforcement in foundation complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MORD / 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including overhead charges & Contractors profit .

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

RBR-FNDN-4

Providing concrete for plain concrete M15 ( Nominal mix) in open foundations using 40,20 & 10mm 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 ,including overhead charges & Contractors profit for Foundations

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

P.C.C grade M 15 ( Nominal mix ) MORTH ( for Abutments, Piers, cut-off walls below Bed Level


Water kl 1.2 94.50 113.40(b) Labour Mate day -Mason (1st Class) day 0.100 367.50 36.75Mazdoor (Unskilled) day 1.390 294.00 408.66Add 0% MAA / AA 0% 0.00(c) MachineryConcrete mixer 0.4/0.28 cum capacity hour 0.400 438.27 175.31Generator 33 KVA hour 0.000 758.74 0.00

4412.40(d) Formwork @ 4% on cost of material, labour and machinery (a+b+c) 4.00% 176.50

e). 4588.90Over head charges & Contractors profit @12.50%- 12.50% 573.61Rate per cum = a+b+c+d+e+f Rs 5162.51

25

For height up to 5 mUnit = cum

Unit = cum(a) MaterialCement t 0.275 6090.00 1674.75Coarse sand cum 0.480 1086.78 521.6540 mm aggregate cum 0.480 1687.50 810.0020 mm aggregate cum 0.240 2207.25 529.7410 mm aggregate cum 0.080 1776.75 142.14Water kl 1.2 94.50 113.40(b) Labour Mate day -Mason (1st Class) day 0.100 367.50 36.75Mazdoor (Unskilled) day 1.390 294.00 408.66Add 0% MAA / AA 0% 0.00(c) MachineryConcrete mixer 0.4/0.28 cum capacity hour 0.400 438.27 175.31Generator 33 KVA hour 0.000 758.74 0.00

4412.40(d) Formwork @ 10% on cost of material, labour and machinery (a+b+c) 10.00% 441.24

e). 4853.64Over head charges & Contractors profit @12.50%- 12.50% 606.71Rate per cum = a+b+c+d+e+f Rs 5460.35

RBR-SBST-5

Plain cement concrete M15grade (Nominal mix) using 40,20 & 10mm HBG metal mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & Contractors profit . for Abutments, Piers, cut-off walls above Bed Level



P.C.C grade M15 (Nominal mix) MORTH for Abutments, Piers, cut-off walls above Bed Level


26

Unit = t(a) Material

t 1.05 43575.00 45753.75

Binding wire kg 6.00 73.50 441.00(b) Labour for cutting, bending, tying and placing in position

Mate day -Blacksmith/ Rod Binder day 2.00 336.00 672.00Mazdoor (Unskilled) day 6.84 294.00 2010.96Add 0% MAA / AA 0% 0.00c). 48877.71Over head charges & Contractors profit @12.50%- 12.50% 6109.71Rate per t = a+b+c Rs 54987.42

27

CASE I : Using Concrete Mixer Unit = cum

(i) Height up to 5m

(a) MaterialCement t 0.347 6090.00 2113.23Coarse sand cum 0.45 1086.78 489.0520 mm aggregate cum 0.54 2207.25 1191.9110 mm aggregate cum 0.36 1776.75 639.63Water kl 1.2 94.50 113.40(b) Labour Mate day 0.06 336.00 20.16Mason (1st Class) day 0.1 367.50 36.75Mazdoor (Unskilled) day 1.33 294.00 391.02Add 0% MAA / AA 0% 0.00(c) MachineryConcrete mixer 0.4/0.28 cum capacity hr / cum 0.4 438.27 175.31Generator 33 KVA hour 0.4 758.74 303.49

5473.95(d) Formwork @ 10% on (a+b+c) 10.00% 547.40e). 6021.35Over head charges & Contractors profit @12.50%- 12.50% 752.67Rate per cum = a+b+c+d+e+f Rs 6774.02

(ii) Height 5m to 10 m

(a) Material

RBR-SBST- 6

Supplying, fitting, and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202,1005MORD / 1600 &2200 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including overhead charges & Contractors profit but excluding VAT

HYSD bars including 5 per cent for laps and wastage Fe 415

RBR-SBST-5

Providing concrete for reinforced concrete M 20 grade (Design Mix) in Sub structure using 20 & 10 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 ,including overhead charges & Contractors profit .

R.C.C grade M 20 (Design Mix) using 20 mm Graded Metal (MORTH) -For Ramp body walls


Cement t 0.347 6090.00 2113.23Coarse sand cum 0.45 1086.78 489.0520 mm aggregate cum 0.54 2207.25 1191.9110 mm aggregate cum 0.36 1776.75 639.63Water kl 1.2 94.50 113.40(b) Labour Mate day 0.06 336.00 20.16Mason (1st Class) day 0.1 367.50 36.75Mazdoor (Unskilled) day 1.33 294.00 391.02Add 0% MAA / AA 0% 0.00(c) MachineryConcrete mixer 0.4/0.28 cum capacity hr / cum 0.4 438.27 175.31Generator 33 KVA hour 0.4 758.74 303.49

5473.95(d) Formwork @ 12% on (a+b+c) 12.00% 656.87

2.00% 109.48

6240.30f). Over head charges & Contractors profit @12.50%- 12.50% 780.04

Rate per cum = a+b+c+d+e+f+g Rs 7020.3428

CASE I : Using Concrete Mixer Unit = cum

(i) Height up to 5m

(a) MaterialCement t 0.403 6090.00 2454.27Coarse sand cum 0.45 1086.78 489.0520 mm aggregate cum 0.54 2207.25 1191.9110 mm aggregate cum 0.36 1776.75 639.63Water kl 1.2 94.50 113.40(b) Labour Mate day 0 336.00 0.00Mason (1st Class) day 0.1 367.50 36.75Mazdoor (Unskilled) day 1.39 294.00 408.66Add 0% MAA / AA 0% 0.00(c) MachineryConcrete mixer 0.4/0.28 cum capacity 0.4 438.27 175.31

Generator 33 KVA hour 0.4 758.74 303.495812.47

(d) Formwork @ 10% on (a+b+c) 10.00% 581.25e). 6393.72Over head charges & Contractors profit @12.50%- 12.50% 799.22Rate per cum = a+b+c+d+e+f Rs 7192.94

(e) Add on cost of material, Labour and machinery excluding formwork to cater for extra lift

RBR-SBST-5

Providing concrete for reinforced concrete M 25 grade (Design Mix) in Sub Structure using 20 & 10 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 ,including overhead charges & Contractors profit -For Bed Blocks

R.C.C grade M 25 (Design Mix) using 20 mm Graded Metal -For Bed Blocks

hr / cum


29

Taking output = 30 Nos

CM (1:3)

Sand for mortar Cum 1.050 1086.78 1141.12Cement mt 0.480 6090.00 2923.20Mazdoor (Unskilled) day 0.200 294.00 58.80 Sub Analysis 4123.12(a) Material

m 31.500

286.179014.26

MS clamps Nos. 30 0.00 0.00Collar for AC pipe (average taking 10% of above pipe rate) 10.00% 286.17 28.62Cement mortar 1:3 (For rate refer to item 11.5 I) cum 0.050 4123.12 206.16(b) Labour

Mate day -

Mason 1st Class day 0.500 367.50 183.75Mazdoor (Unskilled) day 0.280 294.00 82.32Add 0% MAA / AA 0% 0.00


10704.50Rate per Each = a+b+c+d Rs 356.82

30

Unit = cum

Taking output = 10 cum

Granular material

(a) Material

Granular material cum 12.000 453.63 5443.52(b) Labour

Mate day -

Mazdoor (Unskilled) day 7.280 294.00 2140.32Add 0% MAA / AA 0% 0.00(c) Machinery

Plate compactor / power rammer hour 2.500 0.00

RBR-SBST-9

Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 MORD / 2706 & 2200 MORTH.,including overhead charges & Contractors profit .

Unit = Nos Sub Analysis

AC pipe 100 mm dia including wastage @ 5 per cent. Average length of weep hole is taken as one metre for the purpose of estimating

Note in MORTH : 1. In case of stone masonry, the size of the weep hole shall be 150 mm x 80 mm or circular with 150 mm diameter.

2. For structure in stone masonry, the weep holes shall be deemed to be included in the item of stone masonry work and shall not be paid separately.

RBR-SBST-10

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 ,including overhead charges & Contractors profit


Water Tanker of 6 KL capacity hour 0.050 655.20 32.767616.60

d). Over head charges & Contractors profit @12.50%- 12.50% 952.08Rate per 10 cum = a+b+c+d 8568.68Rate per 1 cum = 856.87Rate per cum = (a+b+c+d+e ) Rs 856.87

31

Unit = cum


Granular material

(a) Material

Filtermedia ( 50% sSoling stone +50% 40mm metalSoling stone of 150 mm size of granite, trap and Dolamite varieties. cum 6.000 930.33 5581.95

40-45mm HBG metal cum 6.000 1687.50 10124.97(b) Labour

Mate day -

Mazdoor (Unskilled) day 7.320 294.00 2152.08Mazdoor (skilled) day 1.000 294.00 294.00Add 0% MAA / AA 0% 0.00(c) Machinery

Water Tanker of 6 KL capacity hour 0.060 655.20 39.3118192.31

d). Over head charges & Contractors profit @12.50%- 12.50% 2274.04Rate per 10 cum = a+b+c+d 20466.35Rate per 1 cum = 2046.63Rate per cum = (a+b+c+d+e ) Rs 2046.63

32

Unit =cum(i) Height up to 5mCase I : Using Concrete Mixer.(a) MaterialCement t 0.40 6090.00 2436.00Coarse sand cum 0.45 1086.78 489.0520 mm aggregate cum 0.54 2207.25 1191.9110 mm aggregate cum 0.36 1776.75 639.63

RBR-SBST-11

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH ,including overhead charges & Contractors profit .

RBR-SPST-1

Providing and laying reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm HBG metalmechanically mixed in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700 MORTH ,including overhead charges & Contractors profit .

R.C.C M 25 Grade (Design Mix) For Deck Slabs, guide stones


Water kl 1.2 94.50 113.40(b) Labour Mate day -Mason (1st Class) day 0.10 367.50 36.75Mazdoor (Unskilled) day 1.39 294.00 408.66Add 0% MAA / AA 0% 0.00c) MachineryConcrete mixer 0.4/0.28 cum capacity H/cum 0.40 438.27 175.31Generator 33 KVA hour 0.40 758.74 303.49

5794.20d) For formwork and staging refer to sub-item I (B) case I above

e) Formwork and staging of (a+b+c) 20.00% 1158.846953.04

f). Over head charges & Contractors profit @12.50%- 12.50% 869.13


Unit = t(a) MaterialHYSD bars including 5 per cent for laps and wastage t 1.05 43575.00 45753.75

Binding wire kg 8.00 73.50 588.00(b) Labour for cutting, bending, tying and placing in position

Mate day -Blacksmith/ Rod Binder day 3.00 336.00 1008.00Mazdoor (Unskilled) day 8.44 294.00 2481.36Add 0% MAA / AA 0% 0.00c). 49831.11Over head charges & Contractors profit @12.50%- 12.50% 6228.89Rate per t = a+b+c Rs 56060.00

34

Unit = cum For Wearing coarse over Deck slab

(a) MaterialCement t 0.407 6090.00 2478.63Sand cum 0.45 1086.78 489.0520 mm aggregate cum 0.54 2207.25 1191.9110 mm aggregate cum 0.36 1776.75 639.63

t 0.075 0.00 0.00

Water kl 1.2 94.50 113.40

RBR-SPST-2

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MORD / 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including overhead charges & Contractors profit

RBR-SPST-5

Providing and laying cement concrete wearing course M 30 grade using HBG metal excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 MORD and 2702 MORTH ,including overhead charges and contractors profit.

HYSD bar reinforcement including binding wire (Rate as per item 13.2) except OH & CP


(b) Labour Mate day -Mason (1st Class) day 0.10 367.50 36.75Mazdoor (Unskilled) day 1.39 294.00 408.66Mazdoor (Unskilled) for cleaning deck slab concrete surface day 0.15 294.00 44.10Add 0% MAA / AA 0% 0.00c) MachineryConcrete mixer 0.4/0.28 cum capacity hour 0.40 438.27 175.31Generator 33 KVA. hour 0.40 758.74 303.49

5880.93(d) Formwork @ 3% of cost of concrete 3.00% 176.43

6057.36e). Over head charges & Contractors profit @12.50%- 12.50% 757.17

6814.53Rate per cum = a+b+c+d+e+f Rs 6814.53

35

Unit = Running m

Taking output = 4x12 m

Span = 48 m

(a) M 25 grade R.C.C.

No. of vertical posts = (6+1) 4 = 28 nosCross-sectional area of vertical post = 0.25x0.275 = 0.069 sqm

Concrete in vertical posts = 0.069x28x1.00 = 1.932 cum

Hand rail in 3 tiers = 3x48 = 144 m

Cross-sectional area = 0.17x0.175 = 0.03 sqm

Concrete in hand rails = 0.03 x 144 = 4.32 cum

Total concrete = 1.932+4.32 = 6.252 cum cum 6.252 6388.32 39939.78(b) HYSD bar reinforcement (Rate as per item 13.2) t 1.36 49831.11 67770.31

107710.09

c). Over head charges & Contractors profit @12.50%- 12.50% 13463.76Cost for 48 m = (a+b+c ) 121173.85

Rate per m = (a+b+c )/48 Rs 2524.46Sub Analysis for Rate of Concrete

(a) Material

Cement t 0.40 6090.00 2436.00Coarse sand cum 0.45 1086.78 489.0520 mm aggregate cum 0.54 2207.25 1191.9110 mm aggregate cum 0.36 1776.75 639.63Water kl 1.2 94.50 113.40(b) Labour

Mate day

Mason (1st Class) day 0.12 367.50 44.10Mazdoor (Unskilled) day 2.09 294.00 614.46Add 0% MAA / AA 0% 0.00

RBR-SPST-7

Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 MORD. ,including overhead charges and contractors profit .


c) Machinery

Concrete mixer 0.4/0.28 cum capacity hour 0.40 438.27 175.315703.86

d). Formwork @ 12% 12.00% 684.46Total (a+b+c+d) 6388.32Rate per cum = a+b+c+d+e+f Rs 6388.32

36

(i)

Unit = cum

(a) Material

Cement t 0.275 6090.00 1674.75Coarse sand cum 0.48 1086.78 521.6540 mm aggregate cum 0.54 1687.50 911.2520 mm aggregate cum 0.27 2207.25 595.9610 mm aggregate cum 0.09 1776.75 159.91Water kl 1.2 94.50 113.40(b) Labour

Mate day -

Mason (1st Class0 day 0.10 367.50 36.75Mazdoor (Unskilled) day 1.39 294.00 408.66Add 0% MAA / AA 0% 0.00c) Machinery

Concrete mixer 0.4/0.28 cum capacity hour 0.40 438.27 175.31Generator 33 KVA. hour 0.40 758.74 303.49

4901.13f). Over head charges & Contractors profit @12.50%- 12.50% 612.64


37

Unit = 1 cum For Approach Slab


a) Materialcum 1.00 5836.83 5836.83

b). cum 2.00% 5836.83 116.74

c). t 0.05 0.00 0.00

5953.57d). Over head charges & Contractors profit @12.50%- 12.50% 744.20

6697.77Rate per cum = a+b+c+d+e Rs 6697.77

RBR-SPST-12

P.C.C. M 15 ordinary grade (1:2.5:5) leveling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 MORD & 2700 MORTH ,including overhead charges and contractors profit .

Nominal mix (1:2.5:5) / PCC M 15 using Concrete Mixture leveling course below approach slab

RBR-SPST-13

Reinforced cement concrete M-30 Grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification Clause 800, 1211 MORD / 1500, 1600, 1700 & 2704 MORTH ,including overhead charges and contractors profit .

Cement concrete M30 Grade Refer relevant item of concrete in item 1(III) by using batching plant, excluding steel formwork i.e. per cum basic cost (a+b+c) (Excluding OH & CP, steel cost,deck slab cleaning ) asper Item no : 34

Form Work : Refer relevant item of concrete in item No. 1(III) except that form work may be added at the rate of 2 per cent of cost against 3.5 per cent provided in the foundation concrete.

HYSD bar reinforcement Rate as per item No:33 (Excluding OH&CP)


38 Filler Joint

(III) (A)

Unit = Running m

Taking output = 7.5 m

(a) Material

Premoulded joint filler 20 mm thick and 300 mm deep sqm 2.25 830.55 1868.74

(b) Labour

Mate day -

Mazdoor (Unskilled) day 0.14 294.00 41.16Mazdoor (Skilled) day 0.07 294.00 20.58Add 0% MAA / AA 0% 0.00


Cost for 1.00 m = a+b+c Rs 289.5739 Filler Joint sealing

Unit = Running m

Taking output = 7.5 m

00 mm wide x 10 mm deep recess

(a) Material

Sand cum 0.008 1086.78 8.69Volume = 7.5 x 0.1 x 0.01 = 0.008 cum

Weight = 0.008 x 1400 = 11.2 kg

Bitumen-11.2 x 0.06 = 0.672 kg 60/70 (cost+convy) t 0.0007 50,085.83 35.06(b) Labour

Mate day -

Mazdoor (Unskilled) day 0.52 294.00 152.88Mazdoor (Skilled) day 0.10 294.00 29.40Add 0% MAA / AA 0% 0.00


Cost for 1.00 m = a+b+c Rs 33.9040

Unit = cum

(a) Material

RBR-SPST-17

Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing and technical specifications MORD ,including overhead charges and contractors profit .

RBR-SPST-17

(IV) (A)

Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight MORD ,including overhead charges and contractors profit .

RBR-PTWK-1

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 / 40 kg laid dry complete as per drawing and technical specifications Clause 1301 MORD / 2503 MORTH ,including overhead charges and contractors profit .


Stone boulder (25 kg / 40 Kg minimum) cum 1.00 994.38 994.38Stone spalls cum 0.20 930.33 186.07(b) Labour

Mate day 0.00 0.00Mason 1st Class day 0.35 367.50 128.63Mazdoor (Unskilled) day 0.79 294.00 232.26Add 0% MAA / AA 0% 0.00


1734.01Rate per cum = a+b+c+d Rs 1734.01

41

Unit = cum

(a) Material

Jeddy Stone (Including small stone for wedging) cum 1.20 1027.98 1233.57

(b) Labour

Mate day 0.00 0.00 0.00Mason 1st Class day 0.35 367.50 128.63Mazdoor (Unskilled) day 1.05 294.00 308.70Add 0% MAA / AA 0% 0.00


1879.76Rate per cum = a+b+c+d Rs 1879.76

RBR-PTWK-1

Jeddy Stone Dry Packing for Aprons and Revetments Section 1300 MORD ,including overhead charges and contractors profit .

RBR-TSRA

TRAFFIC SIGNS, MARKINGS AND OTHER ROAD APPURTENANCESProviding B.T on R/F _________________________________________________________

Index-codeS. No Description Unit Quantity Rate Rs. Amount Rs.

1 2 3 4 5 6Allowances Made

Over heads & Contractor's Profit 12.50%Add 0% MAA / AA 0.00%

Sub Analysis42

Unit = t(a) Material

t 1.05 43575.00 45753.75

Binding wire kg 6.00 73.50 441.00

Mate day -Blacksmith day 2.00 336.00 672.00Mazdoor (Unskilled) day 6.40 294.00 1881.60Add 0% MAA / AA 0.00% 0.00c&d) Overheads & Contractors Profit 0.00% 0.00Rate per t = a+b+c+d 48748.35

43

Ordinary soilManual means

i Upto 3 m depthUnit = cumTaking output = 10 cum

Mate day -Mazdoor (Unskilled) day 3.64 294.00 1070.16

Add 0% MAA / AA 0.00% 0.00Seignorage Charges for earth cum 10.00 0.00 0.00

1070.16

Rate per cum = /10 107.02

For Road Furniture Items

RBR-FNDN-7

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 MORD & 1100, 1600 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded.

HYSD bars including 5 per cent for overlaps and wastage

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

RBR-FNDN-1

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 ,including overhead charges & Contractors profit .

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

a) Labour

E19

singh: Sub Analysis ,hence OHCP not included

RBR-TSRA


1 2 3 4 5 644

For height upto 5 mUnit = cumP.C.C grade M 15Nominal mix (1:2.5:5) using CC Mixer (MORD)

Unit = cum(a) MaterialCement t 0.275 6090.00 1674.75Coarse sand cum 0.480 1086.78 521.6540 mm aggregate cum 0.480 1687.50 810.0020 mm aggregate cum 0.240 2207.25 529.7410 mm aggregate cum 0.080 1776.75 142.14(b) Labour Mate day -Mason (1st Class) day 0.100 367.50 36.75Mazdoor (Unskilled) day 1.390 294.00 408.66Add 0% MAA / AA 0.00% 0.00(c) MachineryConcrete mixer 0.4/0.28 cum capacity hour 0.400 438.27 175.31

4.00% 171.96

4470.96e&f) Overheads & Contractors Profit 0.00% 0.00

Rate per cum = a+b+c+d+e+f 4470.9645

P.C.C grade M 10Nominal mix 1:3:6Unit = cum(a) MaterialCement t 0.22 6090.00 1339.80

Coarse sand cum 0.45 1086.78 489.05

40 mm aggregate cum 0.90 1687.50 1518.75

Water kl 1.20 94.50 113.40

(b) Labour Mate day -Mason (1st Class) day 0.10 367.50 36.75

Mazdoor (Unskilled) day 1.39 294.00 408.66

Add 0% MAA / AA 0.00% 111.3525

(c) Machinery

RBR-FNDN-4

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



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

RBR-FNDN-4

Providing concrete for plain concrete M 10 grade 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 ,including overhead charges & Contractors profit .

RBR-TSRA


1 2 3 4 5 6hour 0.40 438.27 175.31

Water tanker 6 kl capacity hour 0.13 655.20 85.184278.25

e&f) Overheads & Contractors Profit 0.00% 0.00

Rate per cum = a+b+c+d+e+f 4278.25

46 Printing New Letters and Figures of any Shade

(ii) English and Roman

Unit = per cm height per letter

Mate day -Painter 1st Class day 1.25 420.00 525.00Painter Assistant dayMazdoor (Unskilled) day 0.57 294.00 167.58Add 0% MAA / AA 0.00% 0.00b) MaterialPaint litre 0.50 241.50 120.75c&d) Overheads & Contractors Profit 0.00% 0.00Cost for 1600 cm = a+b+c+d 813.33Rate per cm height per letter = (a+b+c+d)/1600 0.51

ROAD FURNITURE MAIN ANALYSIS47 Traffic Signs

B Semi Reflective Traffic Signs

Unit = EachTaking output = one traffic sign(i) Excavation for foundationAs per item No. 1 of Chapter 11 cum 0.126 107.02 13.48(ii) Cement concrete M15 grade

As per item No. 4 (A) (iii) or (iv) of Chapter 11 cum 0.126 4470.96 563.34

As per item No. 9 of this Chapter sqm 0.46 96.64 44.45(a) labour (For fixing at site)Mate day -Mazdoor (Unskilled) day 0.26 294.00 76.44

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

RBR-TSRA-1 Printing new letter and figures of any shade with synthetic enamel paint black or any

other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 MORD / 801 MORTH

Hyphens, commas and the like not to be measured and paid for. Detail for 100 letters of 160 mm height, i.e. 1600 cm

a) Labour

RBR-TSRA-2

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47 mm x 47 mm 12 SWG sheet tube firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 MORD

(iii) Painting two coats including prime coat on concrete surface with Epoxy Paint as per specifications

RBR-TSRA


1 2 3 4 5 6Add 0% MAA / AA 0.00% 0.00b) MaterialSupport of M.S. Sheet tube(I) 47 mm x 47 mm x 12 SWG Sheet 3050 mm long kg 12.40 45.15 559.86

kg 1.06 45.15 47.86

18.23

(0.36 Sqm. X 0.0015X7850 Kg/cum) Kg 4.24 45.15 191.39(vi) 600 mm x 600 mm square sqm 0.36(c) MachineryTractor with trolley hour 0.08 435.75 34.86d&e) Overheads & Contractors Profit 12.50% 193.74

Rate per traffic sign = (i+ii+iii+a+b+c+d+e) 1743.65

48 Direction and Place Identification signs upto 0.9 sqm size board

B Semi-Reflective Traffic signs

Unit = eachTake Output = 0.9 sqm(i) Excavation for foundationAs per item No. 1 of Chapter 11 cum 0.126 107.02 13.48(ii) Cement concrete M15 grade

As per item No. 4 (A) (iii) or (iv) of Chapter 11 cum 0.126 4470.96 563.34

As per item No.9 of Chapter 10 sqm 0.59 96.64 57.02(a) labour (For fixing at site)

(II) Angle iron 50 x 50 x 6 mm for hold fast including 5% wastage

Add 3% cost of MS Sheet tube 12 SWG and angle irons towards the cost of fabrication, drilling holes, nuts and bolts etc.

(III) 1.5 mm thick M.S. Sheet duly painted with stove enameled paint including lettering, signs, border, message with reflective tape of engineering grade required size, shade and colour as per Technical

Note : 1. Any one area of M.S. Sheet given at (i) to (viii) may be adopted as per site requirement and in accordance with IRC-67.

2. The rate for excavation, cement concrete M-15, and painting may be taken from respective Chapters.

3. The depth of foundation and quantity of cement in the foundation are indicative. These may be increased for areas having higher wind velocities like in coastal area. This is applicable to all road signs and direction boards.

RBR-TSRA-3

Direction and place identification signs up to 0.9 sqm size board

Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. supported and welded on 47 mm x 47 mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 MORD.

(iii) Painting on M.S. tube post with primer and two coat of epoxy paint as per specifications

RBR-TSRA


1 2 3 4 5 6Mate day -Mazdoor (Unskilled) day 0.26 294.00 76.44Add 0% MAA / AA 0.00% 0.00b) Material(i) Support of MS sheet tube47 mm x 47 mm of 12 SWG sheet 3050 mm long kg 12.40 45.15 559.86

kg 1.06 45.15 47.86

sqm 0.90

(0.9 Sqmx0.002 mx7850 kg/cum) Kg 14.13 45.15 637.97

19.14

(c) MachineryTractor with trolley hour 0.08 435.75 34.86d&e) Overheads & Contractors Profit 12.50% 251.25

Cost for 0.9 sqm = (i+ii+iii+a+b+c+d+e) 2261.22

2512.46

49 Painting Two Coats on New Concrete Surfaces

i


Mate day -Painter (1st Class) day 3.00 420.00 1260.00Painter Assistant dayMazdoor (Unskilled) day 2.20 294.00 646.80Add 0% MAA / AA 0.00% 476.70b) MaterialCement Primer as per specifications litre 3.00 140.70 422.10Paint conforming to requirement of Clause 1701.3.8 litre 6.00 241.50 1449.00

Filling Material on Paint Costc&d) Overheads & Contractors ProfitCost for 40 sqm = a+b+c+d 4254.60Rate per sqm = (a+b+c+d)/40 106.37

(ii) Angle iron 50 x 50 x 6 mm for lugs including 5% wastage

(iii) 2 mm thick MS sheet strengthened by 25 mm x 5 mm MS flat iron & painted with stove enameled paint including lettering, signs, message, border with reflective tape of engineering grade of required shade and colour as per Technical Specifications.

Add 3% cost of MS sheet angle iron towards the cost of fabrications, drilling, holes, nuts, bolts etc.

Rate per sqm (for sign having area upto 0.9 sqm) = (i+ii+iii+a+b+c+d+e)/0.90

RBR-TSRA-6

Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701MORD.

a) Labour

Add for scaffolding @ 1 per cent of labour cost where required

RBR-TSRA


1 2 3 4 5 650 Painting on Concrete/Steel Surfaces with Epoxy


Mate day -Painter (1st Class) day 0.60 420.00 252.00Mazdoor (Unskilled) day 0.65 294.00 191.10Add 0% MAA / AA 0.00% 110.78b) MaterialEpoxy primer / Red-oxide litre 0.60 120.75 72.45Epoxy paint litre 1.25 268.80 336.00

4.08

c&d) Overheads & Contractors ProfitCost for 10 sqm = a+b+c+d 966.41Rate per sqm = (a+b+c+d)/10 96.64

51 Kilometre Stone

(i) 5th Kilometre Stone (precast)Unit = eachTaking output = 6 Nos.a) M-15 grade of concreteAs per item No. 5 (i) or (ii) of Chapter 12 cum 2.35 4470.96 10506.76b) Steel reinforcement @ 5 kg per sqmAs per item No. 6 of Chapter 12 kg 22.08 48.75 1076.36

c) Excavation in soil for foundation

As per item No. 1 of Chapter 11 cum 1.68 107.02 179.79

d) Painting two coats on concrete surfaceAs per item No.5 of Chapter 10 sqm 9.85 106.37 1047.70

As per item No. 1 of Chapter 10 1800.00 0.51 915.00

Transportation and fixing

Mate day -Mason (1st Class) day 0.60 367.50 220.50Mazdoor (Unskilled) day 6.26 294.00 1840.44Add 0% MAA / AA 0.00% 0.00g) Machinery50 HP Tractor with trolley hour 6.00 435.75 2614.50h&i) Overheads & Contractors Profit 12.50% 2300.13

Rate for each 5th km stone = j/6 3450.20

(ii) Ordinary Kilometer Stone (Precast)

RBR-TSRA-9

Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 MORD

a) Labour

Add @ 1 per cent on cost of material for scaffolding wherever required

RBR-TSRA-13

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH

e) lettering on km post (average 30 letters of 10 cm height each)

per cm high per letter

f) Labour

j )Cost for 6 Nos. 5th km stone = a+b+c+d+e+f+g+h+i

RBR-TSRA


1 2 3 4 5 6Unit = eachTaking output = 14 Nos.a) M-15 grade of concreteAs per item No. 5 (i) or (ii) of Chapter 12 cum 3.77 4470.96 16855.52b) Steel reinforcement @ 5 kg per sqmAs per item No. 6 of Chapter 12 kg 26.32 48.75 1283.06

c) Excavation in soil for foundationAs per item No. 1 of Chapter 11 cum 2.77 107.02 296.45d) Painting two coats on concrete surfaceAs per item No.5 of Chapter 10 sqm 11.41 106.37 1213.62




28841.32Rate for each ordinary km stone = j/ 14 2060.09200 m / Hectometer stone (precast)Unit = eachTaking output = 33 Nos.a) M-15 grade of concreteAs per item No. 5 (i) or (ii) of Chapter 12 cum 1.58 4470.96 7064.12b) Steel reinforcement @ 5 kg per sqmAs per item No. 6 of Chapter 12 kg 66.00 48.75 3217.39c) Excavation in soil for foundationAs per item No. 1 of Chapter 11 cum 1.39 107.02 148.76d) Painting two coats on concrete surfaceAs per item No.5 of Chapter 10 sqm 6.27 106.37 666.91




18662.22

Rate for each 200 m stone = j / 33 565.52

e) lettering on km post (average 12 letters of 10 cm height each)


f) Labour

j) Cost for 14 Nos. ordinary km stone = (a+b+c+d+e+f+g+h+i)

(iii)

e) lettering on km post (average 1 letter of 10 cm height each)


f) Labour

j) Cost for 33 Nos. 200 m stone = (a+b+c+d+e+f+g+h+i)

RBR-TSRA


1 2 3 4 5 652 Providing and Fixing 'Logo' of PMGSY Project

Unit = EachTaking out put = one typical boardi) Excavation for foundation As per item No. 1 of Chapter 11 cum 0.252 107.02 26.97(ii) Cement Concrete M15 gradeAs per item No. 4 (A) (iii) or (iv) of Chapter 11 cum 0.252 4470.96 1126.68

2x2.05x.30 = 1.231x1.10x188 = 0.21As per item no. 9 of Chapter 10 sqm 1.80 96.64 173.95

Logo Border 60x4x5 = 1200 per cm height per letterFigure 60x10 = 600 per cm height per letterMiddle plate words 28x5 = 140 per cm height per letter

Bottom plate border 150x2x5 = 1500 per cm height per letter

Words 101x2.5 = 252.5Words 80x3 = 240.00Total (4532.5 per cm height per letter)As per item No. 1 of Chapter 10 4532.50 0.51 2304.01

a) Labour (for fixing at site)Mate day -Mazdoor (Unskilled) day 0.78 294.00 229.32Add 0% MAA / AA 0.00% 0.00b) Material

kg 63.15 45.15 2851.22

kg 4.47 45.15 201.82

Angle iron 50mm x 50mm x 5 mm for lugs kg 2.12 45.15 95.72

sqm 1.44

(1.44 sqmx0.0016mx7850 kg/cum) Kg 18.09 45.15 816.76118.97

c) MachineryTractor with trolley hour 0.24 435.75 104.58d&e) Overheads & Contractors Profit 12.50% 1006.25

Cost for one Board= (i+ii+iii+iv+a+b+c+d+e) 9056.25

The Data for items sl.no 1 to 52 ( Fifty two items ) only are approved

RBR-TSRA-20 Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications

and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be we welded with MS angle irone frame of 25 mm x 25 mm x 5 mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75 mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450 mm x 450 mm x 600 mm, 600 mm below ground level. The top most diamond plate will be welded to middle plate by 47 mm x 47mm of 12 SWG sheet tube. All M.s. will be stove enameled on both sides. Lettering and printing arrows, border etc., will be pointed with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 MORD

(iii) Painting on MS Steel tubes with primer and two coats of epoxy paint

(iv) Printing new letters and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade.

Bottom plate border 60x2x5 = 600 per cm height per letter

per cm height /

letter

2 nos. MS tubes 75mx75mm of 12 SWG sheet 2650 mm long1 No. MS tube 47mm x 47mm of 12 SWG 1100 mm long

1.6 mm thick MS sheet strengthened by 25mm x 5 MS flat iron on logo and middle plate angle iron 25mm x 25mm x 5mm on bottom plate painting with stove enameled paint on both sides as per MORD specifications

Add 3% cost of MS tube and angle iron towards the cost of fabrications, drilling holes, nuts, bolts, etc.

Labour, Materils Charges asper SSR-2013-14

Labour per

Mate day 320.00 40.00 0.00 360.00 18.00 378.00 336.00

day 280.00 35.00 0.00 315.00 15.75 330.75 294.00

Mason(1st class) day 350.00 43.75 0.00 393.75 19.69 413.44 367.50

day 320.00 40.00 0.00 360.00 18.00 378.00 336.00

Blacksmith day 320.00 40.00 0.00 360.00 18.00 378.00 336.00

Blasting charges cum 70.00 8.75 0.00 78.75 3.94 82.69 73.50

Stacking for metal and Stone 0.00

Stacking for earth, Sand and gravel 0.00

101.10 88.68 11.09 99.77 4.99 104.76 93.12

15.20 13.33 1.67 15.00 0.75 15.75 14.00

50.50 44.30 5.54 49.84 2.49 52.33 46.51

15.20 13.33 1.67 15.00 0.75 15.75 14.00

Seignrage charges

AP SSR RATE

(A)

OH&CP@ 12.50% on SSR rate

(B)

Scharges

(C)

sub Total(D) =

A+B+C

VAT @5% on Sub-total

(E)=(D) x 5%

Total cost with OH&CP,Schar

ges,VATF=

(D+E)

AP-SOR-13-14 Rate

G=F/1.125

Mazdoor (un-skilled)

Mason(2nd class)

Mechanical Loading and Un-Loadings including 14% OHCP

AP SSR RATE

(A)

SSR Rate

Withou 14%

OHCP (B)


(C)

sub Total(D) =B+C


(E)=(D) x 5%

Total cost with

OH&CP,Scharges,V

ATF=

(D+E)

AP-SOR-13-14 Rate

G=F/1.125

Mechanical Loading for metal & Stone

Mechanical Un-Loading for metal & Stone

Mechanical Loading for Sand & Gravel

Mechanical Un-Loading for Sand & Gravel

I12

rate not mentioned in SSR's- 2009-10 to 2012-12 , hence consodered as zero =0

I13

rate not mentioned in SSR's- 2009-10 to 2012-12 , hence consodered as zero =0

Earth/Gravel 22.00

Sand 40.00

Metal 50.00

Contractors & Overheads Profit: 12.50%

VAT: 5.00%

320 320.00

40 40.00

360 16.00

18

378.00 336.00 376.00

378

H25

singh: OHCP DEFINATION

H27

singh: VAT DEFINATION

Labour, Materils Charges asper SSR-2013-14

Labour 1

W.I with I.T.I day 400.00 50.00 0.00 450.00 22.50 472.50 420.00 2

Painter 1st Class day 400.00 50.00 0.00 450.00 22.50 472.50 420.00 3

Painter 2nd Class day 320.00 40.00 0.00 360.00 18.00 378.00 336.00 4

Bitumen Sprayer day 320.00 40.00 0.00 360.00 18.00 378.00 336.00 5

Surveyor day 500.00 62.50 0.00 562.50 28.13 590.63 525.00 6

7

8

9

Old rates SSR 2008-09 10

8.70 11

5.50 12

13

117.80 103.33 12.92 116.25 5.81 122.06 108.50

14

58.90 51.67 6.46 58.13 2.91 61.03 54.25

15

102.60 90.00 11.25 101.25 5.06 106.31 94.50

16

36.60 32.11 4.01 36.12 1.81 37.92 33.71

17

18

AP SSR RATE

(A)


(B)

Scharges

(C)

sub Total(D) =

A+B+C


(E)=(D) x 5%

Total cost with

OH&CP,Scharges,VA

TF=

(D+E)

AP-SOR-13-14

Rate G=F/1.125

Manual Loading and Un-Loadings including 14% OHCP

AP SSR RATE

(A)

SSR Rate Withou

14% OHCP

(B)


(C)

sub Total(D) =B+C


(E)=(D) x 5%

Total cost with

OH&CP,Scharges,VA

TF=

(D+E)

AP-SOR-13-14 Rate

G=F/1.125

Manual Loading Metal,stone

Manual unloading Metal ,stone

Manual Loading Sand, Gravel

Manual unloading Sand, Gravel

S1

singh: VAT% WITH NAGATIVE CHARGE WITH OHCP ( ie. Unloading the OHCP in advance) in order to avoid double loading in DATAS

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

Initial Rates

419.00 52.38 50.00 521.38 26.07 547.44 486.62 /Cum

456.00 57.00 50.00 563.00 28.15 591.15 525.47 /Cum

588.00 73.50 50.00 711.50 35.58 747.08 664.07 /Cum

944.00 118.00 50.00 1112.00 55.60 1167.60 1037.87 /Cum

588.00 73.50 50.00 711.50 35.58 747.08 664.07 /Cum

984.00 123.00 50.00 1157.00 57.85 1214.85 1079.87 /Cum

780.00 97.50 50.00 927.50 46.38 973.88 865.67 /Cum

656.00 82.00 50.00 788.00 39.40 827.40 735.47 /Cum

504.00 63.00 50.00 617.00 30.85 647.85 575.87 /Cum

308.00 38.50 50.00 396.50 19.83 416.33 370.07 /Cum

330.00 41.25 50.00 421.25 21.06 442.31 393.17 /Cum

Gravel 98.00 12.25 22.00 132.25 6.61 138.86 123.43 /Cum

Sand for blindage 285.00 35.63 40.00 360.63 18.03 378.66 336.58 /Cum

Bitumen as on 1-10-13 47289.79 5911.22 0.00 53201.01 2660.05 55861.06 49654.28 /mt

Emulsion (SS - 1) 36271.14 4533.89 0.00 40805.03 2040.25 42845.28 38084.70 /mt

Emulsion (RS - 1) 37907.35 4738.42 0.00 42645.77 2132.29 44778.06 39802.72 /mt

588.00 73.50 50.00 711.50 35.58 747.08 664.07 /Cum

984.00 123.00 50.00 1157.00 57.85 1214.85 1079.87 /Cum

AP SSR RATE

(A)


(B)

Scharges (C)

sub Total(D) =

A+B+C


(E)=(D) x 5%

Total cost with

OH&CP,Scharges,VA

TF=

(D+E)

AP-SOR-13-14 Rate

G=F/1.125

60-63 mm size HBG metal (IRC&MOST)

50 - 55 mm size HBG metal (IRC&MOST)



40-45 mm size HG M/C metal (IRC&MOST)



9.5-11.2 mm size HG M/C metal (IRC&MOST)

5-7 mm size HG M/c metal (IRC&MORTH)

2.36 mm to 5mm HBG M/C

2.36 mm down and Stone Chips

40 mm size HBG metal (SS 5)


780.00 97.50 50.00 927.50 46.38 973.88 865.67 /Cum

656.00 82.00 50.00 788.00 39.40 827.40 735.47 /Cum

Rough stone 225 mm thick 140.00 17.50 50.00 207.50 10.38 217.88 193.67 /Cum

Sand for Mortar 385.00 48.13 40.00 473.13 23.66 496.78 441.58 /CumCement 5800.00 725.00 0.00 6525.00 326.25 6851.25 6090.00 /mt

Steel - Fe-415 41500.00 5187.50 0.00 46687.50 2334.38 49021.88 43575.00 /mt

Quarry Rubbish 81.00 10.13 0.00 91.13 4.56 95.68 85.05 /Cum

6220.37 777.55 0.00 6997.92 349.90 7347.81 6531.39 /Rm

1000mm Dia Collar 1081.45 135.18 0.00 1216.63 60.83 1277.46 1135.52 /Rm

900mm Dia NP3 Class 5008.34 626.04 0.00 5634.38 281.72 5916.10 5258.76 /Rm

900mm Dia Collar 865.70 108.21 0.00 973.91 48.70 1022.61 908.99 /Rm

600mm Dia NP3 Class 2438.42 304.80 0.00 2743.22 137.16 2880.38 2560.34 /Rm

600mm Dia Collar 434.18 54.27 0.00 488.45 24.42 512.88 455.89 /Rm

300mm Dia NP3 Class 949.18 118.65 0.00 1067.83 53.39 1121.22 996.64 /Rm

300mm Dia Collar 148.03 18.50 0.00 166.53 8.33 174.86 155.43 /Rm

Binding wire 70.00 8.75 0.00 78.75 3.94 82.69 73.50 /kg

134.00 16.75 0.00 150.75 7.54 158.29 140.70

Epoxy primer/red oxide(lt) 115.00 14.38 0.00 129.38 6.47 135.84 120.75

Epoxy paint(lt) 256.00 32.00 0.00 288.00 14.40 302.40 268.80Synthetic enamel paint 230.00 28.75 0.00 258.75 12.94 271.69 241.50

Fevicol Adhesive 183.00 22.88 0.00 205.88 10.29 216.17 192.15285.00 35.63 0.00 320.63 16.03 336.66 299.25

156.00 19.50 50.00 225.50 11.28 236.78 210.47 /Cum

Earth work machinery rate 13.00 1.63 22.00 36.63 1.83 38.46 34.18

15.00 1.88 0.00 16.88 0.84 17.72 15.75 /sqm

MS Bars 45.50 5.69 0.00 51.19 2.56 53.75 47.78 /kg

Jute Rops 5.00 0.63 0.00 5.63 0.28 5.91 5.25Debonding Strips 9.00 1.13 0.00 10.13 0.51 10.63 9.45Polythene sheeting 0.50 0.06 0.00 0.56 0.03 0.59 0.52Plasticizer 75.00 9.38 0.00 84.38 4.22 88.59 78.75Joint Filler Board 791.00 98.88 0.00 889.88 44.49 934.37 830.55Water 90.00 11.25 0.00 101.25 5.06 106.31 94.50 ,/KL

Bituminous Mastic pad 869.00 108.63 0.00 977.63 48.88 1026.51 912.45 ,/sqm

AC Pipe Class 15 272.54 34.07 0.00 306.61 15.33 321.94 286.17 ./Rmt

Curing Compound 125.00 15.63 0.00 140.63 7.03 147.66 131.25 /ltr

MS Clamps 200.00 25.00 0.00 225.00 11.25 236.25 210.00 each

Gelatin 80% 593.00 74.13 0.00 667.13 33.36 700.48 622.65 kg

Detonator electric 3.30 0.41 0.00 3.71 0.19 3.90 3.47 each

Soling stone 150mm 95.00 11.88 50.00 156.88 7.84 164.72 146.42 cum



1000mm Dia NP3 Class

Cement primer as per specification(lt)

Unitek Fine grade (25 Kg)

Stone boulder 300mm (25 kg / 40 Kg minimum)

Polythene sheet 125 micron

188.00 23.50 50.00 261.50 13.08 274.58 244.07 cum

40.00 5.00 22.00 67.00 3.35 70.35 62.53 cum

Mild steel, Structural steel 43000.00 5375.00 0.00 48375.00 2418.75 50793.75 45150.00 /mt

6mm Dia MS rods' 41500.00 5187.50 0.00 46687.50 2334.38 49021.88 43575.00 /mt1.50 0.19 0.00 1.69 0.08 1.77 1.58 /Km/MT

Jeddy stone 450-600mm

Selected earth( 40) Exl. Seig.Charges

Bitumen Conveyence charges @Rs.1.50/km/Mt

Hire/ Usage charges for plant and machinery as per SSR-2013-14

Machine Unit

1 Dozer ( D80) hour 2511.70 313.96 0.00 2825.66 141.28 2966.95 2637.29

2 Mortor Grader hour 3216.00 402.00 0.00 3618.00 180.90 3798.90 3376.80

3 Hydraulic Excacator hour 2754.50 344.31 0.00 3098.81 154.94 3253.75 2892.23

4 Front end loader hour 1646.00 205.75 0.00 1851.75 92.59 1944.34 1728.30

5 Tipper- 5.5 cum hour 877.30 109.66 0.00 986.96 49.35 1036.31 921.17

6 Vibratory roller 8t hour 2541.40 317.68 0.00 2859.08 142.95 3002.03 2668.47

7 Smooth wheeled roller 8t hour 1038.40 129.80 0.00 1168.20 58.41 1226.61 1090.32

8 Water tanker 6KL hour 624.00 78.00 0.00 702.00 35.10 737.10 655.20

9 Tractor hour 415.00 51.88 0.00 466.88 23.34 490.22 435.75

10 Tractor with rotavator hour 422.00 52.75 0.00 474.75 23.74 498.49 443.10

11 Air compressor hour 499.40 62.43 0.00 561.82 28.09 589.92 524.37

12 Wet mix plant 60 TPH hour 1646.00 205.75 0.00 1851.75 92.59 1944.34 1728.3013 Mechanical broom Hydraulic hour 357.00 44.63 0.00 401.63 20.08 421.71 374.8514 Bitumen pressure Distributor hour 1498.00 187.25 0.00 1685.25 84.26 1769.51 1572.9015 Emulsion pressure Distributor hour 860.00 107.50 0.00 967.50 48.38 1015.88 903.00

16 Hot mix plant - 120 TPH hour 28175.00 3521.88 0.00 31696.88 1584.84 33281.72 29583.75

17 Hot mix plant - 100 TPH hour 24171.00 3021.38 0.00 27192.38 1359.62 28551.99 25379.55

18 Hot mix plant - 60 TPH hour 21668.00 2708.50 0.00 24376.50 1218.83 25595.33 22751.4019 Hot mix plant -40 to 60 TPH hour 19120.00 2390.00 0.00 21510.00 1075.50 22585.50 20076.00

20 Paver finisher Hydrostatic hour 11441.00 1430.13 0.00 12871.13 643.56 13514.68 12013.05

21 Paver finisher Mechanical hour 2249.00 281.13 0.00 2530.13 126.51 2656.63 2361.45

22 Hydraulic chip spreader hour 2567.00 320.88 0.00 2887.88 144.39 3032.27 2695.35

23 Tandem Road roller hour 1646.00 205.75 0.00 1851.75 92.59 1944.34 1728.30

24 Pneumatic road roller hour 1283.00 160.38 0.00 1443.38 72.17 1515.54 1347.15

25 Pot hole repair machine hour 845.00 105.63 0.00 950.63 47.53 998.16 887.25

26 Bitumen boiler oil fired hour 209.00 26.13 0.00 235.13 11.76 246.88 219.45

27 GSB Plant 50 cum hour 1143.00 142.88 0.00 1285.88 64.29 1350.17 1200.15

28 Mastic cooker hour 65.00 8.13 0.00 73.13 3.66 76.78 68.25

29 Batching & Mixing plant- 30 cum hour 1231.90 153.99 0.00 1385.89 69.29 1455.18 1293.50

30 Batching & Mixing plant- 15-20 cum hour 1037.20 129.65 0.00 1166.85 58.34 1225.19 1089.06

31 Transit mixer hour 1819.10 227.39 0.00 2046.49 102.32 2148.81 1910.05

32 Concrete pump hour 803.00 100.38 0.00 903.38 45.17 948.54 843.15

33 Concrete bucket hour 16.20 2.03 0.00 18.22 0.91 19.14 17.01

34 Kerb casting machine hour 311.00 38.88 0.00 349.88 17.49 367.37 326.55

35 concrete mixer- 0.28 cum hour 417.40 52.18 0.00 469.58 23.48 493.05 438.27

36 concrete mixer- 1.0 cum hour 649.00 81.13 0.00 730.13 36.51 766.63 681.45

37 Concrete paver hour 2900.00 362.50 0.00 3262.50 163.13 3425.63 3045.00

38 Integrated stone crusher- 100 TPH hour 8712.00 1089.00 0.00 9801.00 490.05 10291.05 9147.60

39 Integrated stone crusher- 200 TPH hour 18369.00 2296.13 0.00 20665.13 1033.26 21698.38 19287.45

40 Generator- 250 KVA hour 1850.00 231.25 0.00 2081.25 104.06 2185.31 1942.50




44 Truck 5.5 cum per 10t 843.90 105.49 0.00 949.39 47.47 996.86 886.09

45 Road marking machine hour 111.00 13.88 0.00 124.88 6.24 131.12 116.55

46 Mobile slurry seal equipment hour 1126.00 140.75 0.00 1266.75 63.34 1330.09 1182.30

47 Plate compactor hour 48.00 6.00 0.00 54.00 2.70 56.70 50.40

48 Drilling equipment hour 775.70 96.96 0.00 872.66 43.63 916.30 814.49

49 Needle Vibrator hour 0.00 0.00 0.00 0.00 0.00 0.00 0.00

50 Screed Vibrator hour 0.00 0.00 0.00 0.00 0.00 0.00 0.00

51 Mixall hour 649.00 81.13 0.00 730.13 36.51 766.63 681.45

52 hour 111.00 13.88 0.00 124.88 6.24 131.12 116.55

S.No.

AP SSR RATE (A)


(B)

Scharges (C)

sub Total(D) =

A+B+C

VAT @5% on Sub-

total (E)=(D) x 5%

Total cost with OH&CP,Scharg

es,VATF=

(D+E)

AP-SOR-13-14 Rate

G=F/1.125

per tonne Km

Concrete Joint cutting Machine or Road marking machine

Lead charges Asper SSR-2013-14Metal Gravel & Sand

lead lead0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0.5 28.90 25.35 3.17 28.52 1.43 29.95 26.62 0.5 30.00 26.32 3.29 29.61 1.48 31.09

1 28.90 25.35 3.17 28.52 1.43 29.95 26.62 1 30.00 26.32 3.29 29.61 1.48 31.09

2 40.40 35.44 4.43 39.87 1.99 41.86 37.21 2 42.00 36.84 4.61 41.45 2.07 43.52

3 56.00 49.12 6.14 55.26 2.76 58.03 51.58 3 56.00 49.12 6.14 55.26 2.76 58.03

4 68.00 59.65 7.46 67.11 3.36 70.46 62.63 4 68.00 59.65 7.46 67.11 3.36 70.46

5 80.00 70.18 8.77 78.95 3.95 82.89 73.68 5 80.00 70.18 8.77 78.95 3.95 82.89

6 92.00 80.70 10.09 90.79 4.54 95.33 84.74 6 92.00 80.70 10.09 90.79 4.54 95.33

7 104.00 91.23 11.40 102.63 5.13 107.76 95.79 7 104.00 91.23 11.40 102.63 5.13 107.76

8 116.00 101.75 12.72 114.47 5.72 120.20 106.84 8 116.00 101.75 12.72 114.47 5.72 120.20

9 128.00 112.28 14.04 126.32 6.32 132.63 117.89 9 128.00 112.28 14.04 126.32 6.32 132.63

10 140.00 122.81 15.35 138.16 6.91 145.07 128.95 10 140.00 122.81 15.35 138.16 6.91 145.07

11 152.00 133.33 16.67 150.00 7.50 157.50 140.00 11 152.00 133.33 16.67 150.00 7.50 157.50

12 164.00 143.86 17.98 161.84 8.09 169.93 151.05 12 164.00 143.86 17.98 161.84 8.09 169.93

13 176.00 154.39 19.30 173.68 8.68 182.37 162.11 13 176.00 154.39 19.30 173.68 8.68 182.37

14 188.00 164.91 20.61 185.53 9.28 194.80 173.16 14 188.00 164.91 20.61 185.53 9.28 194.80

15 200.00 175.44 21.93 197.37 9.87 207.24 184.21 15 200.00 175.44 21.93 197.37 9.87 207.24

16 212.00 185.96 23.25 209.21 10.46 219.67 195.26 16 212.00 185.96 23.25 209.21 10.46 219.67

17 224.00 196.49 24.56 221.05 11.05 232.11 206.32 17 224.00 196.49 24.56 221.05 11.05 232.11

18 236.00 207.02 25.88 232.89 11.64 244.54 217.37 18 236.00 207.02 25.88 232.89 11.64 244.54

19 248.00 217.54 27.19 244.74 12.24 256.97 228.42 19 248.00 217.54 27.19 244.74 12.24 256.97

20 260.00 228.07 28.51 256.58 12.83 269.41 239.47 20 260.00 228.07 28.51 256.58 12.83 269.41

21 272.00 238.60 29.82 268.42 13.42 281.84 250.53 21 272.00 238.60 29.82 268.42 13.42 281.84

22 284.00 249.12 31.14 280.26 14.01 294.28 261.58 22 284.00 249.12 31.14 280.26 14.01 294.28

23 296.00 259.65 32.46 292.11 14.61 306.71 272.63 23 296.00 259.65 32.46 292.11 14.61 306.71

24 308.00 270.18 33.77 303.95 15.20 319.14 283.68 24 308.00 270.18 33.77 303.95 15.20 319.14

25 320.00 280.70 35.09 315.79 15.79 331.58 294.74 25 320.00 280.70 35.09 315.79 15.79 331.58

26 332.00 291.23 36.40 327.63 16.38 344.01 305.79 26 332.00 291.23 36.40 327.63 16.38 344.01

27 344.00 301.75 37.72 339.47 16.97 356.45 316.84 27 344.00 301.75 37.72 339.47 16.97 356.45

28 356.00 312.28 39.04 351.32 17.57 368.88 327.89 28 356.00 312.28 39.04 351.32 17.57 368.88

29 368.00 322.81 40.35 363.16 18.16 381.32 338.95 29 368.00 322.81 40.35 363.16 18.16 381.32

30 380.00 333.33 41.67 375.00 18.75 393.75 350.00 30 380.00 333.33 41.67 375.00 18.75 393.75

31 390.00 342.11 42.76 384.87 19.24 404.11 359.21 31 390.00 342.11 42.76 384.87 19.24 404.11

SSR RATE With 14%

OHCP (A)

SSR Rate

Withou 14%

OHCP (B)

OH&CP@

12.50% on SSR

rate (C)

sub Total(D) =B+C


(E)=(D) x 5%

Total cost with

OH&CP,Scharges

,VATF=

(D+E)

AP-SOR-13-14

Rate G=F/1.125

SSR RATE With 14% OHCP (A)

SSR Rate Withou 14%

OHCP (B)


(C)

sub Total(D) =B+C


(E)=(D) x 5%

Total cost with

OH&CP,Scharges,VAT

F=(D+E)

Metal Gravel & Sand

lead lead

SSR RATE With 14%

OHCP (A)

SSR Rate

Withou 14%

OHCP (B)

OH&CP@

12.50% on SSR

rate (C)

sub Total(D) =B+C


(E)=(D) x 5%

Total cost with

OH&CP,Scharges

,VATF=

(D+E)

AP-SOR-13-14

Rate G=F/1.125


SSR Rate Withou 14%

OHCP (B)


(C)

sub Total(D) =B+C


(E)=(D) x 5%

Total cost with

OH&CP,Scharges,VAT

F=(D+E)

32 400.00 350.88 43.86 394.74 19.74 414.47 368.42 32 400.00 350.88 43.86 394.74 19.74 414.47

33 410.00 359.65 44.96 404.61 20.23 424.84 377.63 33 410.00 359.65 44.96 404.61 20.23 424.84

34 420.00 368.42 46.05 414.47 20.72 435.20 386.84 34 420.00 368.42 46.05 414.47 20.72 435.20

35 430.00 377.19 47.15 424.34 21.22 445.56 396.05 35 430.00 377.19 47.15 424.34 21.22 445.56

36 440.00 385.96 48.25 434.21 21.71 455.92 405.26 36 440.00 385.96 48.25 434.21 21.71 455.92

37 450.00 394.74 49.34 444.08 22.20 466.28 414.47 37 450.00 394.74 49.34 444.08 22.20 466.28

38 460.00 403.51 50.44 453.95 22.70 476.64 423.68 38 460.00 403.51 50.44 453.95 22.70 476.64

39 470.00 412.28 51.54 463.82 23.19 487.01 432.89 39 470.00 412.28 51.54 463.82 23.19 487.01

40 480.00 421.05 52.63 473.68 23.68 497.37 442.11 40 480.00 421.05 52.63 473.68 23.68 497.37

41 490.00 429.82 53.73 483.55 24.18 507.73 451.32 41 490.00 429.82 53.73 483.55 24.18 507.73

42 500.00 438.60 54.82 493.42 24.67 518.09 460.53 42 500.00 438.60 54.82 493.42 24.67 518.09

43 510.00 447.37 55.92 503.29 25.16 528.45 469.74 43 510.00 447.37 55.92 503.29 25.16 528.45

44 520.00 456.14 57.02 513.16 25.66 538.82 478.95 44 520.00 456.14 57.02 513.16 25.66 538.82

45 530.00 464.91 58.11 523.03 26.15 549.18 488.16 45 530.00 464.91 58.11 523.03 26.15 549.18

46 540.00 473.68 59.21 532.89 26.64 559.54 497.37 46 540.00 473.68 59.21 532.89 26.64 559.54

47 550.00 482.46 60.31 542.76 27.14 569.90 506.58 47 550.00 482.46 60.31 542.76 27.14 569.90

48 560.00 491.23 61.40 552.63 27.63 580.26 515.79 48 560.00 491.23 61.40 552.63 27.63 580.26

49 570.00 500.00 62.50 562.50 28.13 590.63 525.00 49 570.00 500.00 62.50 562.50 28.13 590.63

50 580.00 508.77 63.60 572.37 28.62 600.99 534.21 50 580.00 508.77 63.60 572.37 28.62 600.99

51 590.00 517.54 64.69 582.24 29.11 611.35 543.42 51 590.00 517.54 64.69 582.24 29.11 611.35

52 600.00 526.32 65.79 592.11 29.61 621.71 552.63 52 600.00 526.32 65.79 592.11 29.61 621.71

53 610.00 535.09 66.89 601.97 30.10 632.07 561.84 53 610.00 535.09 66.89 601.97 30.10 632.07

54 620.00 543.86 67.98 611.84 30.59 642.43 571.05 54 620.00 543.86 67.98 611.84 30.59 642.43

55 630.00 552.63 69.08 621.71 31.09 652.80 580.26 55 630.00 552.63 69.08 621.71 31.09 652.80

56 640.00 561.40 70.18 631.58 31.58 663.16 589.47 56 640.00 561.40 70.18 631.58 31.58 663.16

57 650.00 570.18 71.27 641.45 32.07 673.52 598.68 57 650.00 570.18 71.27 641.45 32.07 673.52

58 660.00 578.95 72.37 651.32 32.57 683.88 607.89 58 660.00 578.95 72.37 651.32 32.57 683.88

59 670.00 587.72 73.46 661.18 33.06 694.24 617.11 59 670.00 587.72 73.46 661.18 33.06 694.24

60 680.00 596.49 74.56 671.05 33.55 704.61 626.32 60 680.00 596.49 74.56 671.05 33.55 704.61

61 690.00 605.26 75.66 680.92 34.05 714.97 635.53 61 690.00 605.26 75.66 680.92 34.05 714.97

62 700.00 614.04 76.75 690.79 34.54 725.33 644.74 62 700.00 614.04 76.75 690.79 34.54 725.33

63 710.00 622.81 77.85 700.66 35.03 735.69 653.95 63 710.00 622.81 77.85 700.66 35.03 735.69

64 720.00 631.58 78.95 710.53 35.53 746.05 663.16 64 720.00 631.58 78.95 710.53 35.53 746.05

65 730.00 640.35 80.04 720.39 36.02 756.41 672.37 65 730.00 640.35 80.04 720.39 36.02 756.41

66 740.00 649.12 81.14 730.26 36.51 766.78 681.58 66 740.00 649.12 81.14 730.26 36.51 766.78

Metal Gravel & Sand

lead lead

SSR RATE With 14%

OHCP (A)

SSR Rate

Withou 14%

OHCP (B)

OH&CP@

12.50% on SSR

rate (C)

sub Total(D) =B+C


(E)=(D) x 5%

Total cost with

OH&CP,Scharges

,VATF=

(D+E)

AP-SOR-13-14

Rate G=F/1.125


SSR Rate Withou 14%

OHCP (B)


(C)

sub Total(D) =B+C


(E)=(D) x 5%

Total cost with

OH&CP,Scharges,VAT

F=(D+E)

67 750.00 657.89 82.24 740.13 37.01 777.14 690.79 67 750.00 657.89 82.24 740.13 37.01 777.14

68 760.00 666.67 83.33 750.00 37.50 787.50 700.00 68 760.00 666.67 83.33 750.00 37.50 787.50

69 770.00 675.44 84.43 759.87 37.99 797.86 709.21 69 770.00 675.44 84.43 759.87 37.99 797.86

70 780.00 684.21 85.53 769.74 38.49 808.22 718.42 70 780.00 684.21 85.53 769.74 38.49 808.22

71 790.00 692.98 86.62 779.61 38.98 818.59 727.63 71 790.00 692.98 86.62 779.61 38.98 818.59

72 800.00 701.75 87.72 789.47 39.47 828.95 736.84 72 800.00 701.75 87.72 789.47 39.47 828.95

73 810.00 710.53 88.82 799.34 39.97 839.31 746.05 73 810.00 710.53 88.82 799.34 39.97 839.31

74 820.00 719.30 89.91 809.21 40.46 849.67 755.26 74 820.00 719.30 89.91 809.21 40.46 849.67

75 830.00 728.07 91.01 819.08 40.95 860.03 764.47 75 830.00 728.07 91.01 819.08 40.95 860.03

76 840.00 736.84 92.11 828.95 41.45 870.39 773.68 76 840.00 736.84 92.11 828.95 41.45 870.39

77 850.00 745.61 93.20 838.82 41.94 880.76 782.89 77 850.00 745.61 93.20 838.82 41.94 880.76

78 860.00 754.39 94.30 848.68 42.43 891.12 792.11 78 860.00 754.39 94.30 848.68 42.43 891.12

79 870.00 763.16 95.39 858.55 42.93 901.48 801.32 79 870.00 763.16 95.39 858.55 42.93 901.48

80 880.00 771.93 96.49 868.42 43.42 911.84 810.53 80 880.00 771.93 96.49 868.42 43.42 911.84

81 890.00 780.70 97.59 878.29 43.91 922.20 819.74 81 890.00 780.70 97.59 878.29 43.91 922.20

82 900.00 789.47 98.68 888.16 44.41 932.57 828.95 82 900.00 789.47 98.68 888.16 44.41 932.57

83 910.00 798.25 99.78 898.03 44.90 942.93 838.16 83 910.00 798.25 99.78 898.03 44.90 942.93

84 920.00 807.02 100.88 907.89 45.39 953.29 847.37 84 920.00 807.02 100.88 907.89 45.39 953.29

85 930.00 815.79 101.97 917.76 45.89 963.65 856.58 85 930.00 815.79 101.97 917.76 45.89 963.65

86 940.00 824.56 103.07 927.63 46.38 974.01 865.79 86 940.00 824.56 103.07 927.63 46.38 974.01

87 950.00 833.33 104.17 937.50 46.88 984.38 875.00 87 950.00 833.33 104.17 937.50 46.88 984.38

88 960.00 842.11 105.26 947.37 47.37 994.74 884.21 88 960.00 842.11 105.26 947.37 47.37 994.74

89 970.00 850.88 106.36 957.24 47.86 1005.10 893.42 89 970.00 850.88 106.36 957.24 47.86 1005.10

90 980.00 859.65 107.46 967.11 48.36 1015.46 902.63 90 980.00 859.65 107.46 967.11 48.36 1015.46

91 990.00 868.42 108.55 976.97 48.85 1025.82 911.84 91 990.00 868.42 108.55 976.97 48.85 1025.82

92 1000.00 877.19 109.65 986.84 49.34 1036.18 921.05 92 1000.00 877.19 109.65 986.84 49.34 1036.18

93 1010.00 885.96 110.75 996.71 49.84 1046.55 930.26 93 1010.00 885.96 110.75 996.71 49.84 1046.55

94 1020.00 894.74 111.84 1006.58 50.33 1056.91 939.47 94 1020.00 894.74 111.84 1006.58 50.33 1056.91

95 1030.00 903.51 112.94 1016.45 50.82 1067.27 948.68 95 1030.00 903.51 112.94 1016.45 50.82 1067.27

96 1040.00 912.28 114.04 1026.32 51.32 1077.63 957.89 96 1040.00 912.28 114.04 1026.32 51.32 1077.63

97 1050.00 921.05 115.13 1036.18 51.81 1087.99 967.11 97 1050.00 921.05 115.13 1036.18 51.81 1087.99

98 1060.00 929.82 116.23 1046.05 52.30 1098.36 976.32 98 1060.00 929.82 116.23 1046.05 52.30 1098.36

99 1070.00 938.60 117.32 1055.92 52.80 1108.72 985.53 99 1070.00 938.60 117.32 1055.92 52.80 1108.72

100 1080.00 947.37 118.42 1065.79 53.29 1119.08 994.74 100 1080.00 947.37 118.42 1065.79 53.29 1119.08

101 1090.00 956.14 119.52 1075.66 53.78 1129.44 1003.95 101 1090.00 956.14 119.52 1075.66 53.78 1129.44

Metal Gravel & Sand

lead lead

SSR RATE With 14%

OHCP (A)

SSR Rate

Withou 14%

OHCP (B)

OH&CP@

12.50% on SSR

rate (C)

sub Total(D) =B+C


(E)=(D) x 5%

Total cost with

OH&CP,Scharges

,VATF=

(D+E)

AP-SOR-13-14

Rate G=F/1.125


SSR Rate Withou 14%

OHCP (B)


(C)

sub Total(D) =B+C


(E)=(D) x 5%

Total cost with

OH&CP,Scharges,VAT

F=(D+E)

102 1100.00 964.91 120.61 1085.53 54.28 1139.80 1013.16 102 1100.00 964.91 120.61 1085.53 54.28 1139.80

103 1110.00 973.68 121.71 1095.39 54.77 1150.16 1022.37 103 1110.00 973.68 121.71 1095.39 54.77 1150.16

104 1120.00 982.46 122.81 1105.26 55.26 1160.53 1031.58 104 1120.00 982.46 122.81 1105.26 55.26 1160.53

105 1130.00 991.23 123.90 1115.13 55.76 1170.89 1040.79 105 1130.00 991.23 123.90 1115.13 55.76 1170.89

106 1140.00 1000.00 125.00 1125.00 56.25 1181.25 1050.00 106 1140.00 1000.00 125.00 1125.00 56.25 1181.25

107 1150.00 1008.77 126.10 1134.87 56.74 1191.61 1059.21 107 1150.00 1008.77 126.10 1134.87 56.74 1191.61

108 1160.00 1017.54 127.19 1144.74 57.24 1201.97 1068.42 108 1160.00 1017.54 127.19 1144.74 57.24 1201.97

109 1170.00 1026.32 128.29 1154.61 57.73 1212.34 1077.63 109 1170.00 1026.32 128.29 1154.61 57.73 1212.34

110 1180.00 1035.09 129.39 1164.47 58.22 1222.70 1086.84 110 1180.00 1035.09 129.39 1164.47 58.22 1222.70

111 1190.00 1043.86 130.48 1174.34 58.72 1233.06 1096.05 111 1190.00 1043.86 130.48 1174.34 58.72 1233.06

112 1200.00 1052.63 131.58 1184.21 59.21 1243.42 1105.26 112 1200.00 1052.63 131.58 1184.21 59.21 1243.42

113 1210.00 1061.40 132.68 1194.08 59.70 1253.78 1114.47 113 1210.00 1061.40 132.68 1194.08 59.70 1253.78

114 1220.00 1070.18 133.77 1203.95 60.20 1264.14 1123.68 114 1220.00 1070.18 133.77 1203.95 60.20 1264.14

115 1230.00 1078.95 134.87 1213.82 60.69 1274.51 1132.89 115 1230.00 1078.95 134.87 1213.82 60.69 1274.51

116 1240.00 1087.72 135.96 1223.68 61.18 1284.87 1142.11 116 1240.00 1087.72 135.96 1223.68 61.18 1284.87

117 1250.00 1096.49 137.06 1233.55 61.68 1295.23 1151.32 117 1250.00 1096.49 137.06 1233.55 61.68 1295.23

118 1260.00 1105.26 138.16 1243.42 62.17 1305.59 1160.53 118 1260.00 1105.26 138.16 1243.42 62.17 1305.59

119 1270.00 1114.04 139.25 1253.29 62.66 1315.95 1169.74 119 1270.00 1114.04 139.25 1253.29 62.66 1315.95

120 1280.00 1122.81 140.35 1263.16 63.16 1326.32 1178.95 120 1280.00 1122.81 140.35 1263.16 63.16 1326.32

121 1290.00 1131.58 141.45 1273.03 63.65 1336.68 1188.16 121 1290.00 1131.58 141.45 1273.03 63.65 1336.68

122 1300.00 1140.35 142.54 1282.89 64.14 1347.04 1197.37 122 1300.00 1140.35 142.54 1282.89 64.14 1347.04

123 1310.00 1149.12 143.64 1292.76 64.64 1357.40 1206.58 123 1310.00 1149.12 143.64 1292.76 64.64 1357.40

124 1320.00 1157.89 144.74 1302.63 65.13 1367.76 1215.79 124 1320.00 1157.89 144.74 1302.63 65.13 1367.76

125 1330.00 1166.67 145.83 1312.50 65.63 1378.13 1225.00 125 1330.00 1166.67 145.83 1312.50 65.63 1378.13

126 1340.00 1175.44 146.93 1322.37 66.12 1388.49 1234.21 126 1340.00 1175.44 146.93 1322.37 66.12 1388.49

127 1350.00 1184.21 148.03 1332.24 66.61 1398.85 1243.42 127 1350.00 1184.21 148.03 1332.24 66.61 1398.85

128 1360.00 1192.98 149.12 1342.11 67.11 1409.21 1252.63 128 1360.00 1192.98 149.12 1342.11 67.11 1409.21

129 1370.00 1201.75 150.22 1351.97 67.60 1419.57 1261.84 129 1370.00 1201.75 150.22 1351.97 67.60 1419.57

130 1380.00 1210.53 151.32 1361.84 68.09 1429.93 1271.05 130 1380.00 1210.53 151.32 1361.84 68.09 1429.93

131 1390.00 1219.30 152.41 1371.71 68.59 1440.30 1280.26 131 1390.00 1219.30 152.41 1371.71 68.59 1440.30

132 1400.00 1228.07 153.51 1381.58 69.08 1450.66 1289.47 132 1400.00 1228.07 153.51 1381.58 69.08 1450.66

133 1410.00 1236.84 154.61 1391.45 69.57 1461.02 1298.68 133 1410.00 1236.84 154.61 1391.45 69.57 1461.02

134 1420.00 1245.61 155.70 1401.32 70.07 1471.38 1307.89 134 1420.00 1245.61 155.70 1401.32 70.07 1471.38

135 1430.00 1254.39 156.80 1411.18 70.56 1481.74 1317.11 135 1430.00 1254.39 156.80 1411.18 70.56 1481.74

136 1440.00 1263.16 157.89 1421.05 71.05 1492.11 1326.32 136 1440.00 1263.16 157.89 1421.05 71.05 1492.11

Metal Gravel & Sand

lead lead

SSR RATE With 14%

OHCP (A)

SSR Rate

Withou 14%

OHCP (B)

OH&CP@

12.50% on SSR

rate (C)

sub Total(D) =B+C


(E)=(D) x 5%

Total cost with

OH&CP,Scharges

,VATF=

(D+E)

AP-SOR-13-14

Rate G=F/1.125


SSR Rate Withou 14%

OHCP (B)


(C)

sub Total(D) =B+C


(E)=(D) x 5%

Total cost with

OH&CP,Scharges,VAT

F=(D+E)

137 1450.00 1271.93 158.99 1430.92 71.55 1502.47 1335.53 137 1450.00 1271.93 158.99 1430.92 71.55 1502.47

138 1460.00 1280.70 160.09 1440.79 72.04 1512.83 1344.74 138 1460.00 1280.70 160.09 1440.79 72.04 1512.83

139 1470.00 1289.47 161.18 1450.66 72.53 1523.19 1353.95 139 1470.00 1289.47 161.18 1450.66 72.53 1523.19

140 1480.00 1298.25 162.28 1460.53 73.03 1533.55 1363.16 140 1480.00 1298.25 162.28 1460.53 73.03 1533.55

141 1490.00 1307.02 163.38 1470.39 73.52 1543.91 1372.37 141 1490.00 1307.02 163.38 1470.39 73.52 1543.91

142 1500.00 1315.79 164.47 1480.26 74.01 1554.28 1381.58 142 1500.00 1315.79 164.47 1480.26 74.01 1554.28

143 1510.00 1324.56 165.57 1490.13 74.51 1564.64 1390.79 143 1510.00 1324.56 165.57 1490.13 74.51 1564.64

144 1520.00 1333.33 166.67 1500.00 75.00 1575.00 1400.00 144 1520.00 1333.33 166.67 1500.00 75.00 1575.00

145 1530.00 1342.11 167.76 1509.87 75.49 1585.36 1409.21 145 1530.00 1342.11 167.76 1509.87 75.49 1585.36

146 1540.00 1350.88 168.86 1519.74 75.99 1595.72 1418.42 146 1540.00 1350.88 168.86 1519.74 75.99 1595.72

147 1550.00 1359.65 169.96 1529.61 76.48 1606.09 1427.63 147 1550.00 1359.65 169.96 1529.61 76.48 1606.09

148 1560.00 1368.42 171.05 1539.47 76.97 1616.45 1436.84 148 1560.00 1368.42 171.05 1539.47 76.97 1616.45

149 1570.00 1377.19 172.15 1549.34 77.47 1626.81 1446.05 149 1570.00 1377.19 172.15 1549.34 77.47 1626.81

150 1580.00 1385.96 173.25 1559.21 77.96 1637.17 1455.26 150 1580.00 1385.96 173.25 1559.21 77.96 1637.17

151 1590.00 1394.74 174.34 1569.08 78.45 1647.53 1464.47 151 1590.00 1394.74 174.34 1569.08 78.45 1647.53

152 1600.00 1403.51 175.44 1578.95 78.95 1657.89 1473.68 152 1600.00 1403.51 175.44 1578.95 78.95 1657.89

153 1610.00 1412.28 176.54 1588.82 79.44 1668.26 1482.89 153 1610.00 1412.28 176.54 1588.82 79.44 1668.26

154 1620.00 1421.05 177.63 1598.68 79.93 1678.62 1492.11 154 1620.00 1421.05 177.63 1598.68 79.93 1678.62

155 1630.00 1429.82 178.73 1608.55 80.43 1688.98 1501.32 155 1630.00 1429.82 178.73 1608.55 80.43 1688.98

156 1640.00 1438.60 179.82 1618.42 80.92 1699.34 1510.53 156 1640.00 1438.60 179.82 1618.42 80.92 1699.34

157 1650.00 1447.37 180.92 1628.29 81.41 1709.70 1519.74 157 1650.00 1447.37 180.92 1628.29 81.41 1709.70

158 1660.00 1456.14 182.02 1638.16 81.91 1720.07 1528.95 158 1660.00 1456.14 182.02 1638.16 81.91 1720.07

159 1670.00 1464.91 183.11 1648.03 82.40 1730.43 1538.16 159 1670.00 1464.91 183.11 1648.03 82.40 1730.43

160 1680.00 1473.68 184.21 1657.89 82.89 1740.79 1547.37 160 1680.00 1473.68 184.21 1657.89 82.89 1740.79

161 1690.00 1482.46 185.31 1667.76 83.39 1751.15 1556.58 161 1690.00 1482.46 185.31 1667.76 83.39 1751.15

162 1700.00 1491.23 186.40 1677.63 83.88 1761.51 1565.79 162 1700.00 1491.23 186.40 1677.63 83.88 1761.51

163 1710.00 1500.00 187.50 1687.50 84.38 1771.88 1575.00 163 1710.00 1500.00 187.50 1687.50 84.38 1771.88

164 1720.00 1508.77 188.60 1697.37 84.87 1782.24 1584.21 164 1720.00 1508.77 188.60 1697.37 84.87 1782.24

165 1730.00 1517.54 189.69 1707.24 85.36 1792.60 1593.42 165 1730.00 1517.54 189.69 1707.24 85.36 1792.60

166 1740.00 1526.32 190.79 1717.11 85.86 1802.96 1602.63 166 1740.00 1526.32 190.79 1717.11 85.86 1802.96

167 1750.00 1535.09 191.89 1726.97 86.35 1813.32 1611.84 167 1750.00 1535.09 191.89 1726.97 86.35 1813.32

168 1760.00 1543.86 192.98 1736.84 86.84 1823.68 1621.05 168 1760.00 1543.86 192.98 1736.84 86.84 1823.68

169 1770.00 1552.63 194.08 1746.71 87.34 1834.05 1630.26 169 1770.00 1552.63 194.08 1746.71 87.34 1834.05

170 1780.00 1561.40 195.18 1756.58 87.83 1844.41 1639.47 170 1780.00 1561.40 195.18 1756.58 87.83 1844.41

171 1790.00 1570.18 196.27 1766.45 88.32 1854.77 1648.68 171 1790.00 1570.18 196.27 1766.45 88.32 1854.77

Metal Gravel & Sand

lead lead

SSR RATE With 14%

OHCP (A)

SSR Rate

Withou 14%

OHCP (B)

OH&CP@

12.50% on SSR

rate (C)

sub Total(D) =B+C


(E)=(D) x 5%

Total cost with

OH&CP,Scharges

,VATF=

(D+E)

AP-SOR-13-14

Rate G=F/1.125


SSR Rate Withou 14%

OHCP (B)


(C)

sub Total(D) =B+C


(E)=(D) x 5%

Total cost with

OH&CP,Scharges,VAT

F=(D+E)

172 1800.00 1578.95 197.37 1776.32 88.82 1865.13 1657.89 172 1800.00 1578.95 197.37 1776.32 88.82 1865.13

173 1810.00 1587.72 198.46 1786.18 89.31 1875.49 1667.11 173 1810.00 1587.72 198.46 1786.18 89.31 1875.49

174 1820.00 1596.49 199.56 1796.05 89.80 1885.86 1676.32 174 1820.00 1596.49 199.56 1796.05 89.80 1885.86

175 1830.00 1605.26 200.66 1805.92 90.30 1896.22 1685.53 175 1830.00 1605.26 200.66 1805.92 90.30 1896.22

176 1840.00 1614.04 201.75 1815.79 90.79 1906.58 1694.74 176 1840.00 1614.04 201.75 1815.79 90.79 1906.58

177 1850.00 1622.81 202.85 1825.66 91.28 1916.94 1703.95 177 1850.00 1622.81 202.85 1825.66 91.28 1916.94

178 1860.00 1631.58 203.95 1835.53 91.78 1927.30 1713.16 178 1860.00 1631.58 203.95 1835.53 91.78 1927.30

179 1870.00 1640.35 205.04 1845.39 92.27 1937.66 1722.37 179 1870.00 1640.35 205.04 1845.39 92.27 1937.66

180 1880.00 1649.12 206.14 1855.26 92.76 1948.03 1731.58 180 1880.00 1649.12 206.14 1855.26 92.76 1948.03

181 1890.00 1657.89 207.24 1865.13 93.26 1958.39 1740.79 181 1890.00 1657.89 207.24 1865.13 93.26 1958.39

182 1900.00 1666.67 208.33 1875.00 93.75 1968.75 1750.00 182 1900.00 1666.67 208.33 1875.00 93.75 1968.75

183 1910.00 1675.44 209.43 1884.87 94.24 1979.11 1759.21 183 1910.00 1675.44 209.43 1884.87 94.24 1979.11

184 1920.00 1684.21 210.53 1894.74 94.74 1989.47 1768.42 184 1920.00 1684.21 210.53 1894.74 94.74 1989.47

185 1930.00 1692.98 211.62 1904.61 95.23 1999.84 1777.63 185 1930.00 1692.98 211.62 1904.61 95.23 1999.84

186 1940.00 1701.75 212.72 1914.47 95.72 2010.20 1786.84 186 1940.00 1701.75 212.72 1914.47 95.72 2010.20

187 1950.00 1710.53 213.82 1924.34 96.22 2020.56 1796.05 187 1950.00 1710.53 213.82 1924.34 96.22 2020.56

188 1960.00 1719.30 214.91 1934.21 96.71 2030.92 1805.26 188 1960.00 1719.30 214.91 1934.21 96.71 2030.92

189 1970.00 1728.07 216.01 1944.08 97.20 2041.28 1814.47 189 1970.00 1728.07 216.01 1944.08 97.20 2041.28

190 1980.00 1736.84 217.11 1953.95 97.70 2051.64 1823.68 190 1980.00 1736.84 217.11 1953.95 97.70 2051.64

191 1990.00 1745.61 218.20 1963.82 98.19 2062.01 1832.89 191 1990.00 1745.61 218.20 1963.82 98.19 2062.01

192 2000.00 1754.39 219.30 1973.68 98.68 2072.37 1842.11 192 2000.00 1754.39 219.30 1973.68 98.68 2072.37

193 2010.00 1763.16 220.39 1983.55 99.18 2082.73 1851.32 193 2010.00 1763.16 220.39 1983.55 99.18 2082.73

194 2020.00 1771.93 221.49 1993.42 99.67 2093.09 1860.53 194 2020.00 1771.93 221.49 1993.42 99.67 2093.09

195 2030.00 1780.70 222.59 2003.29 100.16 2103.45 1869.74 195 2030.00 1780.70 222.59 2003.29 100.16 2103.45

196 2040.00 1789.47 223.68 2013.16 100.66 2113.82 1878.95 196 2040.00 1789.47 223.68 2013.16 100.66 2113.82

197 2050.00 1798.25 224.78 2023.03 101.15 2124.18 1888.16 197 2050.00 1798.25 224.78 2023.03 101.15 2124.18

198 2060.00 1807.02 225.88 2032.89 101.64 2134.54 1897.37 198 2060.00 1807.02 225.88 2032.89 101.64 2134.54

199 2070.00 1815.79 226.97 2042.76 102.14 2144.90 1906.58 199 2070.00 1815.79 226.97 2042.76 102.14 2144.90

200 2080.00 1824.56 228.07 2052.63 102.63 2155.26 1915.79 200 2080.00 1824.56 228.07 2052.63 102.63 2155.26

201 2090.00 1833.33 229.17 2062.50 103.13 2165.63 1925.00 201 2090.00 1833.33 229.17 2062.50 103.13 2165.63

202 2100.00 1842.11 230.26 2072.37 103.62 2175.99 1934.21 202 2100.00 1842.11 230.26 2072.37 103.62 2175.99

203 2110.00 1850.88 231.36 2082.24 104.11 2186.35 1943.42 203 2110.00 1850.88 231.36 2082.24 104.11 2186.35

204 2120.00 1859.65 232.46 2092.11 104.61 2196.71 1952.63 204 2120.00 1859.65 232.46 2092.11 104.61 2196.71

205 2130.00 1868.42 233.55 2101.97 105.10 2207.07 1961.84 205 2130.00 1868.42 233.55 2101.97 105.10 2207.07

206 2140.00 1877.19 234.65 2111.84 105.59 2217.43 1971.05 206 2140.00 1877.19 234.65 2111.84 105.59 2217.43

Metal Gravel & Sand

lead lead

SSR RATE With 14%

OHCP (A)

SSR Rate

Withou 14%

OHCP (B)

OH&CP@

12.50% on SSR

rate (C)

sub Total(D) =B+C


(E)=(D) x 5%

Total cost with

OH&CP,Scharges

,VATF=

(D+E)

AP-SOR-13-14

Rate G=F/1.125


SSR Rate Withou 14%

OHCP (B)


(C)

sub Total(D) =B+C


(E)=(D) x 5%

Total cost with

OH&CP,Scharges,VAT

F=(D+E)

207 2150.00 1885.96 235.75 2121.71 106.09 2227.80 1980.26 207 2150.00 1885.96 235.75 2121.71 106.09 2227.80

208 2160.00 1894.74 236.84 2131.58 106.58 2238.16 1989.47 208 2160.00 1894.74 236.84 2131.58 106.58 2238.16

209 2170.00 1903.51 237.94 2141.45 107.07 2248.52 1998.68 209 2170.00 1903.51 237.94 2141.45 107.07 2248.52

210 2180.00 1912.28 239.04 2151.32 107.57 2258.88 2007.89 210 2180.00 1912.28 239.04 2151.32 107.57 2258.88

211 2190.00 1921.05 240.13 2161.18 108.06 2269.24 2017.11 211 2190.00 1921.05 240.13 2161.18 108.06 2269.24

212 2200.00 1929.82 241.23 2171.05 108.55 2279.61 2026.32 212 2200.00 1929.82 241.23 2171.05 108.55 2279.61

213 2210.00 1938.60 242.32 2180.92 109.05 2289.97 2035.53 213 2210.00 1938.60 242.32 2180.92 109.05 2289.97

214 2220.00 1947.37 243.42 2190.79 109.54 2300.33 2044.74 214 2220.00 1947.37 243.42 2190.79 109.54 2300.33

215 2230.00 1956.14 244.52 2200.66 110.03 2310.69 2053.95 215 2230.00 1956.14 244.52 2200.66 110.03 2310.69

216 2240.00 1964.91 245.61 2210.53 110.53 2321.05 2063.16 216 2240.00 1964.91 245.61 2210.53 110.53 2321.05

217 2250.00 1973.68 246.71 2220.39 111.02 2331.41 2072.37 217 2250.00 1973.68 246.71 2220.39 111.02 2331.41

218 2260.00 1982.46 247.81 2230.26 111.51 2341.78 2081.58 218 2260.00 1982.46 247.81 2230.26 111.51 2341.78

219 2270.00 1991.23 248.90 2240.13 112.01 2352.14 2090.79 219 2270.00 1991.23 248.90 2240.13 112.01 2352.14

220 2280.00 2000.00 250.00 2250.00 112.50 2362.50 2100.00 220 2280.00 2000.00 250.00 2250.00 112.50 2362.50

221 2290.00 2008.77 251.10 2259.87 112.99 2372.86 2109.21 221 2290.00 2008.77 251.10 2259.87 112.99 2372.86

222 2300.00 2017.54 252.19 2269.74 113.49 2383.22 2118.42 222 2300.00 2017.54 252.19 2269.74 113.49 2383.22

223 2310.00 2026.32 253.29 2279.61 113.98 2393.59 2127.63 223 2310.00 2026.32 253.29 2279.61 113.98 2393.59

224 2320.00 2035.09 254.39 2289.47 114.47 2403.95 2136.84 224 2320.00 2035.09 254.39 2289.47 114.47 2403.95

225 2330.00 2043.86 255.48 2299.34 114.97 2414.31 2146.05 225 2330.00 2043.86 255.48 2299.34 114.97 2414.31

226 2340.00 2052.63 256.58 2309.21 115.46 2424.67 2155.26 226 2340.00 2052.63 256.58 2309.21 115.46 2424.67

227 2350.00 2061.40 257.68 2319.08 115.95 2435.03 2164.47 227 2350.00 2061.40 257.68 2319.08 115.95 2435.03

228 2360.00 2070.18 258.77 2328.95 116.45 2445.39 2173.68 228 2360.00 2070.18 258.77 2328.95 116.45 2445.39

229 2370.00 2078.95 259.87 2338.82 116.94 2455.76 2182.89 229 2370.00 2078.95 259.87 2338.82 116.94 2455.76

230 2380.00 2087.72 260.96 2348.68 117.43 2466.12 2192.11 230 2380.00 2087.72 260.96 2348.68 117.43 2466.12

231 2390.00 2096.49 262.06 2358.55 117.93 2476.48 2201.32 231 2390.00 2096.49 262.06 2358.55 117.93 2476.48

232 2400.00 2105.26 263.16 2368.42 118.42 2486.84 2210.53 232 2400.00 2105.26 263.16 2368.42 118.42 2486.84

233 2410.00 2114.04 264.25 2378.29 118.91 2497.20 2219.74 233 2410.00 2114.04 264.25 2378.29 118.91 2497.20

234 2420.00 2122.81 265.35 2388.16 119.41 2507.57 2228.95 234 2420.00 2122.81 265.35 2388.16 119.41 2507.57

235 2430.00 2131.58 266.45 2398.03 119.90 2517.93 2238.16 235 2430.00 2131.58 266.45 2398.03 119.90 2517.93

236 2440.00 2140.35 267.54 2407.89 120.39 2528.29 2247.37 236 2440.00 2140.35 267.54 2407.89 120.39 2528.29

237 2450.00 2149.12 268.64 2417.76 120.89 2538.65 2256.58 237 2450.00 2149.12 268.64 2417.76 120.89 2538.65

238 2460.00 2157.89 269.74 2427.63 121.38 2549.01 2265.79 238 2460.00 2157.89 269.74 2427.63 121.38 2549.01

239 2470.00 2166.67 270.83 2437.50 121.88 2559.38 2275.00 239 2470.00 2166.67 270.83 2437.50 121.88 2559.38

240 2480.00 2175.44 271.93 2447.37 122.37 2569.74 2284.21 240 2480.00 2175.44 271.93 2447.37 122.37 2569.74

241 2490.00 2184.21 273.03 2457.24 122.86 2580.10 2293.42 241 2490.00 2184.21 273.03 2457.24 122.86 2580.10

Metal Gravel & Sand

lead lead

SSR RATE With 14%

OHCP (A)

SSR Rate

Withou 14%

OHCP (B)

OH&CP@

12.50% on SSR

rate (C)

sub Total(D) =B+C


(E)=(D) x 5%

Total cost with

OH&CP,Scharges

,VATF=

(D+E)

AP-SOR-13-14

Rate G=F/1.125


SSR Rate Withou 14%

OHCP (B)


(C)

sub Total(D) =B+C


(E)=(D) x 5%

Total cost with

OH&CP,Scharges,VAT

F=(D+E)

242 2500.00 2192.98 274.12 2467.11 123.36 2590.46 2302.63 242 2500.00 2192.98 274.12 2467.11 123.36 2590.46

243 2510.00 2201.75 275.22 2476.97 123.85 2600.82 2311.84 243 2510.00 2201.75 275.22 2476.97 123.85 2600.82

244 2520.00 2210.53 276.32 2486.84 124.34 2611.18 2321.05 244 2520.00 2210.53 276.32 2486.84 124.34 2611.18

245 2530.00 2219.30 277.41 2496.71 124.84 2621.55 2330.26 245 2530.00 2219.30 277.41 2496.71 124.84 2621.55

246 2540.00 2228.07 278.51 2506.58 125.33 2631.91 2339.47 246 2540.00 2228.07 278.51 2506.58 125.33 2631.91

247 2550.00 2236.84 279.61 2516.45 125.82 2642.27 2348.68 247 2550.00 2236.84 279.61 2516.45 125.82 2642.27

248 2560.00 2245.61 280.70 2526.32 126.32 2652.63 2357.89 248 2560.00 2245.61 280.70 2526.32 126.32 2652.63

249 2570.00 2254.39 281.80 2536.18 126.81 2662.99 2367.11 249 2570.00 2254.39 281.80 2536.18 126.81 2662.99

250 2580.00 2263.16 282.89 2546.05 127.30 2673.36 2376.32 250 2580.00 2263.16 282.89 2546.05 127.30 2673.36

251 2590.00 2271.93 283.99 2555.92 127.80 2683.72 2385.53 251 2590.00 2271.93 283.99 2555.92 127.80 2683.72

252 2600.00 2280.70 285.09 2565.79 128.29 2694.08 2394.74 252 2600.00 2280.70 285.09 2565.79 128.29 2694.08

253 2610.00 2289.47 286.18 2575.66 128.78 2704.44 2403.95 253 2610.00 2289.47 286.18 2575.66 128.78 2704.44

254 2620.00 2298.25 287.28 2585.53 129.28 2714.80 2413.16 254 2620.00 2298.25 287.28 2585.53 129.28 2714.80

255 2630.00 2307.02 288.38 2595.39 129.77 2725.16 2422.37 255 2630.00 2307.02 288.38 2595.39 129.77 2725.16

256 2640.00 2315.79 289.47 2605.26 130.26 2735.53 2431.58 256 2640.00 2315.79 289.47 2605.26 130.26 2735.53

257 2650.00 2324.56 290.57 2615.13 130.76 2745.89 2440.79 257 2650.00 2324.56 290.57 2615.13 130.76 2745.89

258 2660.00 2333.33 291.67 2625.00 131.25 2756.25 2450.00 258 2660.00 2333.33 291.67 2625.00 131.25 2756.25

259 2670.00 2342.11 292.76 2634.87 131.74 2766.61 2459.21 259 2670.00 2342.11 292.76 2634.87 131.74 2766.61

260 2680.00 2350.88 293.86 2644.74 132.24 2776.97 2468.42 260 2680.00 2350.88 293.86 2644.74 132.24 2776.97

261 2690.00 2359.65 294.96 2654.61 132.73 2787.34 2477.63 261 2690.00 2359.65 294.96 2654.61 132.73 2787.34

262 2700.00 2368.42 296.05 2664.47 133.22 2797.70 2486.84 262 2700.00 2368.42 296.05 2664.47 133.22 2797.70

263 2710.00 2377.19 297.15 2674.34 133.72 2808.06 2496.05 263 2710.00 2377.19 297.15 2674.34 133.72 2808.06

264 2720.00 2385.96 298.25 2684.21 134.21 2818.42 2505.26 264 2720.00 2385.96 298.25 2684.21 134.21 2818.42

265 2730.00 2394.74 299.34 2694.08 134.70 2828.78 2514.47 265 2730.00 2394.74 299.34 2694.08 134.70 2828.78

266 2740.00 2403.51 300.44 2703.95 135.20 2839.14 2523.68 266 2740.00 2403.51 300.44 2703.95 135.20 2839.14

267 2750.00 2412.28 301.54 2713.82 135.69 2849.51 2532.89 267 2750.00 2412.28 301.54 2713.82 135.69 2849.51

268 2760.00 2421.05 302.63 2723.68 136.18 2859.87 2542.11 268 2760.00 2421.05 302.63 2723.68 136.18 2859.87

269 2770.00 2429.82 303.73 2733.55 136.68 2870.23 2551.32 269 2770.00 2429.82 303.73 2733.55 136.68 2870.23

270 2780.00 2438.60 304.82 2743.42 137.17 2880.59 2560.53 270 2780.00 2438.60 304.82 2743.42 137.17 2880.59

271 2790.00 2447.37 305.92 2753.29 137.66 2890.95 2569.74 271 2790.00 2447.37 305.92 2753.29 137.66 2890.95

272 2800.00 2456.14 307.02 2763.16 138.16 2901.32 2578.95 272 2800.00 2456.14 307.02 2763.16 138.16 2901.32

273 2810.00 2464.91 308.11 2773.03 138.65 2911.68 2588.16 273 2810.00 2464.91 308.11 2773.03 138.65 2911.68

274 2820.00 2473.68 309.21 2782.89 139.14 2922.04 2597.37 274 2820.00 2473.68 309.21 2782.89 139.14 2922.04

275 2830.00 2482.46 310.31 2792.76 139.64 2932.40 2606.58 275 2830.00 2482.46 310.31 2792.76 139.64 2932.40

276 2840.00 2491.23 311.40 2802.63 140.13 2942.76 2615.79 276 2840.00 2491.23 311.40 2802.63 140.13 2942.76

Metal Gravel & Sand

lead lead

SSR RATE With 14%

OHCP (A)

SSR Rate

Withou 14%

OHCP (B)

OH&CP@

12.50% on SSR

rate (C)

sub Total(D) =B+C


(E)=(D) x 5%

Total cost with

OH&CP,Scharges

,VATF=

(D+E)

AP-SOR-13-14

Rate G=F/1.125


SSR Rate Withou 14%

OHCP (B)


(C)

sub Total(D) =B+C


(E)=(D) x 5%

Total cost with

OH&CP,Scharges,VAT

F=(D+E)

277 2850.00 2500.00 312.50 2812.50 140.63 2953.13 2625.00 277 2850.00 2500.00 312.50 2812.50 140.63 2953.13

278 2860.00 2508.77 313.60 2822.37 141.12 2963.49 2634.21 278 2860.00 2508.77 313.60 2822.37 141.12 2963.49

279 2870.00 2517.54 314.69 2832.24 141.61 2973.85 2643.42 279 2870.00 2517.54 314.69 2832.24 141.61 2973.85

280 2880.00 2526.32 315.79 2842.11 142.11 2984.21 2652.63 280 2880.00 2526.32 315.79 2842.11 142.11 2984.21

281 2890.00 2535.09 316.89 2851.97 142.60 2994.57 2661.84 281 2890.00 2535.09 316.89 2851.97 142.60 2994.57

282 2900.00 2543.86 317.98 2861.84 143.09 3004.93 2671.05 282 2900.00 2543.86 317.98 2861.84 143.09 3004.93

283 2910.00 2552.63 319.08 2871.71 143.59 3015.30 2680.26 283 2910.00 2552.63 319.08 2871.71 143.59 3015.30

284 2920.00 2561.40 320.18 2881.58 144.08 3025.66 2689.47 284 2920.00 2561.40 320.18 2881.58 144.08 3025.66

285 2930.00 2570.18 321.27 2891.45 144.57 3036.02 2698.68 285 2930.00 2570.18 321.27 2891.45 144.57 3036.02

286 2940.00 2578.95 322.37 2901.32 145.07 3046.38 2707.89 286 2940.00 2578.95 322.37 2901.32 145.07 3046.38

287 2950.00 2587.72 323.46 2911.18 145.56 3056.74 2717.11 287 2950.00 2587.72 323.46 2911.18 145.56 3056.74

288 2960.00 2596.49 324.56 2921.05 146.05 3067.11 2726.32 288 2960.00 2596.49 324.56 2921.05 146.05 3067.11

289 2970.00 2605.26 325.66 2930.92 146.55 3077.47 2735.53 289 2970.00 2605.26 325.66 2930.92 146.55 3077.47

290 2980.00 2614.04 326.75 2940.79 147.04 3087.83 2744.74 290 2980.00 2614.04 326.75 2940.79 147.04 3087.83

291 2990.00 2622.81 327.85 2950.66 147.53 3098.19 2753.95 291 2990.00 2622.81 327.85 2950.66 147.53 3098.19

292 3000.00 2631.58 328.95 2960.53 148.03 3108.55 2763.16 292 3000.00 2631.58 328.95 2960.53 148.03 3108.55

293 3010.00 2640.35 330.04 2970.39 148.52 3118.91 2772.37 293 3010.00 2640.35 330.04 2970.39 148.52 3118.91

294 3020.00 2649.12 331.14 2980.26 149.01 3129.28 2781.58 294 3020.00 2649.12 331.14 2980.26 149.01 3129.28

295 3030.00 2657.89 332.24 2990.13 149.51 3139.64 2790.79 295 3030.00 2657.89 332.24 2990.13 149.51 3139.64

296 3040.00 2666.67 333.33 3000.00 150.00 3150.00 2800.00 296 3040.00 2666.67 333.33 3000.00 150.00 3150.00

297 3050.00 2675.44 334.43 3009.87 150.49 3160.36 2809.21 297 3050.00 2675.44 334.43 3009.87 150.49 3160.36

298 3060.00 2684.21 335.53 3019.74 150.99 3170.72 2818.42 298 3060.00 2684.21 335.53 3019.74 150.99 3170.72

299 3070.00 2692.98 336.62 3029.61 151.48 3181.09 2827.63 299 3070.00 2692.98 336.62 3029.61 151.48 3181.09

300 3080.00 2701.75 337.72 3039.47 151.97 3191.45 2836.84 300 3080.00 2701.75 337.72 3039.47 151.97 3191.45

301 3090.00 2710.53 338.82 3049.34 152.47 3201.81 2846.05 301 3090.00 2710.53 338.82 3049.34 152.47 3201.81

302 3100.00 2719.30 339.91 3059.21 152.96 3212.17 2855.26 302 3100.00 2719.30 339.91 3059.21 152.96 3212.17

303 3110.00 2728.07 341.01 3069.08 153.45 3222.53 2864.47 303 3110.00 2728.07 341.01 3069.08 153.45 3222.53

304 3120.00 2736.84 342.11 3078.95 153.95 3232.89 2873.68 304 3120.00 2736.84 342.11 3078.95 153.95 3232.89

305 3130.00 2745.61 343.20 3088.82 154.44 3243.26 2882.89 305 3130.00 2745.61 343.20 3088.82 154.44 3243.26

306 3140.00 2754.39 344.30 3098.68 154.93 3253.62 2892.11 306 3140.00 2754.39 344.30 3098.68 154.93 3253.62

307 3150.00 2763.16 345.39 3108.55 155.43 3263.98 2901.32 307 3150.00 2763.16 345.39 3108.55 155.43 3263.98

308 3160.00 2771.93 346.49 3118.42 155.92 3274.34 2910.53 308 3160.00 2771.93 346.49 3118.42 155.92 3274.34

309 3170.00 2780.70 347.59 3128.29 156.41 3284.70 2919.74 309 3170.00 2780.70 347.59 3128.29 156.41 3284.70

310 3180.00 2789.47 348.68 3138.16 156.91 3295.07 2928.95 310 3180.00 2789.47 348.68 3138.16 156.91 3295.07

311 3190.00 2798.25 349.78 3148.03 157.40 3305.43 2938.16 311 3190.00 2798.25 349.78 3148.03 157.40 3305.43

Metal Gravel & Sand

lead lead

SSR RATE With 14%

OHCP (A)

SSR Rate

Withou 14%

OHCP (B)

OH&CP@

12.50% on SSR

rate (C)

sub Total(D) =B+C


(E)=(D) x 5%

Total cost with

OH&CP,Scharges

,VATF=

(D+E)

AP-SOR-13-14

Rate G=F/1.125


SSR Rate Withou 14%

OHCP (B)


(C)

sub Total(D) =B+C


(E)=(D) x 5%

Total cost with

OH&CP,Scharges,VAT

F=(D+E)

312 3200.00 2807.02 350.88 3157.89 157.89 3315.79 2947.37 312 3200.00 2807.02 350.88 3157.89 157.89 3315.79

313 3210.00 2815.79 351.97 3167.76 158.39 3326.15 2956.58 313 3210.00 2815.79 351.97 3167.76 158.39 3326.15

314 3220.00 2824.56 353.07 3177.63 158.88 3336.51 2965.79 314 3220.00 2824.56 353.07 3177.63 158.88 3336.51

315 3230.00 2833.33 354.17 3187.50 159.38 3346.88 2975.00 315 3230.00 2833.33 354.17 3187.50 159.38 3346.88

316 3240.00 2842.11 355.26 3197.37 159.87 3357.24 2984.21 316 3240.00 2842.11 355.26 3197.37 159.87 3357.24

317 3250.00 2850.88 356.36 3207.24 160.36 3367.60 2993.42 317 3250.00 2850.88 356.36 3207.24 160.36 3367.60

318 3260.00 2859.65 357.46 3217.11 160.86 3377.96 3002.63 318 3260.00 2859.65 357.46 3217.11 160.86 3377.96

319 3270.00 2868.42 358.55 3226.97 161.35 3388.32 3011.84 319 3270.00 2868.42 358.55 3226.97 161.35 3388.32

320 3280.00 2877.19 359.65 3236.84 161.84 3398.68 3021.05 320 3280.00 2877.19 359.65 3236.84 161.84 3398.68

321 3290.00 2885.96 360.75 3246.71 162.34 3409.05 3030.26 321 3290.00 2885.96 360.75 3246.71 162.34 3409.05

322 3300.00 2894.74 361.84 3256.58 162.83 3419.41 3039.47 322 3300.00 2894.74 361.84 3256.58 162.83 3419.41

323 3310.00 2903.51 362.94 3266.45 163.32 3429.77 3048.68 323 3310.00 2903.51 362.94 3266.45 163.32 3429.77

324 3320.00 2912.28 364.04 3276.32 163.82 3440.13 3057.89 324 3320.00 2912.28 364.04 3276.32 163.82 3440.13

325 3330.00 2921.05 365.13 3286.18 164.31 3450.49 3067.11 325 3330.00 2921.05 365.13 3286.18 164.31 3450.49

326 3340.00 2929.82 366.23 3296.05 164.80 3460.86 3076.32 326 3340.00 2929.82 366.23 3296.05 164.80 3460.86

327 3350.00 2938.60 367.32 3305.92 165.30 3471.22 3085.53 327 3350.00 2938.60 367.32 3305.92 165.30 3471.22

328 3360.00 2947.37 368.42 3315.79 165.79 3481.58 3094.74 328 3360.00 2947.37 368.42 3315.79 165.79 3481.58

329 3370.00 2956.14 369.52 3325.66 166.28 3491.94 3103.95 329 3370.00 2956.14 369.52 3325.66 166.28 3491.94

330 3380.00 2964.91 370.61 3335.53 166.78 3502.30 3113.16 330 3380.00 2964.91 370.61 3335.53 166.78 3502.30

331 3390.00 2973.68 371.71 3345.39 167.27 3512.66 3122.37 331 3390.00 2973.68 371.71 3345.39 167.27 3512.66

332 3400.00 2982.46 372.81 3355.26 167.76 3523.03 3131.58 332 3400.00 2982.46 372.81 3355.26 167.76 3523.03

333 3410.00 2991.23 373.90 3365.13 168.26 3533.39 3140.79 333 3410.00 2991.23 373.90 3365.13 168.26 3533.39

334 3420.00 3000.00 375.00 3375.00 168.75 3543.75 3150.00 334 3420.00 3000.00 375.00 3375.00 168.75 3543.75

335 3430.00 3008.77 376.10 3384.87 169.24 3554.11 3159.21 335 3430.00 3008.77 376.10 3384.87 169.24 3554.11

336 3440.00 3017.54 377.19 3394.74 169.74 3564.47 3168.42 336 3440.00 3017.54 377.19 3394.74 169.74 3564.47

337 3450.00 3026.32 378.29 3404.61 170.23 3574.84 3177.63 337 3450.00 3026.32 378.29 3404.61 170.23 3574.84

338 3460.00 3035.09 379.39 3414.47 170.72 3585.20 3186.84 338 3460.00 3035.09 379.39 3414.47 170.72 3585.20

339 3470.00 3043.86 380.48 3424.34 171.22 3595.56 3196.05 339 3470.00 3043.86 380.48 3424.34 171.22 3595.56

340 3480.00 3052.63 381.58 3434.21 171.71 3605.92 3205.26 340 3480.00 3052.63 381.58 3434.21 171.71 3605.92

341 3490.00 3061.40 382.68 3444.08 172.20 3616.28 3214.47 341 3490.00 3061.40 382.68 3444.08 172.20 3616.28

342 3500.00 3070.18 383.77 3453.95 172.70 3626.64 3223.68 342 3500.00 3070.18 383.77 3453.95 172.70 3626.64

343 3510.00 3078.95 384.87 3463.82 173.19 3637.01 3232.89 343 3510.00 3078.95 384.87 3463.82 173.19 3637.01

344 3520.00 3087.72 385.96 3473.68 173.68 3647.37 3242.11 344 3520.00 3087.72 385.96 3473.68 173.68 3647.37

345 3530.00 3096.49 387.06 3483.55 174.18 3657.73 3251.32 345 3530.00 3096.49 387.06 3483.55 174.18 3657.73

346 3540.00 3105.26 388.16 3493.42 174.67 3668.09 3260.53 346 3540.00 3105.26 388.16 3493.42 174.67 3668.09

Metal Gravel & Sand

lead lead

SSR RATE With 14%

OHCP (A)

SSR Rate

Withou 14%

OHCP (B)

OH&CP@

12.50% on SSR

rate (C)

sub Total(D) =B+C


(E)=(D) x 5%

Total cost with

OH&CP,Scharges

,VATF=

(D+E)

AP-SOR-13-14

Rate G=F/1.125


SSR Rate Withou 14%

OHCP (B)


(C)

sub Total(D) =B+C


(E)=(D) x 5%

Total cost with

OH&CP,Scharges,VAT

F=(D+E)

347 3550.00 3114.04 389.25 3503.29 175.16 3678.45 3269.74 347 3550.00 3114.04 389.25 3503.29 175.16 3678.45

348 3560.00 3122.81 390.35 3513.16 175.66 3688.82 3278.95 348 3560.00 3122.81 390.35 3513.16 175.66 3688.82

349 3570.00 3131.58 391.45 3523.03 176.15 3699.18 3288.16 349 3570.00 3131.58 391.45 3523.03 176.15 3699.18

350 3580.00 3140.35 392.54 3532.89 176.64 3709.54 3297.37 350 3580.00 3140.35 392.54 3532.89 176.64 3709.54

Lead charges Asper SSR-2013-14Gravel & Sand pipes 1000 pipes 900

lead lead0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

27.63 0.5 171.00 150.00 18.75 168.75 8.44 177.19 157.50 0.5 142.00 124.56 15.57 140.13 7.01 147.14 130.7927.63 1 171.00 150.00 18.75 168.75 8.44 177.19 157.50 1 142.00 124.56 15.57 140.13 7.01 147.14 130.7938.68 2 171.00 150.00 18.75 168.75 8.44 177.19 157.50 2 142.00 124.56 15.57 140.13 7.01 147.14 130.7951.58 3 171.00 150.00 18.75 168.75 8.44 177.19 157.50 3 142.00 124.56 15.57 140.13 7.01 147.14 130.7962.63 4 171.00 150.00 18.75 168.75 8.44 177.19 157.50 4 142.00 124.56 15.57 140.13 7.01 147.14 130.7973.68 5 171.00 150.00 18.75 168.75 8.44 177.19 157.50 5 142.00 124.56 15.57 140.13 7.01 147.14 130.7984.74 6 179.23 157.22 19.65 176.87 8.84 185.72 165.08 6 150.23 131.78 16.47 148.25 7.41 155.67 138.3795.79 7 187.46 164.44 20.55 184.99 9.25 194.24 172.66 7 158.46 139.00 17.38 156.38 7.82 164.19 145.95

106.84 8 195.69 171.66 21.46 193.12 9.66 202.77 180.24 8 166.69 146.22 18.28 164.50 8.22 172.72 153.53117.89 9 203.92 178.88 22.36 201.24 10.06 211.30 187.82 9 174.92 153.44 19.18 172.62 8.63 181.25 161.11128.95 10 212.15 186.10 23.26 209.36 10.47 219.83 195.40 10 183.15 160.66 20.08 180.74 9.04 189.78 168.69140.00 11 220.38 193.32 24.16 217.48 10.87 228.35 202.98 11 191.38 167.88 20.98 188.86 9.44 198.30 176.27151.05 12 228.61 200.54 25.07 225.60 11.28 236.88 210.56 12 199.61 175.10 21.89 196.98 9.85 206.83 183.85162.11 13 236.84 207.75 25.97 233.72 11.69 245.41 218.14 13 207.84 182.32 22.79 205.11 10.26 215.36 191.43173.16 14 245.07 214.97 26.87 241.85 12.09 253.94 225.72 14 216.07 189.54 23.69 213.23 10.66 223.89 199.01184.21 15 253.30 222.19 27.77 249.97 12.50 262.47 233.30 15 224.30 196.75 24.59 221.35 11.07 232.42 206.59195.26 16 261.53 229.41 28.68 258.09 12.90 270.99 240.88 16 232.53 203.97 25.50 229.47 11.47 240.94 214.17206.32 17 269.76 236.63 29.58 266.21 13.31 279.52 248.46 17 240.76 211.19 26.40 237.59 11.88 249.47 221.75217.37 18 277.99 243.85 30.48 274.33 13.72 288.05 256.04 18 248.99 218.41 27.30 245.71 12.29 258.00 229.33228.42 19 286.22 251.07 31.38 282.45 14.12 296.58 263.62 19 257.22 225.63 28.20 253.84 12.69 266.53 236.91239.47 20 294.45 258.29 32.29 290.58 14.53 305.10 271.20 20 265.45 232.85 29.11 261.96 13.10 275.06 244.49250.53 21 302.68 265.51 33.19 298.70 14.93 313.63 278.78 21 273.68 240.07 30.01 270.08 13.50 283.58 252.07261.58 22 310.91 272.73 34.09 306.82 15.34 322.16 286.36 22 281.91 247.29 30.91 278.20 13.91 292.11 259.65272.63 23 319.14 279.95 34.99 314.94 15.75 330.69 293.94 23 290.14 254.51 31.81 286.32 14.32 300.64 267.23283.68 24 327.37 287.17 35.90 323.06 16.15 339.22 301.53 24 298.37 261.73 32.72 294.44 14.72 309.17 274.81294.74 25 335.60 294.39 36.80 331.18 16.56 347.74 309.11 25 306.60 268.95 33.62 302.57 15.13 317.69 282.39305.79 26 343.83 301.61 37.70 339.31 16.97 356.27 316.69 26 314.83 276.17 34.52 310.69 15.53 326.22 289.98316.84 27 352.06 308.82 38.60 347.43 17.37 364.80 324.27 27 323.06 283.39 35.42 318.81 15.94 334.75 297.56327.89 28 360.29 316.04 39.51 355.55 17.78 373.33 331.85 28 331.29 290.61 36.33 326.93 16.35 343.28 305.14338.95 29 368.52 323.26 40.41 363.67 18.18 381.85 339.43 29 339.52 297.82 37.23 335.05 16.75 351.81 312.72350.00 30 376.75 330.48 41.31 371.79 18.59 390.38 347.01 30 347.75 305.04 38.13 343.17 17.16 360.33 320.30359.21 31 384.98 337.70 42.21 379.91 19.00 398.91 354.59 31 355.98 312.26 39.03 351.30 17.56 368.86 327.88

AP-SOR-13-14 Rate

G=F/1.125

SSR RATE

With 14% OHCP (A)

SSR Rate Withou

14% OHCP

(B)


(C)

sub Total(D) =B+C


(E)=(D) x 5%

Total cost with

OH&CP,Scharges,VAT

F=(D+E)

AP-SOR-13-14

Rate G=F/1.125

SSR RATE

With 14% OHCP

(A)

SSR Rate

Withou 14%

OHCP (B)


(C)

sub Total(D) =B+C


(E)=(D) x 5%

Total cost with

OH&CP,Scharges,V

ATF=

(D+E)

AP-SOR-13-14 Rate

G=F/1.125

Gravel & Sand pipes 1000 pipes 900

lead lead

AP-SOR-13-14 Rate

G=F/1.125

SSR RATE

With 14% OHCP (A)

SSR Rate Withou

14% OHCP

(B)


(C)

sub Total(D) =B+C


(E)=(D) x 5%

Total cost with

OH&CP,Scharges,VAT

F=(D+E)

AP-SOR-13-14

Rate G=F/1.125

SSR RATE

With 14% OHCP

(A)

SSR Rate

Withou 14%

OHCP (B)


(C)

sub Total(D) =B+C


(E)=(D) x 5%

Total cost with

OH&CP,Scharges,V

ATF=

(D+E)

AP-SOR-13-14 Rate

G=F/1.125

368.42 32 393.21 344.92 43.12 388.04 19.40 407.44 362.17 32 364.21 319.48 39.94 359.42 17.97 377.39 335.46377.63 33 401.44 352.14 44.02 396.16 19.81 415.97 369.75 33 372.44 326.70 40.84 367.54 18.38 385.92 343.04386.84 34 409.67 359.36 44.92 404.28 20.21 424.49 377.33 34 380.67 333.92 41.74 375.66 18.78 394.44 350.62396.05 35 417.90 366.58 45.82 412.40 20.62 433.02 384.91 35 388.90 341.14 42.64 383.78 19.19 402.97 358.20405.26 36 426.13 373.80 46.72 420.52 21.03 441.55 392.49 36 397.13 348.36 43.54 391.90 19.60 411.50 365.78414.47 37 434.36 381.02 47.63 428.64 21.43 450.08 400.07 37 405.36 355.58 44.45 400.03 20.00 420.03 373.36423.68 38 442.59 388.24 48.53 436.77 21.84 458.60 407.65 38 413.59 362.80 45.35 408.15 20.41 428.56 380.94432.89 39 450.82 395.46 49.43 444.89 22.24 467.13 415.23 39 421.82 370.02 46.25 416.27 20.81 437.08 388.52442.11 40 459.05 402.68 50.33 453.01 22.65 475.66 422.81 40 430.05 377.24 47.15 424.39 21.22 445.61 396.10451.32 41 467.28 409.89 51.24 461.13 23.06 484.19 430.39 41 438.28 384.46 48.06 432.51 21.63 454.14 403.68460.53 42 475.51 417.11 52.14 469.25 23.46 492.72 437.97 42 446.51 391.68 48.96 440.63 22.03 462.67 411.26469.74 43 483.74 424.33 53.04 477.38 23.87 501.24 445.55 43 454.74 398.89 49.86 448.76 22.44 471.19 418.84478.95 44 491.97 431.55 53.94 485.50 24.27 509.77 453.13 44 462.97 406.11 50.76 456.88 22.84 479.72 426.42488.16 45 500.20 438.77 54.85 493.62 24.68 518.30 460.71 45 471.20 413.33 51.67 465.00 23.25 488.25 434.00497.37 46 508.43 445.99 55.75 501.74 25.09 526.83 468.29 46 479.43 420.55 52.57 473.12 23.66 496.78 441.58506.58 47 516.66 453.21 56.65 509.86 25.49 535.35 475.87 47 487.66 427.77 53.47 481.24 24.06 505.31 449.16515.79 48 524.89 460.43 57.55 517.98 25.90 543.88 483.45 48 495.89 434.99 54.37 489.37 24.47 513.83 456.74525.00 49 533.12 467.65 58.46 526.11 26.31 552.41 491.03 49 504.12 442.21 55.28 497.49 24.87 522.36 464.32534.21 50 541.35 474.87 59.36 534.23 26.71 560.94 498.61 50 512.35 449.43 56.18 505.61 25.28 530.89 471.90543.42 51 549.58 482.09 60.26 542.35 27.12 569.47 506.19 51 520.58 456.65 57.08 513.73 25.69 539.42 479.48552.63 52 557.81 489.31 61.16 550.47 27.52 577.99 513.77 52 528.81 463.87 57.98 521.85 26.09 547.94 487.06561.84 53 566.04 496.53 62.07 558.59 27.93 586.52 521.35 53 537.04 471.09 58.89 529.97 26.50 556.47 494.64571.05 54 574.27 503.75 62.97 566.71 28.34 595.05 528.93 54 545.27 478.31 59.79 538.10 26.90 565.00 502.22580.26 55 582.50 510.96 63.87 574.84 28.74 603.58 536.51 55 553.50 485.53 60.69 546.22 27.31 573.53 509.80589.47 56 590.73 518.18 64.77 582.96 29.15 612.11 544.09 56 561.73 492.75 61.59 554.34 27.72 582.06 517.38598.68 57 598.96 525.40 65.68 591.08 29.55 620.63 551.67 57 569.96 499.96 62.50 562.46 28.12 590.58 524.96607.89 58 607.19 532.62 66.58 599.20 29.96 629.16 559.25 58 578.19 507.18 63.40 570.58 28.53 599.11 532.54617.11 59 615.42 539.84 67.48 607.32 30.37 637.69 566.83 59 586.42 514.40 64.30 578.70 28.94 607.64 540.12626.32 60 623.65 547.06 68.38 615.44 30.77 646.22 574.41 60 594.65 521.62 65.20 586.83 29.34 616.17 547.70635.53 61 631.88 554.28 69.29 623.57 31.18 654.74 581.99 61 602.88 528.84 66.11 594.95 29.75 624.69 555.28644.74 62 640.11 561.50 70.19 631.69 31.58 663.27 589.58 62 611.11 536.06 67.01 603.07 30.15 633.22 562.86653.95 63 648.34 568.72 71.09 639.81 31.99 671.80 597.16 63 619.34 543.28 67.91 611.19 30.56 641.75 570.44663.16 64 656.57 575.94 71.99 647.93 32.40 680.33 604.74 64 627.57 550.50 68.81 619.31 30.97 650.28 578.03672.37 65 664.80 583.16 72.89 656.05 32.80 688.86 612.32 65 635.80 557.72 69.71 627.43 31.37 658.81 585.61681.58 66 673.03 590.38 73.80 664.17 33.21 697.38 619.90 66 644.03 564.94 70.62 635.56 31.78 667.33 593.19


lead lead

AP-SOR-13-14 Rate

G=F/1.125

SSR RATE

With 14% OHCP (A)

SSR Rate Withou

14% OHCP

(B)


(C)

sub Total(D) =B+C


(E)=(D) x 5%

Total cost with

OH&CP,Scharges,VAT

F=(D+E)

AP-SOR-13-14

Rate G=F/1.125

SSR RATE

With 14% OHCP

(A)

SSR Rate

Withou 14%

OHCP (B)


(C)

sub Total(D) =B+C


(E)=(D) x 5%

Total cost with

OH&CP,Scharges,V

ATF=

(D+E)

AP-SOR-13-14 Rate

G=F/1.125

690.79 67 681.26 597.60 74.70 672.30 33.61 705.91 627.48 67 652.26 572.16 71.52 643.68 32.18 675.86 600.77700.00 68 689.49 604.82 75.60 680.42 34.02 714.44 635.06 68 660.49 579.38 72.42 651.80 32.59 684.39 608.35709.21 69 697.72 612.04 76.50 688.54 34.43 722.97 642.64 69 668.72 586.60 73.32 659.92 33.00 692.92 615.93718.42 70 705.95 619.25 77.41 696.66 34.83 731.49 650.22 70 676.95 593.82 74.23 668.04 33.40 701.44 623.51727.63 71 714.18 626.47 78.31 704.78 35.24 740.02 657.80 71 685.18 601.04 75.13 676.16 33.81 709.97 631.09736.84 72 722.41 633.69 79.21 712.90 35.65 748.55 665.38 72 693.41 608.25 76.03 684.29 34.21 718.50 638.67746.05 73 730.64 640.91 80.11 721.03 36.05 757.08 672.96 73 701.64 615.47 76.93 692.41 34.62 727.03 646.25755.26 74 738.87 648.13 81.02 729.15 36.46 765.61 680.54 74 709.87 622.69 77.84 700.53 35.03 735.56 653.83764.47 75 747.10 655.35 81.92 737.27 36.86 774.13 688.12 75 718.10 629.91 78.74 708.65 35.43 744.08 661.41773.68 76 755.33 662.57 82.82 745.39 37.27 782.66 695.70 76 726.33 637.13 79.64 716.77 35.84 752.61 668.99782.89 77 763.56 669.79 83.72 753.51 37.68 791.19 703.28 77 734.56 644.35 80.54 724.89 36.24 761.14 676.57792.11 78 771.79 677.01 84.63 761.63 38.08 799.72 710.86 78 742.79 651.57 81.45 733.02 36.65 769.67 684.15801.32 79 780.02 684.23 85.53 769.76 38.49 808.24 718.44 79 751.02 658.79 82.35 741.14 37.06 778.20 691.73810.53 80 788.25 691.45 86.43 777.88 38.89 816.77 726.02 80 759.25 666.01 83.25 749.26 37.46 786.72 699.31819.74 81 796.48 698.67 87.33 786.00 39.30 825.30 733.60 81 767.48 673.23 84.15 757.38 37.87 795.25 706.89828.95 82 804.71 705.89 88.24 794.12 39.71 833.83 741.18 82 775.71 680.45 85.06 765.50 38.28 803.78 714.47838.16 83 812.94 713.11 89.14 802.24 40.11 842.36 748.76 83 783.94 687.67 85.96 773.63 38.68 812.31 722.05847.37 84 821.17 720.32 90.04 810.37 40.52 850.88 756.34 84 792.17 694.89 86.86 781.75 39.09 820.83 729.63856.58 85 829.40 727.54 90.94 818.49 40.92 859.41 763.92 85 800.40 702.11 87.76 789.87 39.49 829.36 737.21865.79 86 837.63 734.76 91.85 826.61 41.33 867.94 771.50 86 808.63 709.32 88.67 797.99 39.90 837.89 744.79875.00 87 845.86 741.98 92.75 834.73 41.74 876.47 779.08 87 816.86 716.54 89.57 806.11 40.31 846.42 752.37884.21 88 854.09 749.20 93.65 842.85 42.14 884.99 786.66 88 825.09 723.76 90.47 814.23 40.71 854.95 759.95893.42 89 862.32 756.42 94.55 850.97 42.55 893.52 794.24 89 833.32 730.98 91.37 822.36 41.12 863.47 767.53902.63 90 870.55 763.64 95.46 859.10 42.95 902.05 801.82 90 841.55 738.20 92.28 830.48 41.52 872.00 775.11911.84 91 878.78 770.86 96.36 867.22 43.36 910.58 809.40 91 849.78 745.42 93.18 838.60 41.93 880.53 782.69921.05 92 887.01 778.08 97.26 875.34 43.77 919.11 816.98 92 858.01 752.64 94.08 846.72 42.34 889.06 790.27930.26 93 895.24 785.30 98.16 883.46 44.17 927.63 824.56 93 866.24 759.86 94.98 854.84 42.74 897.58 797.85939.47 94 903.47 792.52 99.06 891.58 44.58 936.16 832.14 94 874.47 767.08 95.88 862.96 43.15 906.11 805.43948.68 95 911.70 799.74 99.97 899.70 44.99 944.69 839.72 95 882.70 774.30 96.79 871.09 43.55 914.64 813.01957.89 96 919.93 806.96 100.87 907.83 45.39 953.22 847.30 96 890.93 781.52 97.69 879.21 43.96 923.17 820.59967.11 97 928.16 814.18 101.77 915.95 45.80 961.74 854.88 97 899.16 788.74 98.59 887.33 44.37 931.70 828.17976.32 98 936.39 821.39 102.67 924.07 46.20 970.27 862.46 98 907.39 795.96 99.49 895.45 44.77 940.22 835.75985.53 99 944.62 828.61 103.58 932.19 46.61 978.80 870.04 99 915.62 803.18 100.40 903.57 45.18 948.75 843.33994.74 100 952.85 835.83 104.48 940.31 47.02 987.33 877.63 100 923.85 810.39 101.30 911.69 45.58 957.28 850.91

1003.95 101 961.08 843.05 105.38 948.43 47.42 995.86 885.21 101 932.08 817.61 102.20 919.82 45.99 965.81 858.49


lead lead

AP-SOR-13-14 Rate

G=F/1.125

SSR RATE

With 14% OHCP (A)

SSR Rate Withou

14% OHCP

(B)


(C)

sub Total(D) =B+C


(E)=(D) x 5%

Total cost with

OH&CP,Scharges,VAT

F=(D+E)

AP-SOR-13-14

Rate G=F/1.125

SSR RATE

With 14% OHCP

(A)

SSR Rate

Withou 14%

OHCP (B)


(C)

sub Total(D) =B+C


(E)=(D) x 5%

Total cost with

OH&CP,Scharges,V

ATF=

(D+E)

AP-SOR-13-14 Rate

G=F/1.125

1013.16 102 969.31 850.27 106.28 956.56 47.83 1004.38 892.79 102 940.31 824.83 103.10 927.94 46.40 974.33 866.081022.37 103 977.54 857.49 107.19 964.68 48.23 1012.91 900.37 103 948.54 832.05 104.01 936.06 46.80 982.86 873.661031.58 104 985.77 864.71 108.09 972.80 48.64 1021.44 907.95 104 956.77 839.27 104.91 944.18 47.21 991.39 881.241040.79 105 994.00 871.93 108.99 980.92 49.05 1029.97 915.53 105 965.00 846.49 105.81 952.30 47.62 999.92 888.821050.00 106 1002.23 879.15 109.89 989.04 49.45 1038.49 923.11 106 973.23 853.71 106.71 960.42 48.02 1008.45 896.401059.21 107 1010.46 886.37 110.80 997.16 49.86 1047.02 930.69 107 981.46 860.93 107.62 968.55 48.43 1016.97 903.981068.42 108 1018.69 893.59 111.70 1005.29 50.26 1055.55 938.27 108 989.69 868.15 108.52 976.67 48.83 1025.50 911.561077.63 109 1026.92 900.81 112.60 1013.41 50.67 1064.08 945.85 109 997.92 875.37 109.42 984.79 49.24 1034.03 919.141086.84 110 1035.15 908.03 113.50 1021.53 51.08 1072.61 953.43 110 1006.15 882.59 110.32 992.91 49.65 1042.56 926.721096.05 111 1043.38 915.25 114.41 1029.65 51.48 1081.13 961.01 111 1014.38 889.81 111.23 1001.03 50.05 1051.08 934.301105.26 112 1051.61 922.46 115.31 1037.77 51.89 1089.66 968.59 112 1022.61 897.03 112.13 1009.15 50.46 1059.61 941.881114.47 113 1059.84 929.68 116.21 1045.89 52.29 1098.19 976.17 113 1030.84 904.25 113.03 1017.28 50.86 1068.14 949.461123.68 114 1068.07 936.90 117.11 1054.02 52.70 1106.72 983.75 114 1039.07 911.46 113.93 1025.40 51.27 1076.67 957.041132.89 115 1076.30 944.12 118.02 1062.14 53.11 1115.25 991.33 115 1047.30 918.68 114.84 1033.52 51.68 1085.20 964.621142.11 116 1084.53 951.34 118.92 1070.26 53.51 1123.77 998.91 116 1055.53 925.90 115.74 1041.64 52.08 1093.72 972.201151.32 117 1092.76 958.56 119.82 1078.38 53.92 1132.30 1006.49 117 1063.76 933.12 116.64 1049.76 52.49 1102.25 979.781160.53 118 1100.99 965.78 120.72 1086.50 54.33 1140.83 1014.07 118 1071.99 940.34 117.54 1057.88 52.89 1110.78 987.361169.74 119 1109.22 973.00 121.63 1094.63 54.73 1149.36 1021.65 119 1080.22 947.56 118.45 1066.01 53.30 1119.31 994.941178.95 120 1117.45 980.22 122.53 1102.75 55.14 1157.88 1029.23 120 1088.45 954.78 119.35 1074.13 53.71 1127.83 1002.521188.16 121 1125.68 987.44 123.43 1110.87 55.54 1166.41 1036.81 121 1096.68 962.00 120.25 1082.25 54.11 1136.36 1010.101197.37 122 1133.91 994.66 124.33 1118.99 55.95 1174.94 1044.39 122 1104.91 969.22 121.15 1090.37 54.52 1144.89 1017.681206.58 123 1142.14 1001.88 125.23 1127.11 56.36 1183.47 1051.97 123 1113.14 976.44 122.05 1098.49 54.92 1153.42 1025.261215.79 124 1150.37 1009.10 126.14 1135.23 56.76 1192.00 1059.55 124 1121.37 983.66 122.96 1106.62 55.33 1161.95 1032.841225.00 125 1158.60 1016.32 127.04 1143.36 57.17 1200.52 1067.13 125 1129.60 990.88 123.86 1114.74 55.74 1170.47 1040.421234.21 126 1166.83 1023.54 127.94 1151.48 57.57 1209.05 1074.71 126 1137.83 998.10 124.76 1122.86 56.14 1179.00 1048.001243.42 127 1175.06 1030.75 128.84 1159.60 57.98 1217.58 1082.29 127 1146.06 1005.32 125.66 1130.98 56.55 1187.53 1055.581252.63 128 1183.29 1037.97 129.75 1167.72 58.39 1226.11 1089.87 128 1154.29 1012.54 126.57 1139.10 56.96 1196.06 1063.161261.84 129 1191.52 1045.19 130.65 1175.84 58.79 1234.63 1097.45 129 1162.52 1019.75 127.47 1147.22 57.36 1204.58 1070.741271.05 130 1199.75 1052.41 131.55 1183.96 59.20 1243.16 1105.03 130 1170.75 1026.97 128.37 1155.35 57.77 1213.11 1078.321280.26 131 1207.98 1059.63 132.45 1192.09 59.60 1251.69 1112.61 131 1178.98 1034.19 129.27 1163.47 58.17 1221.64 1085.901289.47 132 1216.21 1066.85 133.36 1200.21 60.01 1260.22 1120.19 132 1187.21 1041.41 130.18 1171.59 58.58 1230.17 1093.481298.68 133 1224.44 1074.07 134.26 1208.33 60.42 1268.75 1127.77 133 1195.44 1048.63 131.08 1179.71 58.99 1238.70 1101.061307.89 134 1232.67 1081.29 135.16 1216.45 60.82 1277.27 1135.35 134 1203.67 1055.85 131.98 1187.83 59.39 1247.22 1108.641317.11 135 1240.90 1088.51 136.06 1224.57 61.23 1285.80 1142.93 135 1211.90 1063.07 132.88 1195.95 59.80 1255.75 1116.221326.32 136 1249.13 1095.73 136.97 1232.69 61.63 1294.33 1150.51 136 1220.13 1070.29 133.79 1204.08 60.20 1264.28 1123.80


lead lead

AP-SOR-13-14 Rate

G=F/1.125

SSR RATE

With 14% OHCP (A)

SSR Rate Withou

14% OHCP

(B)


(C)

sub Total(D) =B+C


(E)=(D) x 5%

Total cost with

OH&CP,Scharges,VAT

F=(D+E)

AP-SOR-13-14

Rate G=F/1.125

SSR RATE

With 14% OHCP

(A)

SSR Rate

Withou 14%

OHCP (B)


(C)

sub Total(D) =B+C


(E)=(D) x 5%

Total cost with

OH&CP,Scharges,V

ATF=

(D+E)

AP-SOR-13-14 Rate

G=F/1.125

1335.53 137 1257.36 1102.95 137.87 1240.82 62.04 1302.86 1158.09 137 1228.36 1077.51 134.69 1212.20 60.61 1272.81 1131.381344.74 138 1265.59 1110.17 138.77 1248.94 62.45 1311.38 1165.68 138 1236.59 1084.73 135.59 1220.32 61.02 1281.34 1138.961353.95 139 1273.82 1117.39 139.67 1257.06 62.85 1319.91 1173.26 139 1244.82 1091.95 136.49 1228.44 61.42 1289.86 1146.541363.16 140 1282.05 1124.61 140.58 1265.18 63.26 1328.44 1180.84 140 1253.05 1099.17 137.40 1236.56 61.83 1298.39 1154.131372.37 141 1290.28 1131.82 141.48 1273.30 63.67 1336.97 1188.42 141 1261.28 1106.39 138.30 1244.68 62.23 1306.92 1161.711381.58 142 1298.51 1139.04 142.38 1281.42 64.07 1345.50 1196.00 142 1269.51 1113.61 139.20 1252.81 62.64 1315.45 1169.291390.79 143 1306.74 1146.26 143.28 1289.55 64.48 1354.02 1203.58 143 1277.74 1120.82 140.10 1260.93 63.05 1323.97 1176.871400.00 144 1314.97 1153.48 144.19 1297.67 64.88 1362.55 1211.16 144 1285.97 1128.04 141.01 1269.05 63.45 1332.50 1184.451409.21 145 1323.20 1160.70 145.09 1305.79 65.29 1371.08 1218.74 145 1294.20 1135.26 141.91 1277.17 63.86 1341.03 1192.031418.42 146 1331.43 1167.92 145.99 1313.91 65.70 1379.61 1226.32 146 1302.43 1142.48 142.81 1285.29 64.26 1349.56 1199.611427.63 147 1339.66 1175.14 146.89 1322.03 66.10 1388.13 1233.90 147 1310.66 1149.70 143.71 1293.41 64.67 1358.09 1207.191436.84 148 1347.89 1182.36 147.79 1330.15 66.51 1396.66 1241.48 148 1318.89 1156.92 144.62 1301.54 65.08 1366.61 1214.771446.05 149 1356.12 1189.58 148.70 1338.28 66.91 1405.19 1249.06 149 1327.12 1164.14 145.52 1309.66 65.48 1375.14 1222.351455.26 150 1364.35 1196.80 149.60 1346.40 67.32 1413.72 1256.64 150 1335.35 1171.36 146.42 1317.78 65.89 1383.67 1229.931464.47 151 1372.58 1204.02 150.50 1354.52 67.73 1422.25 1264.22 151 1343.58 1178.58 147.32 1325.90 66.30 1392.20 1237.511473.68 152 1380.81 1211.24 151.40 1362.64 68.13 1430.77 1271.80 152 1351.81 1185.80 148.22 1334.02 66.70 1400.72 1245.091482.89 153 1389.04 1218.46 152.31 1370.76 68.54 1439.30 1279.38 153 1360.04 1193.02 149.13 1342.14 67.11 1409.25 1252.671492.11 154 1397.27 1225.68 153.21 1378.88 68.94 1447.83 1286.96 154 1368.27 1200.24 150.03 1350.27 67.51 1417.78 1260.251501.32 155 1405.50 1232.89 154.11 1387.01 69.35 1456.36 1294.54 155 1376.50 1207.46 150.93 1358.39 67.92 1426.31 1267.831510.53 156 1413.73 1240.11 155.01 1395.13 69.76 1464.88 1302.12 156 1384.73 1214.68 151.83 1366.51 68.33 1434.84 1275.411519.74 157 1421.96 1247.33 155.92 1403.25 70.16 1473.41 1309.70 157 1392.96 1221.89 152.74 1374.63 68.73 1443.36 1282.991528.95 158 1430.19 1254.55 156.82 1411.37 70.57 1481.94 1317.28 158 1401.19 1229.11 153.64 1382.75 69.14 1451.89 1290.571538.16 159 1438.42 1261.77 157.72 1419.49 70.97 1490.47 1324.86 159 1409.42 1236.33 154.54 1390.88 69.54 1460.42 1298.151547.37 160 1446.65 1268.99 158.62 1427.62 71.38 1499.00 1332.44 160 1417.65 1243.55 155.44 1399.00 69.95 1468.95 1305.731556.58 161 1454.88 1276.21 159.53 1435.74 71.79 1507.52 1340.02 161 1425.88 1250.77 156.35 1407.12 70.36 1477.47 1313.311565.79 162 1463.11 1283.43 160.43 1443.86 72.19 1516.05 1347.60 162 1434.11 1257.99 157.25 1415.24 70.76 1486.00 1320.891575.00 163 1471.34 1290.65 161.33 1451.98 72.60 1524.58 1355.18 163 1442.34 1265.21 158.15 1423.36 71.17 1494.53 1328.471584.21 164 1479.57 1297.87 162.23 1460.10 73.01 1533.11 1362.76 164 1450.57 1272.43 159.05 1431.48 71.57 1503.06 1336.051593.42 165 1487.80 1305.09 163.14 1468.22 73.41 1541.63 1370.34 165 1458.80 1279.65 159.96 1439.61 71.98 1511.59 1343.631602.63 166 1496.03 1312.31 164.04 1476.35 73.82 1550.16 1377.92 166 1467.03 1286.87 160.86 1447.73 72.39 1520.11 1351.211611.84 167 1504.26 1319.53 164.94 1484.47 74.22 1558.69 1385.50 167 1475.26 1294.09 161.76 1455.85 72.79 1528.64 1358.791621.05 168 1512.49 1326.75 165.84 1492.59 74.63 1567.22 1393.08 168 1483.49 1301.31 162.66 1463.97 73.20 1537.17 1366.371630.26 169 1520.72 1333.96 166.75 1500.71 75.04 1575.75 1400.66 169 1491.72 1308.53 163.57 1472.09 73.60 1545.70 1373.951639.47 170 1528.95 1341.18 167.65 1508.83 75.44 1584.27 1408.24 170 1499.95 1315.75 164.47 1480.21 74.01 1554.22 1381.531648.68 171 1537.18 1348.40 168.55 1516.95 75.85 1592.80 1415.82 171 1508.18 1322.96 165.37 1488.34 74.42 1562.75 1389.11


lead lead

AP-SOR-13-14 Rate

G=F/1.125

SSR RATE

With 14% OHCP (A)

SSR Rate Withou

14% OHCP

(B)


(C)

sub Total(D) =B+C


(E)=(D) x 5%

Total cost with

OH&CP,Scharges,VAT

F=(D+E)

AP-SOR-13-14

Rate G=F/1.125

SSR RATE

With 14% OHCP

(A)

SSR Rate

Withou 14%

OHCP (B)


(C)

sub Total(D) =B+C


(E)=(D) x 5%

Total cost with

OH&CP,Scharges,V

ATF=

(D+E)

AP-SOR-13-14 Rate

G=F/1.125

1657.89 172 1545.41 1355.62 169.45 1525.08 76.25 1601.33 1423.40 172 1516.41 1330.18 166.27 1496.46 74.82 1571.28 1396.691667.11 173 1553.64 1362.84 170.36 1533.20 76.66 1609.86 1430.98 173 1524.64 1337.40 167.18 1504.58 75.23 1579.81 1404.271676.32 174 1561.87 1370.06 171.26 1541.32 77.07 1618.39 1438.56 174 1532.87 1344.62 168.08 1512.70 75.64 1588.34 1411.851685.53 175 1570.10 1377.28 172.16 1549.44 77.47 1626.91 1446.14 175 1541.10 1351.84 168.98 1520.82 76.04 1596.86 1419.431694.74 176 1578.33 1384.50 173.06 1557.56 77.88 1635.44 1453.73 176 1549.33 1359.06 169.88 1528.94 76.45 1605.39 1427.011703.95 177 1586.56 1391.72 173.96 1565.68 78.28 1643.97 1461.31 177 1557.56 1366.28 170.79 1537.07 76.85 1613.92 1434.591713.16 178 1594.79 1398.94 174.87 1573.81 78.69 1652.50 1468.89 178 1565.79 1373.50 171.69 1545.19 77.26 1622.45 1442.181722.37 179 1603.02 1406.16 175.77 1581.93 79.10 1661.02 1476.47 179 1574.02 1380.72 172.59 1553.31 77.67 1630.97 1449.761731.58 180 1611.25 1413.38 176.67 1590.05 79.50 1669.55 1484.05 180 1582.25 1387.94 173.49 1561.43 78.07 1639.50 1457.341740.79 181 1619.48 1420.60 177.57 1598.17 79.91 1678.08 1491.63 181 1590.48 1395.16 174.39 1569.55 78.48 1648.03 1464.921750.00 182 1627.71 1427.82 178.48 1606.29 80.31 1686.61 1499.21 182 1598.71 1402.38 175.30 1577.67 78.88 1656.56 1472.501759.21 183 1635.94 1435.04 179.38 1614.41 80.72 1695.14 1506.79 183 1606.94 1409.60 176.20 1585.80 79.29 1665.09 1480.081768.42 184 1644.17 1442.25 180.28 1622.54 81.13 1703.66 1514.37 184 1615.17 1416.82 177.10 1593.92 79.70 1673.61 1487.661777.63 185 1652.40 1449.47 181.18 1630.66 81.53 1712.19 1521.95 185 1623.40 1424.04 178.00 1602.04 80.10 1682.14 1495.241786.84 186 1660.63 1456.69 182.09 1638.78 81.94 1720.72 1529.53 186 1631.63 1431.25 178.91 1610.16 80.51 1690.67 1502.821796.05 187 1668.86 1463.91 182.99 1646.90 82.35 1729.25 1537.11 187 1639.86 1438.47 179.81 1618.28 80.91 1699.20 1510.401805.26 188 1677.09 1471.13 183.89 1655.02 82.75 1737.77 1544.69 188 1648.09 1445.69 180.71 1626.40 81.32 1707.72 1517.981814.47 189 1685.32 1478.35 184.79 1663.14 83.16 1746.30 1552.27 189 1656.32 1452.91 181.61 1634.53 81.73 1716.25 1525.561823.68 190 1693.55 1485.57 185.70 1671.27 83.56 1754.83 1559.85 190 1664.55 1460.13 182.52 1642.65 82.13 1724.78 1533.141832.89 191 1701.78 1492.79 186.60 1679.39 83.97 1763.36 1567.43 191 1672.78 1467.35 183.42 1650.77 82.54 1733.31 1540.721842.11 192 1710.01 1500.01 187.50 1687.51 84.38 1771.89 1575.01 192 1681.01 1474.57 184.32 1658.89 82.94 1741.84 1548.301851.32 193 1718.24 1507.23 188.40 1695.63 84.78 1780.41 1582.59 193 1689.24 1481.79 185.22 1667.01 83.35 1750.36 1555.881860.53 194 1726.47 1514.45 189.31 1703.75 85.19 1788.94 1590.17 194 1697.47 1489.01 186.13 1675.13 83.76 1758.89 1563.461869.74 195 1734.70 1521.67 190.21 1711.88 85.59 1797.47 1597.75 195 1705.70 1496.23 187.03 1683.26 84.16 1767.42 1571.041878.95 196 1742.93 1528.89 191.11 1720.00 86.00 1806.00 1605.33 196 1713.93 1503.45 187.93 1691.38 84.57 1775.95 1578.621888.16 197 1751.16 1536.11 192.01 1728.12 86.41 1814.52 1612.91 197 1722.16 1510.67 188.83 1699.50 84.98 1784.48 1586.201897.37 198 1759.39 1543.32 192.92 1736.24 86.81 1823.05 1620.49 198 1730.39 1517.89 189.74 1707.62 85.38 1793.00 1593.781906.58 199 1767.62 1550.54 193.82 1744.36 87.22 1831.58 1628.07 199 1738.62 1525.11 190.64 1715.74 85.79 1801.53 1601.361915.79 200 1775.85 1557.76 194.72 1752.48 87.62 1840.11 1635.65 200 1746.85 1532.32 191.54 1723.87 86.19 1810.06 1608.941925.00 201 1784.08 1564.98 195.62 1760.61 88.03 1848.64 1643.23 201 1755.08 1539.54 192.44 1731.99 86.60 1818.59 1616.521934.21 202 1792.31 1572.20 196.53 1768.73 88.44 1857.16 1650.81 202 1763.31 1546.76 193.35 1740.11 87.01 1827.11 1624.101943.42 203 1800.54 1579.42 197.43 1776.85 88.84 1865.69 1658.39 203 1771.54 1553.98 194.25 1748.23 87.41 1835.64 1631.681952.63 204 1808.77 1586.64 198.33 1784.97 89.25 1874.22 1665.97 204 1779.77 1561.20 195.15 1756.35 87.82 1844.17 1639.261961.84 205 1817.00 1593.86 199.23 1793.09 89.65 1882.75 1673.55 205 1788.00 1568.42 196.05 1764.47 88.22 1852.70 1646.841971.05 206 1825.23 1601.08 200.13 1801.21 90.06 1891.27 1681.13 206 1796.23 1575.64 196.96 1772.60 88.63 1861.23 1654.42


lead lead

AP-SOR-13-14 Rate

G=F/1.125

SSR RATE

With 14% OHCP (A)

SSR Rate Withou

14% OHCP

(B)


(C)

sub Total(D) =B+C


(E)=(D) x 5%

Total cost with

OH&CP,Scharges,VAT

F=(D+E)

AP-SOR-13-14

Rate G=F/1.125

SSR RATE

With 14% OHCP

(A)

SSR Rate

Withou 14%

OHCP (B)


(C)

sub Total(D) =B+C


(E)=(D) x 5%

Total cost with

OH&CP,Scharges,V

ATF=

(D+E)

AP-SOR-13-14 Rate

G=F/1.125

1980.26 207 1833.46 1608.30 201.04 1809.34 90.47 1899.80 1688.71 207 1804.46 1582.86 197.86 1780.72 89.04 1869.75 1662.001989.47 208 1841.69 1615.52 201.94 1817.46 90.87 1908.33 1696.29 208 1812.69 1590.08 198.76 1788.84 89.44 1878.28 1669.581998.68 209 1849.92 1622.74 202.84 1825.58 91.28 1916.86 1703.87 209 1820.92 1597.30 199.66 1796.96 89.85 1886.81 1677.162007.89 210 1858.15 1629.96 203.74 1833.70 91.69 1925.39 1711.45 210 1829.15 1604.52 200.56 1805.08 90.25 1895.34 1684.742017.11 211 1866.38 1637.18 204.65 1841.82 92.09 1933.91 1719.03 211 1837.38 1611.74 201.47 1813.20 90.66 1903.86 1692.322026.32 212 1874.61 1644.39 205.55 1849.94 92.50 1942.44 1726.61 212 1845.61 1618.96 202.37 1821.33 91.07 1912.39 1699.902035.53 213 1882.84 1651.61 206.45 1858.07 92.90 1950.97 1734.19 213 1853.84 1626.18 203.27 1829.45 91.47 1920.92 1707.482044.74 214 1891.07 1658.83 207.35 1866.19 93.31 1959.50 1741.78 214 1862.07 1633.39 204.17 1837.57 91.88 1929.45 1715.062053.95 215 1899.30 1666.05 208.26 1874.31 93.72 1968.02 1749.36 215 1870.30 1640.61 205.08 1845.69 92.28 1937.98 1722.642063.16 216 1907.53 1673.27 209.16 1882.43 94.12 1976.55 1756.94 216 1878.53 1647.83 205.98 1853.81 92.69 1946.50 1730.232072.37 217 1915.76 1680.49 210.06 1890.55 94.53 1985.08 1764.52 217 1886.76 1655.05 206.88 1861.93 93.10 1955.03 1737.812081.58 218 1923.99 1687.71 210.96 1898.67 94.93 1993.61 1772.10 218 1894.99 1662.27 207.78 1870.06 93.50 1963.56 1745.392090.79 219 1932.22 1694.93 211.87 1906.80 95.34 2002.14 1779.68 219 1903.22 1669.49 208.69 1878.18 93.91 1972.09 1752.972100.00 220 1940.45 1702.15 212.77 1914.92 95.75 2010.66 1787.26 220 1911.45 1676.71 209.59 1886.30 94.31 1980.61 1760.552109.21 221 1948.68 1709.37 213.67 1923.04 96.15 2019.19 1794.84 221 1919.68 1683.93 210.49 1894.42 94.72 1989.14 1768.132118.42 222 1956.91 1716.59 214.57 1931.16 96.56 2027.72 1802.42 222 1927.91 1691.15 211.39 1902.54 95.13 1997.67 1775.712127.63 223 1965.14 1723.81 215.48 1939.28 96.96 2036.25 1810.00 223 1936.14 1698.37 212.30 1910.66 95.53 2006.20 1783.292136.84 224 1973.37 1731.03 216.38 1947.40 97.37 2044.77 1817.58 224 1944.37 1705.59 213.20 1918.79 95.94 2014.73 1790.872146.05 225 1981.60 1738.25 217.28 1955.53 97.78 2053.30 1825.16 225 1952.60 1712.81 214.10 1926.91 96.35 2023.25 1798.452155.26 226 1989.83 1745.46 218.18 1963.65 98.18 2061.83 1832.74 226 1960.83 1720.03 215.00 1935.03 96.75 2031.78 1806.032164.47 227 1998.06 1752.68 219.09 1971.77 98.59 2070.36 1840.32 227 1969.06 1727.25 215.91 1943.15 97.16 2040.31 1813.612173.68 228 2006.29 1759.90 219.99 1979.89 98.99 2078.89 1847.90 228 1977.29 1734.46 216.81 1951.27 97.56 2048.84 1821.192182.89 229 2014.52 1767.12 220.89 1988.01 99.40 2087.41 1855.48 229 1985.52 1741.68 217.71 1959.39 97.97 2057.36 1828.772192.11 230 2022.75 1774.34 221.79 1996.13 99.81 2095.94 1863.06 230 1993.75 1748.90 218.61 1967.52 98.38 2065.89 1836.352201.32 231 2030.98 1781.56 222.70 2004.26 100.21 2104.47 1870.64 231 2001.98 1756.12 219.52 1975.64 98.78 2074.42 1843.932210.53 232 2039.21 1788.78 223.60 2012.38 100.62 2113.00 1878.22 232 2010.21 1763.34 220.42 1983.76 99.19 2082.95 1851.512219.74 233 2047.44 1796.00 224.50 2020.50 101.03 2121.53 1885.80 233 2018.44 1770.56 221.32 1991.88 99.59 2091.48 1859.092228.95 234 2055.67 1803.22 225.40 2028.62 101.43 2130.05 1893.38 234 2026.67 1777.78 222.22 2000.00 100.00 2100.00 1866.672238.16 235 2063.90 1810.44 226.30 2036.74 101.84 2138.58 1900.96 235 2034.90 1785.00 223.13 2008.13 100.41 2108.53 1874.252247.37 236 2072.13 1817.66 227.21 2044.87 102.24 2147.11 1908.54 236 2043.13 1792.22 224.03 2016.25 100.81 2117.06 1881.832256.58 237 2080.36 1824.88 228.11 2052.99 102.65 2155.64 1916.12 237 2051.36 1799.44 224.93 2024.37 101.22 2125.59 1889.412265.79 238 2088.59 1832.10 229.01 2061.11 103.06 2164.16 1923.70 238 2059.59 1806.66 225.83 2032.49 101.62 2134.11 1896.992275.00 239 2096.82 1839.32 229.91 2069.23 103.46 2172.69 1931.28 239 2067.82 1813.88 226.73 2040.61 102.03 2142.64 1904.572284.21 240 2105.05 1846.54 230.82 2077.35 103.87 2181.22 1938.86 240 2076.05 1821.10 227.64 2048.73 102.44 2151.17 1912.152293.42 241 2113.28 1853.75 231.72 2085.47 104.27 2189.75 1946.44 241 2084.28 1828.32 228.54 2056.86 102.84 2159.70 1919.73


lead lead

AP-SOR-13-14 Rate

G=F/1.125

SSR RATE

With 14% OHCP (A)

SSR Rate Withou

14% OHCP

(B)


(C)

sub Total(D) =B+C


(E)=(D) x 5%

Total cost with

OH&CP,Scharges,VAT

F=(D+E)

AP-SOR-13-14

Rate G=F/1.125

SSR RATE

With 14% OHCP

(A)

SSR Rate

Withou 14%

OHCP (B)


(C)

sub Total(D) =B+C


(E)=(D) x 5%

Total cost with

OH&CP,Scharges,V

ATF=

(D+E)

AP-SOR-13-14 Rate

G=F/1.125

2302.63 242 2121.51 1860.97 232.62 2093.60 104.68 2198.28 1954.02 242 2092.51 1835.54 229.44 2064.98 103.25 2168.23 1927.312311.84 243 2129.74 1868.19 233.52 2101.72 105.09 2206.80 1961.60 243 2100.74 1842.75 230.34 2073.10 103.65 2176.75 1934.892321.05 244 2137.97 1875.41 234.43 2109.84 105.49 2215.33 1969.18 244 2108.97 1849.97 231.25 2081.22 104.06 2185.28 1942.472330.26 245 2146.20 1882.63 235.33 2117.96 105.90 2223.86 1976.76 245 2117.20 1857.19 232.15 2089.34 104.47 2193.81 1950.052339.47 246 2154.43 1889.85 236.23 2126.08 106.30 2232.39 1984.34 246 2125.43 1864.41 233.05 2097.46 104.87 2202.34 1957.632348.68 247 2162.66 1897.07 237.13 2134.20 106.71 2240.91 1991.92 247 2133.66 1871.63 233.95 2105.59 105.28 2210.86 1965.212357.89 248 2170.89 1904.29 238.04 2142.33 107.12 2249.44 1999.50 248 2141.89 1878.85 234.86 2113.71 105.69 2219.39 1972.792367.11 249 2179.12 1911.51 238.94 2150.45 107.52 2257.97 2007.08 249 2150.12 1886.07 235.76 2121.83 106.09 2227.92 1980.372376.32 250 2187.35 1918.73 239.84 2158.57 107.93 2266.50 2014.66 250 2158.35 1893.29 236.66 2129.95 106.50 2236.45 1987.952385.53 251 2195.58 1925.95 240.74 2166.69 108.33 2275.03 2022.24 251 2166.58 1900.51 237.56 2138.07 106.90 2244.98 1995.532394.74 252 2203.81 1933.17 241.65 2174.81 108.74 2283.55 2029.83 252 2174.81 1907.73 238.47 2146.19 107.31 2253.50 2003.112403.95 253 2212.04 1940.39 242.55 2182.93 109.15 2292.08 2037.41 253 2183.04 1914.95 239.37 2154.32 107.72 2262.03 2010.692413.16 254 2220.27 1947.61 243.45 2191.06 109.55 2300.61 2044.99 254 2191.27 1922.17 240.27 2162.44 108.12 2270.56 2018.282422.37 255 2228.50 1954.82 244.35 2199.18 109.96 2309.14 2052.57 255 2199.50 1929.39 241.17 2170.56 108.53 2279.09 2025.862431.58 256 2236.73 1962.04 245.26 2207.30 110.36 2317.66 2060.15 256 2207.73 1936.61 242.08 2178.68 108.93 2287.61 2033.442440.79 257 2244.96 1969.26 246.16 2215.42 110.77 2326.19 2067.73 257 2215.96 1943.82 242.98 2186.80 109.34 2296.14 2041.022450.00 258 2253.19 1976.48 247.06 2223.54 111.18 2334.72 2075.31 258 2224.19 1951.04 243.88 2194.92 109.75 2304.67 2048.602459.21 259 2261.42 1983.70 247.96 2231.66 111.58 2343.25 2082.89 259 2232.42 1958.26 244.78 2203.05 110.15 2313.20 2056.182468.42 260 2269.65 1990.92 248.87 2239.79 111.99 2351.78 2090.47 260 2240.65 1965.48 245.69 2211.17 110.56 2321.73 2063.762477.63 261 2277.88 1998.14 249.77 2247.91 112.40 2360.30 2098.05 261 2248.88 1972.70 246.59 2219.29 110.96 2330.25 2071.342486.84 262 2286.11 2005.36 250.67 2256.03 112.80 2368.83 2105.63 262 2257.11 1979.92 247.49 2227.41 111.37 2338.78 2078.922496.05 263 2294.34 2012.58 251.57 2264.15 113.21 2377.36 2113.21 263 2265.34 1987.14 248.39 2235.53 111.78 2347.31 2086.502505.26 264 2302.57 2019.80 252.47 2272.27 113.61 2385.89 2120.79 264 2273.57 1994.36 249.29 2243.65 112.18 2355.84 2094.082514.47 265 2310.80 2027.02 253.38 2280.39 114.02 2394.41 2128.37 265 2281.80 2001.58 250.20 2251.78 112.59 2364.37 2101.662523.68 266 2319.03 2034.24 254.28 2288.52 114.43 2402.94 2135.95 266 2290.03 2008.80 251.10 2259.90 112.99 2372.89 2109.242532.89 267 2327.26 2041.46 255.18 2296.64 114.83 2411.47 2143.53 267 2298.26 2016.02 252.00 2268.02 113.40 2381.42 2116.822542.11 268 2335.49 2048.68 256.08 2304.76 115.24 2420.00 2151.11 268 2306.49 2023.24 252.90 2276.14 113.81 2389.95 2124.402551.32 269 2343.72 2055.89 256.99 2312.88 115.64 2428.53 2158.69 269 2314.72 2030.46 253.81 2284.26 114.21 2398.48 2131.982560.53 270 2351.95 2063.11 257.89 2321.00 116.05 2437.05 2166.27 270 2322.95 2037.68 254.71 2292.38 114.62 2407.00 2139.562569.74 271 2360.18 2070.33 258.79 2329.13 116.46 2445.58 2173.85 271 2331.18 2044.89 255.61 2300.51 115.03 2415.53 2147.142578.95 272 2368.41 2077.55 259.69 2337.25 116.86 2454.11 2181.43 272 2339.41 2052.11 256.51 2308.63 115.43 2424.06 2154.722588.16 273 2376.64 2084.77 260.60 2345.37 117.27 2462.64 2189.01 273 2347.64 2059.33 257.42 2316.75 115.84 2432.59 2162.302597.37 274 2384.87 2091.99 261.50 2353.49 117.67 2471.16 2196.59 274 2355.87 2066.55 258.32 2324.87 116.24 2441.12 2169.882606.58 275 2393.10 2099.21 262.40 2361.61 118.08 2479.69 2204.17 275 2364.10 2073.77 259.22 2332.99 116.65 2449.64 2177.462615.79 276 2401.33 2106.43 263.30 2369.73 118.49 2488.22 2211.75 276 2372.33 2080.99 260.12 2341.12 117.06 2458.17 2185.04


lead lead

AP-SOR-13-14 Rate

G=F/1.125

SSR RATE

With 14% OHCP (A)

SSR Rate Withou

14% OHCP

(B)


(C)

sub Total(D) =B+C


(E)=(D) x 5%

Total cost with

OH&CP,Scharges,VAT

F=(D+E)

AP-SOR-13-14

Rate G=F/1.125

SSR RATE

With 14% OHCP

(A)

SSR Rate

Withou 14%

OHCP (B)


(C)

sub Total(D) =B+C


(E)=(D) x 5%

Total cost with

OH&CP,Scharges,V

ATF=

(D+E)

AP-SOR-13-14 Rate

G=F/1.125

2625.00 277 2409.56 2113.65 264.21 2377.86 118.89 2496.75 2219.33 277 2380.56 2088.21 261.03 2349.24 117.46 2466.70 2192.622634.21 278 2417.79 2120.87 265.11 2385.98 119.30 2505.28 2226.91 278 2388.79 2095.43 261.93 2357.36 117.87 2475.23 2200.202643.42 279 2426.02 2128.09 266.01 2394.10 119.70 2513.80 2234.49 279 2397.02 2102.65 262.83 2365.48 118.27 2483.75 2207.782652.63 280 2434.25 2135.31 266.91 2402.22 120.11 2522.33 2242.07 280 2405.25 2109.87 263.73 2373.60 118.68 2492.28 2215.362661.84 281 2442.48 2142.53 267.82 2410.34 120.52 2530.86 2249.65 281 2413.48 2117.09 264.64 2381.72 119.09 2500.81 2222.942671.05 282 2450.71 2149.75 268.72 2418.46 120.92 2539.39 2257.23 282 2421.71 2124.31 265.54 2389.85 119.49 2509.34 2230.522680.26 283 2458.94 2156.96 269.62 2426.59 121.33 2547.91 2264.81 283 2429.94 2131.53 266.44 2397.97 119.90 2517.87 2238.102689.47 284 2467.17 2164.18 270.52 2434.71 121.74 2556.44 2272.39 284 2438.17 2138.75 267.34 2406.09 120.30 2526.39 2245.682698.68 285 2475.40 2171.40 271.43 2442.83 122.14 2564.97 2279.97 285 2446.40 2145.96 268.25 2414.21 120.71 2534.92 2253.262707.89 286 2483.63 2178.62 272.33 2450.95 122.55 2573.50 2287.55 286 2454.63 2153.18 269.15 2422.33 121.12 2543.45 2260.842717.11 287 2491.86 2185.84 273.23 2459.07 122.95 2582.03 2295.13 287 2462.86 2160.40 270.05 2430.45 121.52 2551.98 2268.422726.32 288 2500.09 2193.06 274.13 2467.19 123.36 2590.55 2302.71 288 2471.09 2167.62 270.95 2438.58 121.93 2560.50 2276.002735.53 289 2508.32 2200.28 275.04 2475.32 123.77 2599.08 2310.29 289 2479.32 2174.84 271.86 2446.70 122.33 2569.03 2283.582744.74 290 2516.55 2207.50 275.94 2483.44 124.17 2607.61 2317.88 290 2487.55 2182.06 272.76 2454.82 122.74 2577.56 2291.162753.95 291 2524.78 2214.72 276.84 2491.56 124.58 2616.14 2325.46 291 2495.78 2189.28 273.66 2462.94 123.15 2586.09 2298.742763.16 292 2533.01 2221.94 277.74 2499.68 124.98 2624.66 2333.04 292 2504.01 2196.50 274.56 2471.06 123.55 2594.62 2306.332772.37 293 2541.24 2229.16 278.64 2507.80 125.39 2633.19 2340.62 293 2512.24 2203.72 275.46 2479.18 123.96 2603.14 2313.912781.58 294 2549.47 2236.38 279.55 2515.92 125.80 2641.72 2348.20 294 2520.47 2210.94 276.37 2487.31 124.37 2611.67 2321.492790.79 295 2557.70 2243.60 280.45 2524.05 126.20 2650.25 2355.78 295 2528.70 2218.16 277.27 2495.43 124.77 2620.20 2329.072800.00 296 2565.93 2250.82 281.35 2532.17 126.61 2658.78 2363.36 296 2536.93 2225.38 278.17 2503.55 125.18 2628.73 2336.652809.21 297 2574.16 2258.04 282.25 2540.29 127.01 2667.30 2370.94 297 2545.16 2232.60 279.07 2511.67 125.58 2637.25 2344.232818.42 298 2582.39 2265.25 283.16 2548.41 127.42 2675.83 2378.52 298 2553.39 2239.82 279.98 2519.79 125.99 2645.78 2351.812827.63 299 2590.62 2272.47 284.06 2556.53 127.83 2684.36 2386.10 299 2561.62 2247.04 280.88 2527.91 126.40 2654.31 2359.392836.84 300 2598.85 2279.69 284.96 2564.65 128.23 2692.89 2393.68 300 2569.85 2254.25 281.78 2536.04 126.80 2662.84 2366.972846.05 301 2607.08 2286.91 285.86 2572.78 128.64 2701.42 2401.26 301 2578.08 2261.47 282.68 2544.16 127.21 2671.37 2374.552855.26 302 2615.31 2294.13 286.77 2580.90 129.04 2709.94 2408.84 302 2586.31 2268.69 283.59 2552.28 127.61 2679.89 2382.132864.47 303 2623.54 2301.35 287.67 2589.02 129.45 2718.47 2416.42 303 2594.54 2275.91 284.49 2560.40 128.02 2688.42 2389.712873.68 304 2631.77 2308.57 288.57 2597.14 129.86 2727.00 2424.00 304 2602.77 2283.13 285.39 2568.52 128.43 2696.95 2397.292882.89 305 2640.00 2315.79 289.47 2605.26 130.26 2735.53 2431.58 305 2611.00 2290.35 286.29 2576.64 128.83 2705.48 2404.872892.11 306 2648.23 2323.01 290.38 2613.38 130.67 2744.05 2439.16 306 2619.23 2297.57 287.20 2584.77 129.24 2714.00 2412.452901.32 307 2656.46 2330.23 291.28 2621.51 131.08 2752.58 2446.74 307 2627.46 2304.79 288.10 2592.89 129.64 2722.53 2420.032910.53 308 2664.69 2337.45 292.18 2629.63 131.48 2761.11 2454.32 308 2635.69 2312.01 289.00 2601.01 130.05 2731.06 2427.612919.74 309 2672.92 2344.67 293.08 2637.75 131.89 2769.64 2461.90 309 2643.92 2319.23 289.90 2609.13 130.46 2739.59 2435.192928.95 310 2681.15 2351.89 293.99 2645.87 132.29 2778.17 2469.48 310 2652.15 2326.45 290.81 2617.25 130.86 2748.12 2442.772938.16 311 2689.38 2359.11 294.89 2653.99 132.70 2786.69 2477.06 311 2660.38 2333.67 291.71 2625.38 131.27 2756.64 2450.35


lead lead

AP-SOR-13-14 Rate

G=F/1.125

SSR RATE

With 14% OHCP (A)

SSR Rate Withou

14% OHCP

(B)


(C)

sub Total(D) =B+C


(E)=(D) x 5%

Total cost with

OH&CP,Scharges,VAT

F=(D+E)

AP-SOR-13-14

Rate G=F/1.125

SSR RATE

With 14% OHCP

(A)

SSR Rate

Withou 14%

OHCP (B)


(C)

sub Total(D) =B+C


(E)=(D) x 5%

Total cost with

OH&CP,Scharges,V

ATF=

(D+E)

AP-SOR-13-14 Rate

G=F/1.125

2947.37 312 2697.61 2366.32 295.79 2662.12 133.11 2795.22 2484.64 312 2668.61 2340.89 292.61 2633.50 131.67 2765.17 2457.932956.58 313 2705.84 2373.54 296.69 2670.24 133.51 2803.75 2492.22 313 2676.84 2348.11 293.51 2641.62 132.08 2773.70 2465.512965.79 314 2714.07 2380.76 297.60 2678.36 133.92 2812.28 2499.80 314 2685.07 2355.32 294.42 2649.74 132.49 2782.23 2473.092975.00 315 2722.30 2387.98 298.50 2686.48 134.32 2820.80 2507.38 315 2693.30 2362.54 295.32 2657.86 132.89 2790.75 2480.672984.21 316 2730.53 2395.20 299.40 2694.60 134.73 2829.33 2514.96 316 2701.53 2369.76 296.22 2665.98 133.30 2799.28 2488.252993.42 317 2738.76 2402.42 300.30 2702.72 135.14 2837.86 2522.54 317 2709.76 2376.98 297.12 2674.11 133.71 2807.81 2495.833002.63 318 2746.99 2409.64 301.21 2710.85 135.54 2846.39 2530.12 318 2717.99 2384.20 298.03 2682.23 134.11 2816.34 2503.413011.84 319 2755.22 2416.86 302.11 2718.97 135.95 2854.92 2537.70 319 2726.22 2391.42 298.93 2690.35 134.52 2824.87 2510.993021.05 320 2763.45 2424.08 303.01 2727.09 136.35 2863.44 2545.28 320 2734.45 2398.64 299.83 2698.47 134.92 2833.39 2518.573030.26 321 2771.68 2431.30 303.91 2735.21 136.76 2871.97 2552.86 321 2742.68 2405.86 300.73 2706.59 135.33 2841.92 2526.153039.47 322 2779.91 2438.52 304.81 2743.33 137.17 2880.50 2560.44 322 2750.91 2413.08 301.63 2714.71 135.74 2850.45 2533.733048.68 323 2788.14 2445.74 305.72 2751.45 137.57 2889.03 2568.02 323 2759.14 2420.30 302.54 2722.84 136.14 2858.98 2541.313057.89 324 2796.37 2452.96 306.62 2759.58 137.98 2897.55 2575.60 324 2767.37 2427.52 303.44 2730.96 136.55 2867.51 2548.893067.11 325 2804.60 2460.18 307.52 2767.70 138.38 2906.08 2583.18 325 2775.60 2434.74 304.34 2739.08 136.95 2876.03 2556.473076.32 326 2812.83 2467.39 308.42 2775.82 138.79 2914.61 2590.76 326 2783.83 2441.96 305.24 2747.20 137.36 2884.56 2564.053085.53 327 2821.06 2474.61 309.33 2783.94 139.20 2923.14 2598.34 327 2792.06 2449.18 306.15 2755.32 137.77 2893.09 2571.633094.74 328 2829.29 2481.83 310.23 2792.06 139.60 2931.67 2605.93 328 2800.29 2456.39 307.05 2763.44 138.17 2901.62 2579.213103.95 329 2837.52 2489.05 311.13 2800.18 140.01 2940.19 2613.51 329 2808.52 2463.61 307.95 2771.57 138.58 2910.14 2586.793113.16 330 2845.75 2496.27 312.03 2808.31 140.42 2948.72 2621.09 330 2816.75 2470.83 308.85 2779.69 138.98 2918.67 2594.383122.37 331 2853.98 2503.49 312.94 2816.43 140.82 2957.25 2628.67 331 2824.98 2478.05 309.76 2787.81 139.39 2927.20 2601.963131.58 332 2862.21 2510.71 313.84 2824.55 141.23 2965.78 2636.25 332 2833.21 2485.27 310.66 2795.93 139.80 2935.73 2609.543140.79 333 2870.44 2517.93 314.74 2832.67 141.63 2974.30 2643.83 333 2841.44 2492.49 311.56 2804.05 140.20 2944.26 2617.123150.00 334 2878.67 2525.15 315.64 2840.79 142.04 2982.83 2651.41 334 2849.67 2499.71 312.46 2812.17 140.61 2952.78 2624.703159.21 335 2886.90 2532.37 316.55 2848.91 142.45 2991.36 2658.99 335 2857.90 2506.93 313.37 2820.30 141.01 2961.31 2632.283168.42 336 2895.13 2539.59 317.45 2857.04 142.85 2999.89 2666.57 336 2866.13 2514.15 314.27 2828.42 141.42 2969.84 2639.863177.63 337 2903.36 2546.81 318.35 2865.16 143.26 3008.42 2674.15 337 2874.36 2521.37 315.17 2836.54 141.83 2978.37 2647.443186.84 338 2911.59 2554.03 319.25 2873.28 143.66 3016.94 2681.73 338 2882.59 2528.59 316.07 2844.66 142.23 2986.89 2655.023196.05 339 2919.82 2561.25 320.16 2881.40 144.07 3025.47 2689.31 339 2890.82 2535.81 316.98 2852.78 142.64 2995.42 2662.603205.26 340 2928.05 2568.46 321.06 2889.52 144.48 3034.00 2696.89 340 2899.05 2543.03 317.88 2860.90 143.05 3003.95 2670.183214.47 341 2936.28 2575.68 321.96 2897.64 144.88 3042.53 2704.47 341 2907.28 2550.25 318.78 2869.03 143.45 3012.48 2677.763223.68 342 2944.51 2582.90 322.86 2905.77 145.29 3051.05 2712.05 342 2915.51 2557.46 319.68 2877.15 143.86 3021.01 2685.343232.89 343 2952.74 2590.12 323.77 2913.89 145.69 3059.58 2719.63 343 2923.74 2564.68 320.59 2885.27 144.26 3029.53 2692.923242.11 344 2960.97 2597.34 324.67 2922.01 146.10 3068.11 2727.21 344 2931.97 2571.90 321.49 2893.39 144.67 3038.06 2700.503251.32 345 2969.20 2604.56 325.57 2930.13 146.51 3076.64 2734.79 345 2940.20 2579.12 322.39 2901.51 145.08 3046.59 2708.083260.53 346 2977.43 2611.78 326.47 2938.25 146.91 3085.17 2742.37 346 2948.43 2586.34 323.29 2909.63 145.48 3055.12 2715.66


lead lead

AP-SOR-13-14 Rate

G=F/1.125

SSR RATE

With 14% OHCP (A)

SSR Rate Withou

14% OHCP

(B)


(C)

sub Total(D) =B+C


(E)=(D) x 5%

Total cost with

OH&CP,Scharges,VAT

F=(D+E)

AP-SOR-13-14

Rate G=F/1.125

SSR RATE

With 14% OHCP

(A)

SSR Rate

Withou 14%

OHCP (B)


(C)

sub Total(D) =B+C


(E)=(D) x 5%

Total cost with

OH&CP,Scharges,V

ATF=

(D+E)

AP-SOR-13-14 Rate

G=F/1.125

3269.74 347 2985.66 2619.00 327.38 2946.38 147.32 3093.69 2749.95 347 2956.66 2593.56 324.20 2917.76 145.89 3063.64 2723.243278.95 348 2993.89 2626.22 328.28 2954.50 147.72 3102.22 2757.53 348 2964.89 2600.78 325.10 2925.88 146.29 3072.17 2730.823288.16 349 3002.12 2633.44 329.18 2962.62 148.13 3110.75 2765.11 349 2973.12 2608.00 326.00 2934.00 146.70 3080.70 2738.403297.37 350 3010.35 2640.66 330.08 2970.74 148.54 3119.28 2772.69 350 2981.35 2615.22 326.90 2942.12 147.11 3089.23 2745.98

Lead charges Asper SSR-2013-14pipes 600 pipes 300

lead lead0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0.5 81.00 71.05 8.88 79.93 4.00 83.93 74.61 0.5 35.00 30.70 3.84 34.54 1.73 36.27 32.241 81.00 71.05 8.88 79.93 4.00 83.93 74.61 1 35.00 30.70 3.84 34.54 1.73 36.27 32.242 81.00 71.05 8.88 79.93 4.00 83.93 74.61 2 35.00 30.70 3.84 34.54 1.73 36.27 32.243 81.00 71.05 8.88 79.93 4.00 83.93 74.61 3 35.00 30.70 3.84 34.54 1.73 36.27 32.244 81.00 71.05 8.88 79.93 4.00 83.93 74.61 4 35.00 30.70 3.84 34.54 1.73 36.27 32.245 81.00 71.05 8.88 79.93 4.00 83.93 74.61 5 35.00 30.70 3.84 34.54 1.73 36.27 32.246 84.75 74.34 9.29 83.63 4.18 87.82 78.06 6 35.97 31.55 3.94 35.50 1.77 37.27 33.137 88.50 77.63 9.70 87.34 4.37 91.70 81.51 7 36.94 32.40 4.05 36.45 1.82 38.28 34.028 92.25 80.92 10.12 91.04 4.55 95.59 84.97 8 37.91 33.25 4.16 37.41 1.87 39.28 34.929 96.00 84.21 10.53 94.74 4.74 99.47 88.42 9 38.88 34.11 4.26 38.37 1.92 40.29 35.81

10 99.75 87.50 10.94 98.44 4.92 103.36 91.88 10 39.85 34.96 4.37 39.33 1.97 41.29 36.7011 103.50 90.79 11.35 102.14 5.11 107.25 95.33 11 40.82 35.81 4.48 40.28 2.01 42.30 37.6012 107.25 94.08 11.76 105.84 5.29 111.13 98.78 12 41.79 36.66 4.58 41.24 2.06 43.30 38.4913 111.00 97.37 12.17 109.54 5.48 115.02 102.24 13 42.76 37.51 4.69 42.20 2.11 44.31 39.3814 114.75 100.66 12.58 113.24 5.66 118.90 105.69 14 43.73 38.36 4.79 43.15 2.16 45.31 40.2815 118.50 103.95 12.99 116.94 5.85 122.79 109.14 15 44.70 39.21 4.90 44.11 2.21 46.32 41.1716 122.25 107.24 13.40 120.64 6.03 126.67 112.60 16 45.67 40.06 5.01 45.07 2.25 47.32 42.0617 126.00 110.53 13.82 124.34 6.22 130.56 116.05 17 46.64 40.91 5.11 46.03 2.30 48.33 42.9618 129.75 113.82 14.23 128.04 6.40 134.44 119.51 18 47.61 41.76 5.22 46.98 2.35 49.33 43.8519 133.50 117.11 14.64 131.74 6.59 138.33 122.96 19 48.58 42.61 5.33 47.94 2.40 50.34 44.7420 137.25 120.39 15.05 135.44 6.77 142.22 126.41 20 49.55 43.46 5.43 48.90 2.44 51.34 45.6421 141.00 123.68 15.46 139.14 6.96 146.10 129.87 21 50.52 44.32 5.54 49.86 2.49 52.35 46.5322 144.75 126.97 15.87 142.85 7.14 149.99 133.32 22 51.49 45.17 5.65 50.81 2.54 53.35 47.4223 148.50 130.26 16.28 146.55 7.33 153.87 136.78 23 52.46 46.02 5.75 51.77 2.59 54.36 48.3224 152.25 133.55 16.69 150.25 7.51 157.76 140.23 24 53.43 46.87 5.86 52.73 2.64 55.36 49.2125 156.00 136.84 17.11 153.95 7.70 161.64 143.68 25 54.40 47.72 5.96 53.68 2.68 56.37 50.1126 159.75 140.13 17.52 157.65 7.88 165.53 147.14 26 55.37 48.57 6.07 54.64 2.73 57.37 51.0027 163.50 143.42 17.93 161.35 8.07 169.42 150.59 27 56.34 49.42 6.18 55.60 2.78 58.38 51.8928 167.25 146.71 18.34 165.05 8.25 173.30 154.05 28 57.31 50.27 6.28 56.56 2.83 59.38 52.7929 171.00 150.00 18.75 168.75 8.44 177.19 157.50 29 58.28 51.12 6.39 57.51 2.88 60.39 53.6830 174.75 153.29 19.16 172.45 8.62 181.07 160.95 30 59.25 51.97 6.50 58.47 2.92 61.39 54.5731 178.50 156.58 19.57 176.15 8.81 184.96 164.41 31 60.22 52.82 6.60 59.43 2.97 62.40 55.47

SSR RATE

With 14% OHCP (A)

SSR Rate Withou

14% OHCP

(B)


(C)

sub Total(D) =B+C


(E)=(D) x 5%

Total cost with

OH&CP,Scharges,VAT

F=(D+E)

AP-SOR-13-14 Rate

G=F/1.125


SSR Rate Withou 14%

OHCP (B)


(C)

sub Total(D) =B+C

VAT @5% on

Sub-total (E)=(D) x 5%

Total cost with

OH&CP,Scharges,VAT

F=(D+E)

AP-SOR-13-14 Rate

G=F/1.125

pipes 600 pipes 300

lead lead

SSR RATE

With 14% OHCP (A)

SSR Rate Withou

14% OHCP

(B)


(C)

sub Total(D) =B+C


(E)=(D) x 5%

Total cost with

OH&CP,Scharges,VAT

F=(D+E)

AP-SOR-13-14 Rate

G=F/1.125


SSR Rate Withou 14%

OHCP (B)


(C)

sub Total(D) =B+C

VAT @5% on


Total cost with

OH&CP,Scharges,VAT

F=(D+E)

AP-SOR-13-14 Rate

G=F/1.125

32 182.25 159.87 19.98 179.85 8.99 188.84 167.86 32 61.19 53.68 6.71 60.38 3.02 63.40 56.3633 186.00 163.16 20.39 183.55 9.18 192.73 171.32 33 62.16 54.53 6.82 61.34 3.07 64.41 57.2534 189.75 166.45 20.81 187.25 9.36 196.62 174.77 34 63.13 55.38 6.92 62.30 3.11 65.41 58.1535 193.50 169.74 21.22 190.95 9.55 200.50 178.22 35 64.10 56.23 7.03 63.26 3.16 66.42 59.0436 197.25 173.03 21.63 194.65 9.73 204.39 181.68 36 65.07 57.08 7.13 64.21 3.21 67.42 59.9337 201.00 176.32 22.04 198.36 9.92 208.27 185.13 37 66.04 57.93 7.24 65.17 3.26 68.43 60.8338 204.75 179.61 22.45 202.06 10.10 212.16 188.59 38 67.01 58.78 7.35 66.13 3.31 69.43 61.7239 208.50 182.89 22.86 205.76 10.29 216.04 192.04 39 67.98 59.63 7.45 67.09 3.35 70.44 62.6140 212.25 186.18 23.27 209.46 10.47 219.93 195.49 40 68.95 60.48 7.56 68.04 3.40 71.44 63.5141 216.00 189.47 23.68 213.16 10.66 223.82 198.95 41 69.92 61.33 7.67 69.00 3.45 72.45 64.4042 219.75 192.76 24.10 216.86 10.84 227.70 202.40 42 70.89 62.18 7.77 69.96 3.50 73.46 65.2943 223.50 196.05 24.51 220.56 11.03 231.59 205.86 43 71.86 63.04 7.88 70.91 3.55 74.46 66.1944 227.25 199.34 24.92 224.26 11.21 235.47 209.31 44 72.83 63.89 7.99 71.87 3.59 75.47 67.0845 231.00 202.63 25.33 227.96 11.40 239.36 212.76 45 73.80 64.74 8.09 72.83 3.64 76.47 67.9746 234.75 205.92 25.74 231.66 11.58 243.24 216.22 46 74.77 65.59 8.20 73.79 3.69 77.48 68.8747 238.50 209.21 26.15 235.36 11.77 247.13 219.67 47 75.74 66.44 8.30 74.74 3.74 78.48 69.7648 242.25 212.50 26.56 239.06 11.95 251.02 223.13 48 76.71 67.29 8.41 75.70 3.79 79.49 70.6549 246.00 215.79 26.97 242.76 12.14 254.90 226.58 49 77.68 68.14 8.52 76.66 3.83 80.49 71.5550 249.75 219.08 27.38 246.46 12.32 258.79 230.03 50 78.65 68.99 8.62 77.62 3.88 81.50 72.4451 253.50 222.37 27.80 250.16 12.51 262.67 233.49 51 79.62 69.84 8.73 78.57 3.93 82.50 73.3352 257.25 225.66 28.21 253.87 12.69 266.56 236.94 52 80.59 70.69 8.84 79.53 3.98 83.51 74.2353 261.00 228.95 28.62 257.57 12.88 270.44 240.39 53 81.56 71.54 8.94 80.49 4.02 84.51 75.1254 264.75 232.24 29.03 261.27 13.06 274.33 243.85 54 82.53 72.39 9.05 81.44 4.07 85.52 76.0155 268.50 235.53 29.44 264.97 13.25 278.22 247.30 55 83.50 73.25 9.16 82.40 4.12 86.52 76.9156 272.25 238.82 29.85 268.67 13.43 282.10 250.76 56 84.47 74.10 9.26 83.36 4.17 87.53 77.8057 276.00 242.11 30.26 272.37 13.62 285.99 254.21 57 85.44 74.95 9.37 84.32 4.22 88.53 78.6958 279.75 245.39 30.67 276.07 13.80 289.87 257.66 58 86.41 75.80 9.47 85.27 4.26 89.54 79.5959 283.50 248.68 31.09 279.77 13.99 293.76 261.12 59 87.38 76.65 9.58 86.23 4.31 90.54 80.4860 287.25 251.97 31.50 283.47 14.17 297.64 264.57 60 88.35 77.50 9.69 87.19 4.36 91.55 81.3761 291.00 255.26 31.91 287.17 14.36 301.53 268.03 61 89.32 78.35 9.79 88.14 4.41 92.55 82.2762 294.75 258.55 32.32 290.87 14.54 305.42 271.48 62 90.29 79.20 9.90 89.10 4.46 93.56 83.1663 298.50 261.84 32.73 294.57 14.73 309.30 274.93 63 91.26 80.05 10.01 90.06 4.50 94.56 84.0664 302.25 265.13 33.14 298.27 14.91 313.19 278.39 64 92.23 80.90 10.11 91.02 4.55 95.57 84.9565 306.00 268.42 33.55 301.97 15.10 317.07 281.84 65 93.20 81.75 10.22 91.97 4.60 96.57 85.8466 309.75 271.71 33.96 305.67 15.28 320.96 285.30 66 94.17 82.61 10.33 92.93 4.65 97.58 86.74

pipes 600 pipes 300

lead lead

SSR RATE

With 14% OHCP (A)

SSR Rate Withou

14% OHCP

(B)


(C)

sub Total(D) =B+C


(E)=(D) x 5%

Total cost with

OH&CP,Scharges,VAT

F=(D+E)

AP-SOR-13-14 Rate

G=F/1.125


SSR Rate Withou 14%

OHCP (B)


(C)

sub Total(D) =B+C

VAT @5% on


Total cost with

OH&CP,Scharges,VAT

F=(D+E)

AP-SOR-13-14 Rate

G=F/1.125

67 313.50 275.00 34.38 309.38 15.47 324.84 288.75 67 95.14 83.46 10.43 93.89 4.69 98.58 87.6368 317.25 278.29 34.79 313.08 15.65 328.73 292.20 68 96.11 84.31 10.54 94.85 4.74 99.59 88.5269 321.00 281.58 35.20 316.78 15.84 332.62 295.66 69 97.08 85.16 10.64 95.80 4.79 100.59 89.4270 324.75 284.87 35.61 320.48 16.02 336.50 299.11 70 98.05 86.01 10.75 96.76 4.84 101.60 90.3171 328.50 288.16 36.02 324.18 16.21 340.39 302.57 71 99.02 86.86 10.86 97.72 4.89 102.60 91.2072 332.25 291.45 36.43 327.88 16.39 344.27 306.02 72 99.99 87.71 10.96 98.67 4.93 103.61 92.1073 336.00 294.74 36.84 331.58 16.58 348.16 309.47 73 100.96 88.56 11.07 99.63 4.98 104.61 92.9974 339.75 298.03 37.25 335.28 16.76 352.04 312.93 74 101.93 89.41 11.18 100.59 5.03 105.62 93.8875 343.50 301.32 37.66 338.98 16.95 355.93 316.38 75 102.90 90.26 11.28 101.55 5.08 106.62 94.7876 347.25 304.61 38.08 342.68 17.13 359.81 319.84 76 103.87 91.11 11.39 102.50 5.13 107.63 95.6777 351.00 307.89 38.49 346.38 17.32 363.70 323.29 77 104.84 91.96 11.50 103.46 5.17 108.63 96.5678 354.75 311.18 38.90 350.08 17.50 367.59 326.74 78 105.81 92.82 11.60 104.42 5.22 109.64 97.4679 358.50 314.47 39.31 353.78 17.69 371.47 330.20 79 106.78 93.67 11.71 105.37 5.27 110.64 98.3580 362.25 317.76 39.72 357.48 17.87 375.36 333.65 80 107.75 94.52 11.81 106.33 5.32 111.65 99.2481 366.00 321.05 40.13 361.18 18.06 379.24 337.11 81 108.72 95.37 11.92 107.29 5.36 112.65 100.1482 369.75 324.34 40.54 364.88 18.24 383.13 340.56 82 109.69 96.22 12.03 108.25 5.41 113.66 101.0383 373.50 327.63 40.95 368.59 18.43 387.01 344.01 83 110.66 97.07 12.13 109.20 5.46 114.66 101.9284 377.25 330.92 41.37 372.29 18.61 390.90 347.47 84 111.63 97.92 12.24 110.16 5.51 115.67 102.8285 381.00 334.21 41.78 375.99 18.80 394.79 350.92 85 112.60 98.77 12.35 111.12 5.56 116.67 103.7186 384.75 337.50 42.19 379.69 18.98 398.67 354.38 86 113.57 99.62 12.45 112.08 5.60 117.68 104.6087 388.50 340.79 42.60 383.39 19.17 402.56 357.83 87 114.54 100.47 12.56 113.03 5.65 118.68 105.5088 392.25 344.08 43.01 387.09 19.35 406.44 361.28 88 115.51 101.32 12.67 113.99 5.70 119.69 106.3989 396.00 347.37 43.42 390.79 19.54 410.33 364.74 89 116.48 102.18 12.77 114.95 5.75 120.69 107.2890 399.75 350.66 43.83 394.49 19.72 414.21 368.19 90 117.45 103.03 12.88 115.90 5.80 121.70 108.1891 403.50 353.95 44.24 398.19 19.91 418.10 371.64 91 118.42 103.88 12.98 116.86 5.84 122.70 109.0792 407.25 357.24 44.65 401.89 20.09 421.99 375.10 92 119.39 104.73 13.09 117.82 5.89 123.71 109.9693 411.00 360.53 45.07 405.59 20.28 425.87 378.55 93 120.36 105.58 13.20 118.78 5.94 124.72 110.8694 414.75 363.82 45.48 409.29 20.46 429.76 382.01 94 121.33 106.43 13.30 119.73 5.99 125.72 111.7595 418.50 367.11 45.89 412.99 20.65 433.64 385.46 95 122.30 107.28 13.41 120.69 6.03 126.73 112.6496 422.25 370.39 46.30 416.69 20.83 437.53 388.91 96 123.27 108.13 13.52 121.65 6.08 127.73 113.5497 426.00 373.68 46.71 420.39 21.02 441.41 392.37 97 124.24 108.98 13.62 122.61 6.13 128.74 114.4398 429.75 376.97 47.12 424.10 21.20 445.30 395.82 98 125.21 109.83 13.73 123.56 6.18 129.74 115.3299 433.50 380.26 47.53 427.80 21.39 449.19 399.28 99 126.18 110.68 13.84 124.52 6.23 130.75 116.22

100 437.25 383.55 47.94 431.50 21.57 453.07 402.73 100 127.15 111.54 13.94 125.48 6.27 131.75 117.11101 441.00 386.84 48.36 435.20 21.76 456.96 406.18 101 128.12 112.39 14.05 126.43 6.32 132.76 118.01

pipes 600 pipes 300

lead lead

SSR RATE

With 14% OHCP (A)

SSR Rate Withou

14% OHCP

(B)


(C)

sub Total(D) =B+C


(E)=(D) x 5%

Total cost with

OH&CP,Scharges,VAT

F=(D+E)

AP-SOR-13-14 Rate

G=F/1.125


SSR Rate Withou 14%

OHCP (B)


(C)

sub Total(D) =B+C

VAT @5% on


Total cost with

OH&CP,Scharges,VAT

F=(D+E)

AP-SOR-13-14 Rate

G=F/1.125

102 444.75 390.13 48.77 438.90 21.94 460.84 409.64 102 129.09 113.24 14.15 127.39 6.37 133.76 118.90103 448.50 393.42 49.18 442.60 22.13 464.73 413.09 103 130.06 114.09 14.26 128.35 6.42 134.77 119.79104 452.25 396.71 49.59 446.30 22.31 468.61 416.55 104 131.03 114.94 14.37 129.31 6.47 135.77 120.69105 456.00 400.00 50.00 450.00 22.50 472.50 420.00 105 132.00 115.79 14.47 130.26 6.51 136.78 121.58106 459.75 403.29 50.41 453.70 22.69 476.39 423.45 106 132.97 116.64 14.58 131.22 6.56 137.78 122.47107 463.50 406.58 50.82 457.40 22.87 480.27 426.91 107 133.94 117.49 14.69 132.18 6.61 138.79 123.37108 467.25 409.87 51.23 461.10 23.06 484.16 430.36 108 134.91 118.34 14.79 133.13 6.66 139.79 124.26109 471.00 413.16 51.64 464.80 23.24 488.04 433.82 109 135.88 119.19 14.90 134.09 6.70 140.80 125.15110 474.75 416.45 52.06 468.50 23.43 491.93 437.27 110 136.85 120.04 15.01 135.05 6.75 141.80 126.05111 478.50 419.74 52.47 472.20 23.61 495.81 440.72 111 137.82 120.89 15.11 136.01 6.80 142.81 126.94112 482.25 423.03 52.88 475.90 23.80 499.70 444.18 112 138.79 121.75 15.22 136.96 6.85 143.81 127.83113 486.00 426.32 53.29 479.61 23.98 503.59 447.63 113 139.76 122.60 15.32 137.92 6.90 144.82 128.73114 489.75 429.61 53.70 483.31 24.17 507.47 451.09 114 140.73 123.45 15.43 138.88 6.94 145.82 129.62115 493.50 432.89 54.11 487.01 24.35 511.36 454.54 115 141.70 124.30 15.54 139.84 6.99 146.83 130.51116 497.25 436.18 54.52 490.71 24.54 515.24 457.99 116 142.67 125.15 15.64 140.79 7.04 147.83 131.41117 501.00 439.47 54.93 494.41 24.72 519.13 461.45 117 143.64 126.00 15.75 141.75 7.09 148.84 132.30118 504.75 442.76 55.35 498.11 24.91 523.01 464.90 118 144.61 126.85 15.86 142.71 7.14 149.84 133.19119 508.50 446.05 55.76 501.81 25.09 526.90 468.36 119 145.58 127.70 15.96 143.66 7.18 150.85 134.09120 512.25 449.34 56.17 505.51 25.28 530.79 471.81 120 146.55 128.55 16.07 144.62 7.23 151.85 134.98121 516.00 452.63 56.58 509.21 25.46 534.67 475.26 121 147.52 129.40 16.18 145.58 7.28 152.86 135.87122 519.75 455.92 56.99 512.91 25.65 538.56 478.72 122 148.49 130.25 16.28 146.54 7.33 153.86 136.77123 523.50 459.21 57.40 516.61 25.83 542.44 482.17 123 149.46 131.11 16.39 147.49 7.37 154.87 137.66124 527.25 462.50 57.81 520.31 26.02 546.33 485.63 124 150.43 131.96 16.49 148.45 7.42 155.87 138.55125 531.00 465.79 58.22 524.01 26.20 550.21 489.08 125 151.40 132.81 16.60 149.41 7.47 156.88 139.45126 534.75 469.08 58.63 527.71 26.39 554.10 492.53 126 152.37 133.66 16.71 150.37 7.52 157.88 140.34127 538.50 472.37 59.05 531.41 26.57 557.99 495.99 127 153.34 134.51 16.81 151.32 7.57 158.89 141.23128 542.25 475.66 59.46 535.12 26.76 561.87 499.44 128 154.31 135.36 16.92 152.28 7.61 159.89 142.13129 546.00 478.95 59.87 538.82 26.94 565.76 502.89 129 155.28 136.21 17.03 153.24 7.66 160.90 143.02130 549.75 482.24 60.28 542.52 27.13 569.64 506.35 130 156.25 137.06 17.13 154.19 7.71 161.90 143.91131 553.50 485.53 60.69 546.22 27.31 573.53 509.80 131 157.22 137.91 17.24 155.15 7.76 162.91 144.81132 557.25 488.82 61.10 549.92 27.50 577.41 513.26 132 158.19 138.76 17.35 156.11 7.81 163.91 145.70133 561.00 492.11 61.51 553.62 27.68 581.30 516.71 133 159.16 139.61 17.45 157.07 7.85 164.92 146.59134 564.75 495.39 61.92 557.32 27.87 585.19 520.16 134 160.13 140.46 17.56 158.02 7.90 165.92 147.49135 568.50 498.68 62.34 561.02 28.05 589.07 523.62 135 161.10 141.32 17.66 158.98 7.95 166.93 148.38136 572.25 501.97 62.75 564.72 28.24 592.96 527.07 136 162.07 142.17 17.77 159.94 8.00 167.93 149.27

pipes 600 pipes 300

lead lead

SSR RATE

With 14% OHCP (A)

SSR Rate Withou

14% OHCP

(B)


(C)

sub Total(D) =B+C


(E)=(D) x 5%

Total cost with

OH&CP,Scharges,VAT

F=(D+E)

AP-SOR-13-14 Rate

G=F/1.125


SSR Rate Withou 14%

OHCP (B)


(C)

sub Total(D) =B+C

VAT @5% on


Total cost with

OH&CP,Scharges,VAT

F=(D+E)

AP-SOR-13-14 Rate

G=F/1.125

137 576.00 505.26 63.16 568.42 28.42 596.84 530.53 137 163.04 143.02 17.88 160.89 8.04 168.94 150.17138 579.75 508.55 63.57 572.12 28.61 600.73 533.98 138 164.01 143.87 17.98 161.85 8.09 169.94 151.06139 583.50 511.84 63.98 575.82 28.79 604.61 537.43 139 164.98 144.72 18.09 162.81 8.14 170.95 151.96140 587.25 515.13 64.39 579.52 28.98 608.50 540.89 140 165.95 145.57 18.20 163.77 8.19 171.95 152.85141 591.00 518.42 64.80 583.22 29.16 612.38 544.34 141 166.92 146.42 18.30 164.72 8.24 172.96 153.74142 594.75 521.71 65.21 586.92 29.35 616.27 547.80 142 167.89 147.27 18.41 165.68 8.28 173.96 154.64143 598.50 525.00 65.63 590.63 29.53 620.16 551.25 143 168.86 148.12 18.52 166.64 8.33 174.97 155.53144 602.25 528.29 66.04 594.33 29.72 624.04 554.70 144 169.83 148.97 18.62 167.60 8.38 175.98 156.42145 606.00 531.58 66.45 598.03 29.90 627.93 558.16 145 170.80 149.82 18.73 168.55 8.43 176.98 157.32146 609.75 534.87 66.86 601.73 30.09 631.81 561.61 146 171.77 150.68 18.83 169.51 8.48 177.99 158.21147 613.50 538.16 67.27 605.43 30.27 635.70 565.07 147 172.74 151.53 18.94 170.47 8.52 178.99 159.10148 617.25 541.45 67.68 609.13 30.46 639.58 568.52 148 173.71 152.38 19.05 171.42 8.57 180.00 160.00149 621.00 544.74 68.09 612.83 30.64 643.47 571.97 149 174.68 153.23 19.15 172.38 8.62 181.00 160.89150 624.75 548.03 68.50 616.53 30.83 647.36 575.43 150 175.65 154.08 19.26 173.34 8.67 182.01 161.78151 628.50 551.32 68.91 620.23 31.01 651.24 578.88 151 176.62 154.93 19.37 174.30 8.71 183.01 162.68152 632.25 554.61 69.33 623.93 31.20 655.13 582.34 152 177.59 155.78 19.47 175.25 8.76 184.02 163.57153 636.00 557.89 69.74 627.63 31.38 659.01 585.79 153 178.56 156.63 19.58 176.21 8.81 185.02 164.46154 639.75 561.18 70.15 631.33 31.57 662.90 589.24 154 179.53 157.48 19.69 177.17 8.86 186.03 165.36155 643.50 564.47 70.56 635.03 31.75 666.78 592.70 155 180.50 158.33 19.79 178.12 8.91 187.03 166.25156 647.25 567.76 70.97 638.73 31.94 670.67 596.15 156 181.47 159.18 19.90 179.08 8.95 188.04 167.14157 651.00 571.05 71.38 642.43 32.12 674.56 599.61 157 182.44 160.04 20.00 180.04 9.00 189.04 168.04158 654.75 574.34 71.79 646.13 32.31 678.44 603.06 158 183.41 160.89 20.11 181.00 9.05 190.05 168.93159 658.50 577.63 72.20 649.84 32.49 682.33 606.51 159 184.38 161.74 20.22 181.95 9.10 191.05 169.82160 662.25 580.92 72.62 653.54 32.68 686.21 609.97 160 185.35 162.59 20.32 182.91 9.15 192.06 170.72161 666.00 584.21 73.03 657.24 32.86 690.10 613.42 161 186.32 163.44 20.43 183.87 9.19 193.06 171.61162 669.75 587.50 73.44 660.94 33.05 693.98 616.88 162 187.29 164.29 20.54 184.83 9.24 194.07 172.50163 673.50 590.79 73.85 664.64 33.23 697.87 620.33 163 188.26 165.14 20.64 185.78 9.29 195.07 173.40164 677.25 594.08 74.26 668.34 33.42 701.76 623.78 164 189.23 165.99 20.75 186.74 9.34 196.08 174.29165 681.00 597.37 74.67 672.04 33.60 705.64 627.24 165 190.20 166.84 20.86 187.70 9.38 197.08 175.18166 684.75 600.66 75.08 675.74 33.79 709.53 630.69 166 191.17 167.69 20.96 188.65 9.43 198.09 176.08167 688.50 603.95 75.49 679.44 33.97 713.41 634.14 167 192.14 168.54 21.07 189.61 9.48 199.09 176.97168 692.25 607.24 75.90 683.14 34.16 717.30 637.60 168 193.11 169.39 21.17 190.57 9.53 200.10 177.86169 696.00 610.53 76.32 686.84 34.34 721.18 641.05 169 194.08 170.25 21.28 191.53 9.58 201.10 178.76170 699.75 613.82 76.73 690.54 34.53 725.07 644.51 170 195.05 171.10 21.39 192.48 9.62 202.11 179.65171 703.50 617.11 77.14 694.24 34.71 728.96 647.96 171 196.02 171.95 21.49 193.44 9.67 203.11 180.54

pipes 600 pipes 300

lead lead

SSR RATE

With 14% OHCP (A)

SSR Rate Withou

14% OHCP

(B)


(C)

sub Total(D) =B+C


(E)=(D) x 5%

Total cost with

OH&CP,Scharges,VAT

F=(D+E)

AP-SOR-13-14 Rate

G=F/1.125


SSR Rate Withou 14%

OHCP (B)


(C)

sub Total(D) =B+C

VAT @5% on


Total cost with

OH&CP,Scharges,VAT

F=(D+E)

AP-SOR-13-14 Rate

G=F/1.125

172 707.25 620.39 77.55 697.94 34.90 732.84 651.41 172 196.99 172.80 21.60 194.40 9.72 204.12 181.44173 711.00 623.68 77.96 701.64 35.08 736.73 654.87 173 197.96 173.65 21.71 195.36 9.77 205.12 182.33174 714.75 626.97 78.37 705.35 35.27 740.61 658.32 174 198.93 174.50 21.81 196.31 9.82 206.13 183.22175 718.50 630.26 78.78 709.05 35.45 744.50 661.78 175 199.90 175.35 21.92 197.27 9.86 207.13 184.12176 722.25 633.55 79.19 712.75 35.64 748.38 665.23 176 200.87 176.20 22.03 198.23 9.91 208.14 185.01177 726.00 636.84 79.61 716.45 35.82 752.27 668.68 177 201.84 177.05 22.13 199.18 9.96 209.14 185.91178 729.75 640.13 80.02 720.15 36.01 756.16 672.14 178 202.81 177.90 22.24 200.14 10.01 210.15 186.80179 733.50 643.42 80.43 723.85 36.19 760.04 675.59 179 203.78 178.75 22.34 201.10 10.05 211.15 187.69180 737.25 646.71 80.84 727.55 36.38 763.93 679.05 180 204.75 179.61 22.45 202.06 10.10 212.16 188.59181 741.00 650.00 81.25 731.25 36.56 767.81 682.50 181 205.72 180.46 22.56 203.01 10.15 213.16 189.48182 744.75 653.29 81.66 734.95 36.75 771.70 685.95 182 206.69 181.31 22.66 203.97 10.20 214.17 190.37183 748.50 656.58 82.07 738.65 36.93 775.58 689.41 183 207.66 182.16 22.77 204.93 10.25 215.17 191.27184 752.25 659.87 82.48 742.35 37.12 779.47 692.86 184 208.63 183.01 22.88 205.88 10.29 216.18 192.16185 756.00 663.16 82.89 746.05 37.30 783.36 696.32 185 209.60 183.86 22.98 206.84 10.34 217.18 193.05186 759.75 666.45 83.31 749.75 37.49 787.24 699.77 186 210.57 184.71 23.09 207.80 10.39 218.19 193.95187 763.50 669.74 83.72 753.45 37.67 791.13 703.22 187 211.54 185.56 23.20 208.76 10.44 219.19 194.84188 767.25 673.03 84.13 757.15 37.86 795.01 706.68 188 212.51 186.41 23.30 209.71 10.49 220.20 195.73189 771.00 676.32 84.54 760.86 38.04 798.90 710.13 189 213.48 187.26 23.41 210.67 10.53 221.20 196.63190 774.75 679.61 84.95 764.56 38.23 802.78 713.59 190 214.45 188.11 23.51 211.63 10.58 222.21 197.52191 778.50 682.89 85.36 768.26 38.41 806.67 717.04 191 215.42 188.96 23.62 212.59 10.63 223.21 198.41192 782.25 686.18 85.77 771.96 38.60 810.56 720.49 192 216.39 189.82 23.73 213.54 10.68 224.22 199.31193 786.00 689.47 86.18 775.66 38.78 814.44 723.95 193 217.36 190.67 23.83 214.50 10.72 225.22 200.20194 789.75 692.76 86.60 779.36 38.97 818.33 727.40 194 218.33 191.52 23.94 215.46 10.77 226.23 201.09195 793.50 696.05 87.01 783.06 39.15 822.21 730.86 195 219.30 192.37 24.05 216.41 10.82 227.24 201.99196 797.25 699.34 87.42 786.76 39.34 826.10 734.31 196 220.27 193.22 24.15 217.37 10.87 228.24 202.88197 801.00 702.63 87.83 790.46 39.52 829.98 737.76 197 221.24 194.07 24.26 218.33 10.92 229.25 203.77198 804.75 705.92 88.24 794.16 39.71 833.87 741.22 198 222.21 194.92 24.37 219.29 10.96 230.25 204.67199 808.50 709.21 88.65 797.86 39.89 837.75 744.67 199 223.18 195.77 24.47 220.24 11.01 231.26 205.56200 812.25 712.50 89.06 801.56 40.08 841.64 748.13 200 224.15 196.62 24.58 221.20 11.06 232.26 206.45201 816.00 715.79 89.47 805.26 40.26 845.53 751.58 201 225.12 197.47 24.68 222.16 11.11 233.27 207.35202 819.75 719.08 89.88 808.96 40.45 849.41 755.03 202 226.09 198.32 24.79 223.12 11.16 234.27 208.24203 823.50 722.37 90.30 812.66 40.63 853.30 758.49 203 227.06 199.18 24.90 224.07 11.20 235.28 209.13204 827.25 725.66 90.71 816.37 40.82 857.18 761.94 204 228.03 200.03 25.00 225.03 11.25 236.28 210.03205 831.00 728.95 91.12 820.07 41.00 861.07 765.39 205 229.00 200.88 25.11 225.99 11.30 237.29 210.92206 834.75 732.24 91.53 823.77 41.19 864.95 768.85 206 229.97 201.73 25.22 226.94 11.35 238.29 211.81

pipes 600 pipes 300

lead lead

SSR RATE

With 14% OHCP (A)

SSR Rate Withou

14% OHCP

(B)


(C)

sub Total(D) =B+C


(E)=(D) x 5%

Total cost with

OH&CP,Scharges,VAT

F=(D+E)

AP-SOR-13-14 Rate

G=F/1.125


SSR Rate Withou 14%

OHCP (B)


(C)

sub Total(D) =B+C

VAT @5% on


Total cost with

OH&CP,Scharges,VAT

F=(D+E)

AP-SOR-13-14 Rate

G=F/1.125

207 838.50 735.53 91.94 827.47 41.37 868.84 772.30 207 230.94 202.58 25.32 227.90 11.40 239.30 212.71208 842.25 738.82 92.35 831.17 41.56 872.73 775.76 208 231.91 203.43 25.43 228.86 11.44 240.30 213.60209 846.00 742.11 92.76 834.87 41.74 876.61 779.21 209 232.88 204.28 25.54 229.82 11.49 241.31 214.49210 849.75 745.39 93.17 838.57 41.93 880.50 782.66 210 233.85 205.13 25.64 230.77 11.54 242.31 215.39211 853.50 748.68 93.59 842.27 42.11 884.38 786.12 211 234.82 205.98 25.75 231.73 11.59 243.32 216.28212 857.25 751.97 94.00 845.97 42.30 888.27 789.57 212 235.79 206.83 25.85 232.69 11.63 244.32 217.17213 861.00 755.26 94.41 849.67 42.48 892.15 793.03 213 236.76 207.68 25.96 233.64 11.68 245.33 218.07214 864.75 758.55 94.82 853.37 42.67 896.04 796.48 214 237.73 208.54 26.07 234.60 11.73 246.33 218.96215 868.50 761.84 95.23 857.07 42.85 899.93 799.93 215 238.70 209.39 26.17 235.56 11.78 247.34 219.86216 872.25 765.13 95.64 860.77 43.04 903.81 803.39 216 239.67 210.24 26.28 236.52 11.83 248.34 220.75217 876.00 768.42 96.05 864.47 43.22 907.70 806.84 217 240.64 211.09 26.39 237.47 11.87 249.35 221.64218 879.75 771.71 96.46 868.17 43.41 911.58 810.30 218 241.61 211.94 26.49 238.43 11.92 250.35 222.54219 883.50 775.00 96.88 871.88 43.59 915.47 813.75 219 242.58 212.79 26.60 239.39 11.97 251.36 223.43220 887.25 778.29 97.29 875.58 43.78 919.35 817.20 220 243.55 213.64 26.71 240.35 12.02 252.36 224.32221 891.00 781.58 97.70 879.28 43.96 923.24 820.66 221 244.52 214.49 26.81 241.30 12.07 253.37 225.22222 894.75 784.87 98.11 882.98 44.15 927.13 824.11 222 245.49 215.34 26.92 242.26 12.11 254.37 226.11223 898.50 788.16 98.52 886.68 44.33 931.01 827.57 223 246.46 216.19 27.02 243.22 12.16 255.38 227.00224 902.25 791.45 98.93 890.38 44.52 934.90 831.02 224 247.43 217.04 27.13 244.17 12.21 256.38 227.90225 906.00 794.74 99.34 894.08 44.70 938.78 834.47 225 248.40 217.89 27.24 245.13 12.26 257.39 228.79226 909.75 798.03 99.75 897.78 44.89 942.67 837.93 226 249.37 218.75 27.34 246.09 12.30 258.39 229.68227 913.50 801.32 100.16 901.48 45.07 946.55 841.38 227 250.34 219.60 27.45 247.05 12.35 259.40 230.58228 917.25 804.61 100.58 905.18 45.26 950.44 844.84 228 251.31 220.45 27.56 248.00 12.40 260.40 231.47229 921.00 807.89 100.99 908.88 45.44 954.33 848.29 229 252.28 221.30 27.66 248.96 12.45 261.41 232.36230 924.75 811.18 101.40 912.58 45.63 958.21 851.74 230 253.25 222.15 27.77 249.92 12.50 262.41 233.26231 928.50 814.47 101.81 916.28 45.81 962.10 855.20 231 254.22 223.00 27.87 250.87 12.54 263.42 234.15232 932.25 817.76 102.22 919.98 46.00 965.98 858.65 232 255.19 223.85 27.98 251.83 12.59 264.42 235.04233 936.00 821.05 102.63 923.68 46.18 969.87 862.11 233 256.16 224.70 28.09 252.79 12.64 265.43 235.94234 939.75 824.34 103.04 927.38 46.37 973.75 865.56 234 257.13 225.55 28.19 253.75 12.69 266.43 236.83235 943.50 827.63 103.45 931.09 46.55 977.64 869.01 235 258.10 226.40 28.30 254.70 12.74 267.44 237.72236 947.25 830.92 103.87 934.79 46.74 981.53 872.47 236 259.07 227.25 28.41 255.66 12.78 268.44 238.62237 951.00 834.21 104.28 938.49 46.92 985.41 875.92 237 260.04 228.11 28.51 256.62 12.83 269.45 239.51238 954.75 837.50 104.69 942.19 47.11 989.30 879.38 238 261.01 228.96 28.62 257.58 12.88 270.45 240.40239 958.50 840.79 105.10 945.89 47.29 993.18 882.83 239 261.98 229.81 28.73 258.53 12.93 271.46 241.30240 962.25 844.08 105.51 949.59 47.48 997.07 886.28 240 262.95 230.66 28.83 259.49 12.97 272.46 242.19241 966.00 847.37 105.92 953.29 47.66 1000.95 889.74 241 263.92 231.51 28.94 260.45 13.02 273.47 243.08

pipes 600 pipes 300

lead lead

SSR RATE

With 14% OHCP (A)

SSR Rate Withou

14% OHCP

(B)


(C)

sub Total(D) =B+C


(E)=(D) x 5%

Total cost with

OH&CP,Scharges,VAT

F=(D+E)

AP-SOR-13-14 Rate

G=F/1.125


SSR Rate Withou 14%

OHCP (B)


(C)

sub Total(D) =B+C

VAT @5% on


Total cost with

OH&CP,Scharges,VAT

F=(D+E)

AP-SOR-13-14 Rate

G=F/1.125

242 969.75 850.66 106.33 956.99 47.85 1004.84 893.19 242 264.89 232.36 29.04 261.40 13.07 274.47 243.98243 973.50 853.95 106.74 960.69 48.03 1008.73 896.64 243 265.86 233.21 29.15 262.36 13.12 275.48 244.87244 977.25 857.24 107.15 964.39 48.22 1012.61 900.10 244 266.83 234.06 29.26 263.32 13.17 276.49 245.76245 981.00 860.53 107.57 968.09 48.40 1016.50 903.55 245 267.80 234.91 29.36 264.28 13.21 277.49 246.66246 984.75 863.82 107.98 971.79 48.59 1020.38 907.01 246 268.77 235.76 29.47 265.23 13.26 278.50 247.55247 988.50 867.11 108.39 975.49 48.77 1024.27 910.46 247 269.74 236.61 29.58 266.19 13.31 279.50 248.44248 992.25 870.39 108.80 979.19 48.96 1028.15 913.91 248 270.71 237.46 29.68 267.15 13.36 280.51 249.34249 996.00 873.68 109.21 982.89 49.14 1032.04 917.37 249 271.68 238.32 29.79 268.11 13.41 281.51 250.23250 999.75 876.97 109.62 986.60 49.33 1035.93 920.82 250 272.65 239.17 29.90 269.06 13.45 282.52 251.13251 1003.50 880.26 110.03 990.30 49.51 1039.81 924.28 251 273.62 240.02 30.00 270.02 13.50 283.52 252.02252 1007.25 883.55 110.44 994.00 49.70 1043.70 927.73 252 274.59 240.87 30.11 270.98 13.55 284.53 252.91253 1011.00 886.84 110.86 997.70 49.88 1047.58 931.18 253 275.56 241.72 30.21 271.93 13.60 285.53 253.81254 1014.75 890.13 111.27 1001.40 50.07 1051.47 934.64 254 276.53 242.57 30.32 272.89 13.64 286.54 254.70255 1018.50 893.42 111.68 1005.10 50.25 1055.35 938.09 255 277.50 243.42 30.43 273.85 13.69 287.54 255.59256 1022.25 896.71 112.09 1008.80 50.44 1059.24 941.55 256 278.47 244.27 30.53 274.81 13.74 288.55 256.49257 1026.00 900.00 112.50 1012.50 50.63 1063.13 945.00 257 279.44 245.12 30.64 275.76 13.79 289.55 257.38258 1029.75 903.29 112.91 1016.20 50.81 1067.01 948.45 258 280.41 245.97 30.75 276.72 13.84 290.56 258.27259 1033.50 906.58 113.32 1019.90 51.00 1070.90 951.91 259 281.38 246.82 30.85 277.68 13.88 291.56 259.17260 1037.25 909.87 113.73 1023.60 51.18 1074.78 955.36 260 282.35 247.68 30.96 278.63 13.93 292.57 260.06261 1041.00 913.16 114.14 1027.30 51.37 1078.67 958.82 261 283.32 248.53 31.07 279.59 13.98 293.57 260.95262 1044.75 916.45 114.56 1031.00 51.55 1082.55 962.27 262 284.29 249.38 31.17 280.55 14.03 294.58 261.85263 1048.50 919.74 114.97 1034.70 51.74 1086.44 965.72 263 285.26 250.23 31.28 281.51 14.08 295.58 262.74264 1052.25 923.03 115.38 1038.40 51.92 1090.32 969.18 264 286.23 251.08 31.38 282.46 14.12 296.59 263.63265 1056.00 926.32 115.79 1042.11 52.11 1094.21 972.63 265 287.20 251.93 31.49 283.42 14.17 297.59 264.53266 1059.75 929.61 116.20 1045.81 52.29 1098.10 976.09 266 288.17 252.78 31.60 284.38 14.22 298.60 265.42267 1063.50 932.89 116.61 1049.51 52.48 1101.98 979.54 267 289.14 253.63 31.70 285.34 14.27 299.60 266.31268 1067.25 936.18 117.02 1053.21 52.66 1105.87 982.99 268 290.11 254.48 31.81 286.29 14.31 300.61 267.21269 1071.00 939.47 117.43 1056.91 52.85 1109.75 986.45 269 291.08 255.33 31.92 287.25 14.36 301.61 268.10270 1074.75 942.76 117.85 1060.61 53.03 1113.64 989.90 270 292.05 256.18 32.02 288.21 14.41 302.62 268.99271 1078.50 946.05 118.26 1064.31 53.22 1117.52 993.36 271 293.02 257.04 32.13 289.16 14.46 303.62 269.89272 1082.25 949.34 118.67 1068.01 53.40 1121.41 996.81 272 293.99 257.89 32.24 290.12 14.51 304.63 270.78273 1086.00 952.63 119.08 1071.71 53.59 1125.30 1000.26 273 294.96 258.74 32.34 291.08 14.55 305.63 271.67274 1089.75 955.92 119.49 1075.41 53.77 1129.18 1003.72 274 295.93 259.59 32.45 292.04 14.60 306.64 272.57275 1093.50 959.21 119.90 1079.11 53.96 1133.07 1007.17 275 296.90 260.44 32.55 292.99 14.65 307.64 273.46276 1097.25 962.50 120.31 1082.81 54.14 1136.95 1010.63 276 297.87 261.29 32.66 293.95 14.70 308.65 274.35

pipes 600 pipes 300

lead lead

SSR RATE

With 14% OHCP (A)

SSR Rate Withou

14% OHCP

(B)


(C)

sub Total(D) =B+C


(E)=(D) x 5%

Total cost with

OH&CP,Scharges,VAT

F=(D+E)

AP-SOR-13-14 Rate

G=F/1.125


SSR Rate Withou 14%

OHCP (B)


(C)

sub Total(D) =B+C

VAT @5% on


Total cost with

OH&CP,Scharges,VAT

F=(D+E)

AP-SOR-13-14 Rate

G=F/1.125

277 1101.00 965.79 120.72 1086.51 54.33 1140.84 1014.08 277 298.84 262.14 32.77 294.91 14.75 309.65 275.25278 1104.75 969.08 121.13 1090.21 54.51 1144.72 1017.53 278 299.81 262.99 32.87 295.87 14.79 310.66 276.14279 1108.50 972.37 121.55 1093.91 54.70 1148.61 1020.99 279 300.78 263.84 32.98 296.82 14.84 311.66 277.03280 1112.25 975.66 121.96 1097.62 54.88 1152.50 1024.44 280 301.75 264.69 33.09 297.78 14.89 312.67 277.93281 1116.00 978.95 122.37 1101.32 55.07 1156.38 1027.89 281 302.72 265.54 33.19 298.74 14.94 313.67 278.82282 1119.75 982.24 122.78 1105.02 55.25 1160.27 1031.35 282 303.69 266.39 33.30 299.69 14.98 314.68 279.71283 1123.50 985.53 123.19 1108.72 55.44 1164.15 1034.80 283 304.66 267.25 33.41 300.65 15.03 315.68 280.61284 1127.25 988.82 123.60 1112.42 55.62 1168.04 1038.26 284 305.63 268.10 33.51 301.61 15.08 316.69 281.50285 1131.00 992.11 124.01 1116.12 55.81 1171.92 1041.71 285 306.60 268.95 33.62 302.57 15.13 317.69 282.39286 1134.75 995.39 124.42 1119.82 55.99 1175.81 1045.16 286 307.57 269.80 33.72 303.52 15.18 318.70 283.29287 1138.50 998.68 124.84 1123.52 56.18 1179.70 1048.62 287 308.54 270.65 33.83 304.48 15.22 319.70 284.18288 1142.25 1001.97 125.25 1127.22 56.36 1183.58 1052.07 288 309.51 271.50 33.94 305.44 15.27 320.71 285.08289 1146.00 1005.26 125.66 1130.92 56.55 1187.47 1055.53 289 310.48 272.35 34.04 306.39 15.32 321.71 285.97290 1149.75 1008.55 126.07 1134.62 56.73 1191.35 1058.98 290 311.45 273.20 34.15 307.35 15.37 322.72 286.86291 1153.50 1011.84 126.48 1138.32 56.92 1195.24 1062.43 291 312.42 274.05 34.26 308.31 15.42 323.72 287.76292 1157.25 1015.13 126.89 1142.02 57.10 1199.12 1065.89 292 313.39 274.90 34.36 309.27 15.46 324.73 288.65293 1161.00 1018.42 127.30 1145.72 57.29 1203.01 1069.34 293 314.36 275.75 34.47 310.22 15.51 325.73 289.54294 1164.75 1021.71 127.71 1149.42 57.47 1206.90 1072.80 294 315.33 276.61 34.58 311.18 15.56 326.74 290.44295 1168.50 1025.00 128.13 1153.13 57.66 1210.78 1076.25 295 316.30 277.46 34.68 312.14 15.61 327.75 291.33296 1172.25 1028.29 128.54 1156.83 57.84 1214.67 1079.70 296 317.27 278.31 34.79 313.10 15.65 328.75 292.22297 1176.00 1031.58 128.95 1160.53 58.03 1218.55 1083.16 297 318.24 279.16 34.89 314.05 15.70 329.76 293.12298 1179.75 1034.87 129.36 1164.23 58.21 1222.44 1086.61 298 319.21 280.01 35.00 315.01 15.75 330.76 294.01299 1183.50 1038.16 129.77 1167.93 58.40 1226.32 1090.07 299 320.18 280.86 35.11 315.97 15.80 331.77 294.90300 1187.25 1041.45 130.18 1171.63 58.58 1230.21 1093.52 300 321.15 281.71 35.21 316.92 15.85 332.77 295.80301 1191.00 1044.74 130.59 1175.33 58.77 1234.10 1096.97 301 322.12 282.56 35.32 317.88 15.89 333.78 296.69302 1194.75 1048.03 131.00 1179.03 58.95 1237.98 1100.43 302 323.09 283.41 35.43 318.84 15.94 334.78 297.58303 1198.50 1051.32 131.41 1182.73 59.14 1241.87 1103.88 303 324.06 284.26 35.53 319.80 15.99 335.79 298.48304 1202.25 1054.61 131.83 1186.43 59.32 1245.75 1107.34 304 325.03 285.11 35.64 320.75 16.04 336.79 299.37305 1206.00 1057.89 132.24 1190.13 59.51 1249.64 1110.79 305 326.00 285.96 35.75 321.71 16.09 337.80 300.26306 1209.75 1061.18 132.65 1193.83 59.69 1253.52 1114.24 306 326.97 286.82 35.85 322.67 16.13 338.80 301.16307 1213.50 1064.47 133.06 1197.53 59.88 1257.41 1117.70 307 327.94 287.67 35.96 323.63 16.18 339.81 302.05308 1217.25 1067.76 133.47 1201.23 60.06 1261.30 1121.15 308 328.91 288.52 36.06 324.58 16.23 340.81 302.94309 1221.00 1071.05 133.88 1204.93 60.25 1265.18 1124.61 309 329.88 289.37 36.17 325.54 16.28 341.82 303.84310 1224.75 1074.34 134.29 1208.63 60.43 1269.07 1128.06 310 330.85 290.22 36.28 326.50 16.32 342.82 304.73311 1228.50 1077.63 134.70 1212.34 60.62 1272.95 1131.51 311 331.82 291.07 36.38 327.45 16.37 343.83 305.62

pipes 600 pipes 300

lead lead

SSR RATE

With 14% OHCP (A)

SSR Rate Withou

14% OHCP

(B)


(C)

sub Total(D) =B+C


(E)=(D) x 5%

Total cost with

OH&CP,Scharges,VAT

F=(D+E)

AP-SOR-13-14 Rate

G=F/1.125


SSR Rate Withou 14%

OHCP (B)


(C)

sub Total(D) =B+C

VAT @5% on


Total cost with

OH&CP,Scharges,VAT

F=(D+E)

AP-SOR-13-14 Rate

G=F/1.125

312 1232.25 1080.92 135.12 1216.04 60.80 1276.84 1134.97 312 332.79 291.92 36.49 328.41 16.42 344.83 306.52313 1236.00 1084.21 135.53 1219.74 60.99 1280.72 1138.42 313 333.76 292.77 36.60 329.37 16.47 345.84 307.41314 1239.75 1087.50 135.94 1223.44 61.17 1284.61 1141.88 314 334.73 293.62 36.70 330.33 16.52 346.84 308.30315 1243.50 1090.79 136.35 1227.14 61.36 1288.50 1145.33 315 335.70 294.47 36.81 331.28 16.56 347.85 309.20316 1247.25 1094.08 136.76 1230.84 61.54 1292.38 1148.78 316 336.67 295.32 36.92 332.24 16.61 348.85 310.09317 1251.00 1097.37 137.17 1234.54 61.73 1296.27 1152.24 317 337.64 296.18 37.02 333.20 16.66 349.86 310.98318 1254.75 1100.66 137.58 1238.24 61.91 1300.15 1155.69 318 338.61 297.03 37.13 334.15 16.71 350.86 311.88319 1258.50 1103.95 137.99 1241.94 62.10 1304.04 1159.14 319 339.58 297.88 37.23 335.11 16.76 351.87 312.77320 1262.25 1107.24 138.40 1245.64 62.28 1307.92 1162.60 320 340.55 298.73 37.34 336.07 16.80 352.87 313.66321 1266.00 1110.53 138.82 1249.34 62.47 1311.81 1166.05 321 341.52 299.58 37.45 337.03 16.85 353.88 314.56322 1269.75 1113.82 139.23 1253.04 62.65 1315.69 1169.51 322 342.49 300.43 37.55 337.98 16.90 354.88 315.45323 1273.50 1117.11 139.64 1256.74 62.84 1319.58 1172.96 323 343.46 301.28 37.66 338.94 16.95 355.89 316.34324 1277.25 1120.39 140.05 1260.44 63.02 1323.47 1176.41 324 344.43 302.13 37.77 339.90 16.99 356.89 317.24325 1281.00 1123.68 140.46 1264.14 63.21 1327.35 1179.87 325 345.40 302.98 37.87 340.86 17.04 357.90 318.13326 1284.75 1126.97 140.87 1267.85 63.39 1331.24 1183.32 326 346.37 303.83 37.98 341.81 17.09 358.90 319.03327 1288.50 1130.26 141.28 1271.55 63.58 1335.12 1186.78 327 347.34 304.68 38.09 342.77 17.14 359.91 319.92328 1292.25 1133.55 141.69 1275.25 63.76 1339.01 1190.23 328 348.31 305.54 38.19 343.73 17.19 360.91 320.81329 1296.00 1136.84 142.11 1278.95 63.95 1342.89 1193.68 329 349.28 306.39 38.30 344.68 17.23 361.92 321.71330 1299.75 1140.13 142.52 1282.65 64.13 1346.78 1197.14 330 350.25 307.24 38.40 345.64 17.28 362.92 322.60331 1303.50 1143.42 142.93 1286.35 64.32 1350.67 1200.59 331 351.22 308.09 38.51 346.60 17.33 363.93 323.49332 1307.25 1146.71 143.34 1290.05 64.50 1354.55 1204.05 332 352.19 308.94 38.62 347.56 17.38 364.93 324.39333 1311.00 1150.00 143.75 1293.75 64.69 1358.44 1207.50 333 353.16 309.79 38.72 348.51 17.43 365.94 325.28334 1314.75 1153.29 144.16 1297.45 64.87 1362.32 1210.95 334 354.13 310.64 38.83 349.47 17.47 366.94 326.17335 1318.50 1156.58 144.57 1301.15 65.06 1366.21 1214.41 335 355.10 311.49 38.94 350.43 17.52 367.95 327.07336 1322.25 1159.87 144.98 1304.85 65.24 1370.09 1217.86 336 356.07 312.34 39.04 351.38 17.57 368.95 327.96337 1326.00 1163.16 145.39 1308.55 65.43 1373.98 1221.32 337 357.04 313.19 39.15 352.34 17.62 369.96 328.85338 1329.75 1166.45 145.81 1312.25 65.61 1377.87 1224.77 338 358.01 314.04 39.26 353.30 17.66 370.96 329.75339 1333.50 1169.74 146.22 1315.95 65.80 1381.75 1228.22 339 358.98 314.89 39.36 354.26 17.71 371.97 330.64340 1337.25 1173.03 146.63 1319.65 65.98 1385.64 1231.68 340 359.95 315.75 39.47 355.21 17.76 372.97 331.53341 1341.00 1176.32 147.04 1323.36 66.17 1389.52 1235.13 341 360.92 316.60 39.57 356.17 17.81 373.98 332.43342 1344.75 1179.61 147.45 1327.06 66.35 1393.41 1238.59 342 361.89 317.45 39.68 357.13 17.86 374.98 333.32343 1348.50 1182.89 147.86 1330.76 66.54 1397.29 1242.04 343 362.86 318.30 39.79 358.09 17.90 375.99 334.21344 1352.25 1186.18 148.27 1334.46 66.72 1401.18 1245.49 344 363.83 319.15 39.89 359.04 17.95 376.99 335.11345 1356.00 1189.47 148.68 1338.16 66.91 1405.07 1248.95 345 364.80 320.00 40.00 360.00 18.00 378.00 336.00346 1359.75 1192.76 149.10 1341.86 67.09 1408.95 1252.40 346 365.77 320.85 40.11 360.96 18.05 379.01 336.89

pipes 600 pipes 300

lead lead

SSR RATE

With 14% OHCP (A)

SSR Rate Withou

14% OHCP

(B)


(C)

sub Total(D) =B+C


(E)=(D) x 5%

Total cost with

OH&CP,Scharges,VAT

F=(D+E)

AP-SOR-13-14 Rate

G=F/1.125


SSR Rate Withou 14%

OHCP (B)


(C)

sub Total(D) =B+C

VAT @5% on


Total cost with

OH&CP,Scharges,VAT

F=(D+E)

AP-SOR-13-14 Rate

G=F/1.125

347 1363.50 1196.05 149.51 1345.56 67.28 1412.84 1255.86 347 366.74 321.70 40.21 361.91 18.10 380.01 337.79348 1367.25 1199.34 149.92 1349.26 67.46 1416.72 1259.31 348 367.71 322.55 40.32 362.87 18.14 381.02 338.68349 1371.00 1202.63 150.33 1352.96 67.65 1420.61 1262.76 349 368.68 323.40 40.43 363.83 18.19 382.02 339.57350 1374.75 1205.92 150.74 1356.66 67.83 1424.49 1266.22 350 369.65 324.25 40.53 364.79 18.24 383.03 340.47

Name of Work :Providing B.T on R/F _________________________________________________________As per IS 458

NP3 - RCC pipes made by Casting process

Dia in mm Steel kgs/mLongi spiral

300 50 0.78 1.53 0.0549779 2.4936 5100 6090.00 46000 43575.00 19.59 -6.05

450 65 0.78 1.9 0.1051648 2.908 5100 6090.00 46000 43575.00 37.48 -7.05

600 75 1.18 2.2 0.1590431 3.644 5100 6090.00 46000 43575.00 56.68 -8.84

700 85 1.18 4.87 0.2096228 6.6344 5100 6090.00 46000 43575.00 74.71 -16.09

900 100 2.66 11.55 0.3141593 15.596 5100 6090.00 46000 43575.00 111.97 -37.82

1000 115 2.66 15.7 0.4028307 20.244 5100 6090.00 46000 43575.00 143.57 -49.09

1200 125 3.55 21.25 0.5203263 27.35 5100 6090.00 46000 43575.00 185.44 -66.320.0731598

Min. cement for NP3 pipes = 360 kg/ cumCement Rate

Final pipe rate

1 5178.00 94.48 296.21 651.68 6220.37

2 908.00 8.65 51.50 113.30 1081.45

3 4171.00 74.15 238.49 524.70 5008.34

4 900mm Dia Collar 726.00 7.78 41.22 90.70 865.70

5 2019.00 47.84 116.12 255.46 2438.42

Barrel thickness in mm

CC qty in cum

steel qty in kgs

Cement Rate

adopted

Present Cement

Rate

Steel Rate

adoptedPresent

steel Rate

Variation in cost of Cement (S2-S1)/1000

X Ws

Variation in cost of Steel (S2-S1)/1000 X

Ws

SSR13-14 Rate

variation cost of cement

and steel

1000mm Dia NP3 Class

CST @ 5%

CED 12.36%

1000mm Dia Collar

CST @ 5%

900mm Dia NP3 Class

CST @ 5%

CED 12.36%

CST @ 5%

600mm Dia NP3 Class

CST @ 5%

CED 12.36%

6 600mm Dia Collar 364.00 4.01 20.68 45.49 434.18

7 791.00 13.54 45.20 99.44 949.18

8 300mm Dia Collar 124.00 1.47 7.05 15.51 148.03

CED 12.36%

CST @ 5%

300mm Dia NP3 Class

CST @ 5%

CED 12.36%

CST @ 5%

13.54

30.43 1.1200

47.84

58.62

74.15

94.48

119.12

Total Variation

Name of Work :Providing B.T on R/F _________________________________________________________As per IS 458

NP3 - RCC Collars

SteelLongi spiral

300 16 30 150 0.11 0.22 0.00653 0.3564 5100.00 6090.00 46000.00 43575.00 2.33 -0.86 1.47

450 19 35 200 0.15 0.6 0.01436 0.822 5100.00 6090.00 46000.00 43575.00 5.12 -1.99 3.13

600 19 40 200 0.23 1.05 0.02081 1.406 5100.00 6090.00 46000.00 43575.00 7.42 -3.41 4.01

700 19 45 200 0.23 1.85 0.02695 2.302 5100.00 6090.00 46000.00 43575.00 9.6 -5.58 4.02

900 19 55 200 0.33 2.25 0.04123 2.85 5100.00 6090.00 46000.00 43575.00 14.69 -6.91 7.78

1000 19 60 200 0.33 3.09 0.05006 3.7908 5100.00 6090.00 46000.00 43575.00 17.84 -9.19 8.65

1200 19 75 200 0.5 5.08 0.07365 6.1896 5100.00 6090.00 46000.00 43575.00 26.25 -15.01 11.24

Dia in mm

Caulking space in

mmthickness

in mmlength in mm

CC qty in cum

steel qty in kgs

Cement Rate

adopted

Present Cement

Rate

Steel Rate

adoptedPresent

steel Rate

Variation in cost of Cement

(S2-S1)/1000 X Ws

Variation in cost of Steel (S2-S1)/1000

X WsTotal

Variation

Model PMGSY Road Datas 2013-14-SSR

Documents

Transcript of Model PMGSY Road Datas 2013-14-SSR