Data Sheet 2010-11 war

Name of Work :-

GENERAL ABSTRACT

Sl.No. Particulars Total

1 Civil works 6577022

2 water supply and sanitation 257294

3 Electrification 239968

4 Sub Total Rs. 7074284

5 Provision for technical personnel - 1% 80000

6 Provision for insurance 25000

7 Provision for electrical service charges 50000

8 Provision for approach roads

9 Provision for soil testing charges & Structural designs 60000

10 Provision for foundation stone & inaugaration of building 20000

11 Provision for Bore well, submersible pumpset and all other accessories

12 Provision for escallation of rates 0

13 Provision for unforace items of works

14 Add Tender premium

15 Add Vat @ 4% 282,971

16 Add Engineering Consultancy (Designs, Soil investigation) Chargers @ 1% 20600

TOTAL AMOUNT RS. 7612855

Asst.Engineer, Deputy Exe. Engineer, Executive. Engineer Superintending EngineerPRI, MP Siddipet, PRI, SD Siddipet, PRI, Siddipet PR Circle, Medak

LEAD STATEMENT

SSR-2010-11(October, 2010)

Name of Work :-

S.NO Description of item Source of Supply Unit Initial cost Net Rate

1 2 3 4 5 6 7 8 9 10 11 12 13 14

1 Sand for mortar Sircilla 1cum 99.00 769.20 130.00 0.00 0.00 899.20

2 Sand for mortar (Screened) Sircilla P12-28 1cum 99.00 769.20 260.00 0.00 0.00 1029.20

3 Sand for filling Local M-004 1cum 5.00 50.35 110.00 0.00 0.00 160.35

4 40mm HBG metalM-055

1cum 28.00 255.20 745.00 0.00 -186.25 0.00 0.00 813.95

5 40mm HBG metal (MC) M-055 1cum 28.00 255.20 745.00 0.00 0.00 1000.20

6 20mm HBG metal(MC) M-053 1cum 28.00 255.20 1175.00 0.00 0.00 1430.20

7 13.2/12.50 mm HBGmetal(MC) M-052 1cum 28.00 255.20 980.00 0.00 0.00 1235.20



10 Rough Stones M-148 1cum 28.00 255.20 205.00 0.00 0.00 460.20

11 C.R Stones P14-23.a 1cum 28.00 255.20 218.00 69.00 0.00 0.00 542.20

12 Bond Stones P14-28 1cum 28.00 255.20 1041.67 0.00 0.00 1296.87

13 Bricks(Second class) BMT-A-01 1000Nos 40.00 507.98 3100.00 0.00 38.50 0.00 0.00 3646.48

14 Cement At Site 1 MT . 0.00 4600.00 0.00 0.00 0.00 0.00 4600.00

15 HYSD Steel (Fe -415) At Site 1 MT - 0.00 34500.00 0.00 0.00 0.00 0.00 34500.00

16 Mild Steel Bars - 6mm dia At Site 1 MT - 0.00 34000.00 0.00 0.00 0.00 0.00 34000.00

17 water At Site M-189 1000 Lts 1.00 9.69 70.00 0 0 0 79.69

18 Gravel LocalM-008

1cum 3.00 40.20 72.50 40.00 0.00 0.00 152.70

19 Polished shabad stone 15 to 18 mm thick (0.45x0.304 m ) 40.00 76.20 1291.00 0.00 0.00 1367.20

Asst. Engineer Deputy Exe.Engineer Executive.Engineer Superintending Engineer

PRI, Siddipet PRI, Siddipet PRI, Siddipet PR Circle, Medak

SSR.Item No.

lead in kms

Lead charges(VP 328)

Blasting charges

Machine Crushe

d charges

Seigniorage

charges

Loading charges (V.P-323)

Unloading charges (V.P-328)

M-005 (VP 243)

BRICKS

lead Rate Rate Rate Rate Rate Rate Rate Rate Rate1 21.50 19.10 28.00 4.20 0.45 31.75 55.40 96.90 117.002 30.20 26.70 39.20 5.88 0.63 44.46 55.40 96.90 117.003 40.20 40.20 59.10 8.87 0.95 59.28 55.40 96.90 117.004 48.80 48.80 71.80 10.77 1.15 71.98 55.40 96.90 117.005 57.40 57.40 84.50 12.67 1.35 84.68 55.40 96.90 117.006 66.00 66.00 97.20 14.58 1.56 97.38 57.90 102.50 122.607 74.60 74.60 109.90 16.49 1.76 110.08 60.40 108.10 128.208 83.20 83.20 122.60 18.39 1.96 122.78 62.90 113.70 133.809 91.80 91.80 135.30 20.30 2.16 135.48 65.40 119.30 139.40

10 100.40 100.40 148.00 22.20 2.37 148.18 67.90 124.90 145.0011 109.00 109.00 160.70 24.10 2.57 160.88 70.40 130.50 150.6012 117.60 117.60 173.40 26.01 2.77 173.58 72.90 136.10 156.2013 126.20 126.20 186.10 27.91 2.98 186.28 75.40 141.70 161.8014 134.80 134.80 198.80 29.82 3.18 198.98 77.90 147.30 167.4015 143.40 143.40 211.50 31.72 3.38 211.68 80.40 152.90 173.0016 152.00 152.00 224.20 33.63 3.59 224.38 82.90 158.50 178.6017 160.60 160.60 236.90 35.53 3.79 237.08 85.40 164.10 184.2018 169.20 169.20 249.60 37.44 3.99 249.78 87.90 169.70 189.8019 177.80 177.80 262.30 39.34 4.20 262.48 90.40 175.30 195.4020 186.40 186.40 275.00 41.25 4.40 275.18 92.90 180.90 201.0021 195.00 195.00 287.70 43.15 4.60 287.88 95.40 186.50 206.6022 203.60 203.60 300.40 45.06 4.81 300.58 97.90 192.10 212.2023 212.20 212.20 313.10 46.96 5.01 313.28 100.40 197.70 217.8024 220.80 220.80 325.80 48.87 5.21 325.98 102.90 203.30 223.4025 229.40 229.40 338.50 50.77 5.42 338.68 105.40 208.90 229.0026 238.00 238.00 351.20 52.68 5.62 351.38 107.90 214.50 234.6027 246.60 246.60 363.90 54.58 5.82 364.08 110.40 220.10 240.2028 255.20 255.20 376.60 56.49 6.03 376.78 112.90 225.70 245.8029 263.80 263.80 389.30 58.39 6.23 389.48 115.40 231.30 251.4030 272.40 272.40 402.00 60.30 6.43 402.18 117.90 236.90 257.0031 279.60 279.60 412.60 61.89 6.60 412.76 120.40 242.50 262.6032 286.80 286.80 423.20 63.48 6.77 423.34 122.90 248.10 268.2033 294.00 294.00 433.80 65.07 6.94 433.92 125.40 253.70 273.8034 301.20 301.20 444.40 66.66 7.11 444.50 127.90 259.30 279.4035 308.40 308.40 455.00 68.25 7.28 455.08 130.40 264.90 285.00

Earth, Gravel &

Sand

Rubble, Coarse

aggregate

Kadapa Slabs

Kadapa Slabs 15 mm thick

Granite 16-18mm thick 600 mm

Dia Pipes

900 mm Dia Pipes

1000 mm Dia Pipes

BRICKSEarth, Gravel &

Sand

Rubble, Coarse

aggregate

Kadapa Slabs



Dia Pipes

900 mm Dia Pipes

1000 mm Dia Pipes

36 315.60 315.60 465.60 69.84 7.45 465.66 132.90 270.50 290.6037 322.80 322.80 476.20 71.43 7.62 476.24 135.40 276.10 296.2038 330.00 330.00 486.80 73.02 7.79 486.82 137.90 281.70 301.8039 337.20 337.20 497.40 74.61 7.96 497.40 140.40 287.30 307.4040 344.40 344.40 508.00 76.20 8.13 507.98 142.90 292.90 313.0041 351.60 351.60 518.60 77.79 8.30 518.56 145.40 298.50 318.6042 358.80 358.80 529.20 79.38 8.47 529.14 147.90 304.10 324.2043 366.00 366.00 539.80 80.97 8.64 539.72 150.40 309.70 329.8044 373.20 373.20 550.40 82.56 8.81 550.30 152.90 315.30 335.4045 380.40 380.40 561.00 84.15 8.98 560.88 155.40 320.90 341.0046 387.60 387.60 571.60 85.74 9.15 571.46 157.90 326.50 346.6047 394.80 394.80 582.20 87.33 9.32 582.04 160.40 332.10 352.2048 402.00 402.00 592.80 88.92 9.48 592.62 162.90 337.70 357.8049 409.20 409.20 603.40 90.51 9.65 603.20 165.40 343.30 363.4050 416.40 416.40 614.00 92.10 9.82 613.78 167.90 348.90 369.0051 423.60 423.60 624.60 93.69 9.99 624.36 170.40 354.50 374.6052 430.80 430.80 635.20 95.28 10.16 634.94 172.90 360.10 380.2053 438.00 438.00 645.80 96.87 10.33 645.52 175.40 365.70 385.8054 445.20 445.20 656.40 98.46 10.50 656.10 177.90 371.30 391.4055 452.40 452.40 667.00 100.05 10.67 666.68 180.40 376.90 397.0056 459.60 459.60 677.60 101.64 10.84 677.26 182.90 382.50 402.6057 466.80 466.80 688.20 103.23 11.01 687.84 185.40 388.10 408.2058 474.00 474.00 698.80 104.82 11.18 698.42 187.90 393.70 413.8059 481.20 481.20 709.40 106.41 11.35 709.00 190.40 399.30 419.4060 488.40 488.40 720.00 108.00 11.52 719.58 192.90 404.90 425.0061 495.60 495.60 730.60 109.59 11.69 730.16 195.40 410.50 430.6062 502.80 502.80 741.20 111.18 11.86 740.74 197.90 416.10 436.2063 510.00 510.00 751.80 112.77 12.03 751.32 200.40 421.70 441.8064 517.20 517.20 762.40 114.36 12.20 761.90 202.90 427.30 447.4065 524.40 524.40 773.00 115.95 12.37 772.48 205.40 432.90 453.0066 531.60 531.60 783.60 117.54 12.54 783.06 207.90 438.50 458.6067 538.80 538.80 794.20 119.13 12.71 793.64 210.40 444.10 464.2068 546.00 546.00 804.80 120.72 12.88 804.22 212.90 449.70 469.8069 553.20 553.20 815.40 122.31 13.05 814.80 215.40 455.30 475.4070 560.40 560.40 826.00 123.90 13.22 825.38 217.90 460.90 481.00


Sand

Rubble, Coarse

aggregate

Kadapa Slabs



Dia Pipes

900 mm Dia Pipes

1000 mm Dia Pipes

71 567.60 567.60 836.60 125.49 13.39 835.96 220.40 466.50 486.6072 574.80 574.80 847.20 127.08 13.56 846.54 222.90 472.10 492.2073 582.00 582.00 857.80 128.67 13.72 857.12 225.40 477.70 497.8074 589.20 589.20 868.40 130.26 13.89 867.70 227.90 483.30 503.4075 596.40 596.40 879.00 131.85 14.06 878.28 230.40 488.90 509.0076 603.60 603.60 889.60 133.44 14.23 888.86 232.90 494.50 514.6077 610.80 610.80 900.20 135.03 14.40 899.44 235.40 500.10 520.2078 618.00 618.00 910.80 136.62 14.57 910.02 237.90 505.70 525.8079 625.20 625.20 921.40 138.21 14.74 920.60 240.40 511.30 531.4080 632.40 632.40 932.00 139.80 14.91 931.18 242.90 516.90 537.0081 639.60 639.60 942.60 141.39 15.08 941.76 245.40 522.50 542.6082 646.80 646.80 953.20 142.98 15.25 952.34 247.90 528.10 548.2083 654.00 654.00 963.80 144.57 15.42 962.92 250.40 533.70 553.8084 661.20 661.20 974.40 146.16 15.59 973.50 252.90 539.30 559.4085 668.40 668.40 985.00 147.75 15.76 984.08 255.40 544.90 565.0086 675.60 675.60 995.60 149.34 15.93 994.66 257.90 550.50 570.6087 682.80 682.80 1006.20 150.93 16.10 1005.24 260.40 556.10 576.2088 690.00 690.00 1016.80 152.52 16.27 1015.82 262.90 561.70 581.8089 697.20 697.20 1027.40 154.11 16.44 1026.40 265.40 567.30 587.4090 704.40 704.40 1038.00 155.70 16.61 1036.98 267.90 572.90 593.0091 711.60 711.60 1048.60 157.29 16.78 1047.56 270.40 578.50 598.6092 718.80 718.80 1059.20 158.88 16.95 1058.14 272.90 584.10 604.2093 726.00 726.00 1069.80 160.47 17.12 1068.72 275.40 589.70 609.8094 733.20 733.20 1080.40 162.06 17.29 1079.30 277.90 595.30 615.4095 740.40 740.40 1091.00 163.65 17.46 1089.88 280.40 600.90 621.0096 747.60 747.60 1101.60 165.24 17.63 1100.46 282.90 606.50 626.6097 754.80 754.80 1112.20 166.83 17.80 1111.04 285.40 612.10 632.2098 762.00 762.00 1122.80 168.42 17.96 1121.62 287.90 617.70 637.8099 769.20 769.20 1133.40 170.01 18.13 1132.20 290.40 623.30 643.40

100 776.40 776.40 1144.00 171.60 18.30 1142.78 292.90 628.90 649.00101 783.60 783.60 1154.60 173.19 18.47 1153.36 295.40 634.50 654.60102 790.80 790.80 1165.20 174.78 18.64 1163.94 297.90 640.10 660.20103 798.00 798.00 1175.80 176.37 18.81 1174.52 300.40 645.70 665.80104 805.20 805.20 1186.40 177.96 18.98 1185.10 302.90 651.30 671.40105 812.40 812.40 1197.00 179.55 19.15 1195.68 305.40 656.90 677.00


Sand

Rubble, Coarse

aggregate

Kadapa Slabs



Dia Pipes

900 mm Dia Pipes

1000 mm Dia Pipes

106 819.60 819.60 1207.60 181.14 19.32 1206.26 307.90 662.50 682.60107 826.80 826.80 1218.20 182.73 19.49 1216.84 310.40 668.10 688.20108 834.00 834.00 1228.80 184.32 19.66 1227.42 312.90 673.70 693.80109 841.20 841.20 1239.40 185.91 19.83 1238.00 315.40 679.30 699.40110 848.40 848.40 1250.00 187.50 20.00 1248.58 317.90 684.90 705.00111 855.60 855.60 1260.60 189.09 20.17 1259.16 320.40 690.50 710.60112 862.80 862.80 1271.20 190.68 20.34 1269.74 322.90 696.10 716.20113 870.00 870.00 1281.80 192.27 20.51 1280.32 325.40 701.70 721.80114 877.20 877.20 1292.40 193.86 20.68 1290.90 327.90 707.30 727.40115 884.40 884.40 1303.00 195.45 20.85 1301.48 330.40 712.90 733.00116 891.60 891.60 1313.60 197.04 21.02 1312.06 332.90 718.50 738.60117 898.80 898.80 1324.20 198.63 21.19 1322.64 335.40 724.10 744.20118 906.00 906.00 1334.80 200.22 21.36 1333.22 337.90 729.70 749.80119 913.20 913.20 1345.40 201.81 21.53 1343.80 340.40 735.30 755.40120 920.40 920.40 1356.00 203.40 21.70 1354.38 342.90 740.90 761.00121 927.60 927.60 1366.60 204.99 21.87 1364.96 345.40 746.50 766.60122 934.80 934.80 1377.20 206.58 22.04 1375.54 347.90 752.10 772.20123 942.00 942.00 1387.80 208.17 22.20 1386.12 350.40 757.70 777.80124 949.20 949.20 1398.40 209.76 22.37 1396.70 352.90 763.30 783.40125 956.40 956.40 1409.00 211.35 22.54 1407.28 355.40 768.90 789.00126 963.60 963.60 1419.60 212.94 22.71 1417.86 357.90 774.50 794.60127 970.80 970.80 1430.20 214.53 22.88 1428.44 360.40 780.10 800.20128 978.00 978.00 1440.80 216.12 23.05 1439.02 362.90 785.70 805.80129 985.20 985.20 1451.40 217.71 23.22 1449.60 365.40 791.30 811.40

130 992.40 992.40 1462.00 219.30 23.39 1460.18 367.90 796.90 817.00

Name of Work :-

S No Description Unit Quantity Rate Rs. Amount Rs.

1 2 3 4 5 6 7

258

237

Mazdoor (unskilled) 196

c) Overheads & Contractors Profit on (a+b+c+d) @14% 0.14

Add MA @ 20% (On Labour Rates) 0.20

Excavation for Structures

1

for Buildings

Ordinary soil ( Bridge Data)Manual MeansUpto 3 m depthUnit = cumTaking output = 10 cum

Mate day -

Mazdoor (Unskilled) day 3.64 196.00 713.44

Add @ 75% for building foundations 0.75 713.44 535.08

1248.52

1248.52 0.00

1248.52

c) Overheads & Contractors Profit on (a+b+c+d) @14% 1248.52 0.00

1248.52

Rate per cum = (a+b+c)/10 Say 1248.52

for Septic tank, & Sump

Ordinary soil ( Bridge Data)Manual MeansUpto 3 m depthUnit = cumTaking output = 10 cum

Mate day -


Add MA @ 20% (On Labour Rates) 713.44 0.00

713.44


713.44

Rate per cum = (a+b+c)/10 Say 713.44

Index-code

Remarks

Mason 1st class

Mason 2nd class

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

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

a) Labour

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

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

a) Labour

1 2 3 4 5 6 7

2 Cement Mortar (1 : 3)

Unit : 1cum

A. MATERIALS:

Cement kg. 480.00 4600.00 2208.00

Sand (including 5% wastage) cum 1.05 1029.20 1080.66

Seigniorage charges for sand cum 1.05

3288.66

B. MACHINERY

- Nil - -

C. LABOUR:

Man mazdoor for mixing mortar day 0.20 196.00 39.20


39.20

Grand Total 3327.86

3 Cement Mortar (1 : 4) (for Plastering)

Unit : 1cum

A. MATERIALS:

Cement kg. 360.00 4600.00 1656.00


Seigniorage charges for sand cum 1.05 0.00 0.00

B. MACHINERY 0.00

- Nil - - - 0.00

C. LABOUR: 0.00



Grand Total 2775.86

4 Cement Mortar (1 : 4) (for Masonry)

Unit : 1cum

A. MATERIALS:

Cement kg. 360.00 4600.00 1656.00



B. MACHINERY 0.00

- Nil - - - 0.00

C. LABOUR: 0.00



Grand Total 2639.36


Unit : 1cum

A. MATERIALS:

Cement kg. 288.00 4600.00 1324.80



B. MACHINERY 0.00

- Nil - - 0.00

C. LABOUR: 0.00



Grand Total 2308.16

BLD-CSTN-1-4

BLD-CSTN-1-5

BLD-CSTN-1-5

BLD-CSTN-1-6

1 2 3 4 5 6 7


Unit : 1cum

A. MATERIALS:

Cement kg. 288.00 4600.00 1324.80



B. MACHINERY 0.00

- Nil - - 0.00

C. LABOUR: 0.00



Grand Total 2444.66


Unit : 1cum

A. MATERIALS:

Cement kg. 240.00 4600.00 1104.00



B. MACHINERY 0.00

- Nil - - 0.00

C. LABOUR: 0.00



Grand Total 2087.36


Unit : 1cum

A. MATERIALS:

Cement kg. 240.00 4600.00 1104.00



B. MACHINERY 0.00

- Nil - - 0.00

C. LABOUR: 0.00



Grand Total 2223.86

9 Cement Mortar (1 : 8) ( for masnory)

Unit : 1cum

A. MATERIALS:

Cement kg. 180.00 4600.00 828.00



B. MACHINERY 0.00

- Nil - - 0.00

C. LABOUR: 0.00



Grand Total 1811.36

BLD-CSTN-1-6

BLD-CSTN-1-7

BLD-CSTN-1-7

BLD-CSTN-1-8

1 2 3 4 5 6 7

10 Plain Cement concrete Grade M20 - Nominal Mix (1:2:4)

using 20mm metal with hand mixingUnit : 1cumA. MATERIALS:

Cement Kg 400.00 4600.00 1840.00

Coarse aggregate 20mm cum 0.90 1430.20 1287.18

Fine aggregate (Sand) cum 0.45 899.20 404.64

Seigniorage charges for C.A cum 0.90 0.00

Seigniorage charges for F.A cum 0.45 0.00 0.00

3531.82

B. LABOUR: 0.00

day 0.10 258.00 25.80

Mazdoor (unskilled) day 2.36 196.00 462.56

Water (including for curing) kl 1.20 79.69 95.63

583.99


583.99


4115.81

Grand Total Say 4115.81

11

Unit = 1cum

A. MATERIALS:

Cement kg 162.00 4600.00 745.20

Coarse aggregate 40 mm cum 0.90 1000.20 900.18


Seigniorage charges for C.A cum 0.90 0.00

Seigniorage charges for F.A cum 0.45 0.00


2145.65

B. MACHINERY 0.00

Concrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacity hour 1.00 222.80 222.80

C. LABOUR: 0.00

day 0.10 258.00 25.80


Water Charges 1% 1.00 4.00 4.00

525.04


525.04


Grand Total 2893.49

Say 2893.4912

Unit = 1cum

A. MATERIALS:

Cement kg 129.60 4600.00 596.16



Seigniorage charges for C.A cum 0.90 0.00 0.00



1828.98

BLD-CSTN-2

CONCRETE, DAMP PROOF COURSE & REINFORCEMENT

BLD-CSTN-2-1

Mason 1st class

Note : For Nominal Mix : Considering table 9 IS 456 : 2000, the quantity of cement needed is 405 kgs / cum. Hence proposed 400 kgs of cement for cum of CC M20

BLD-CSTN-2-5

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

Mason 1st class

BLD-CSTN-2-7

Plain Cement concrete (1:5:10) using 40 mm metal with Concrete mixture. All work upto plinth level.

1 2 3 4 5 6 7

B. MACHINERY 0.00


C. LABOUR: 0.00

day 0.10 224.00 22.40


294.84


294.84


Total (a+b+c) 2346.62

plastering Say 2346.62

RCC (1:5:10)Cement kg 129.60 4600.00 596.16






1828.98

B. MACHINERY 0.00


C. LABOUR: 0.00

day 0.133 258.00 34.31

day 0.267 237.00 63.28



320.39


Total (a+b+c) 2372.18


For 1st Floor

Rate for other Floors GF FF SFRate as worked out above 2372.18 2372.18 2372.18Lift charges for labour @ 10% on GF 32.0393 64.08 96.12

2404.22 2436.26 2468.30Total 2404.22 2436.26 2468.30

13 R.C.C. M-20 Nominal Mix (1:1.5:3)

NEW

A FOUNDATIONS, PLINTH, PEDESTALS (Below Plinth)

A. MATERIALS:20mm HBG graded metal cum 0.800 1430.20 1144.16

Sand cum 0.400 899.20 359.68

Cement Kgs 380.000 4600.00 1748.00

3251.84

B. LABOUR:1st Class Mason day 0.133 258.00 34.31

2nd Class Mason day 0.267 237.00 63.28Mazdoor (Both Men and Women) day 4.600 196.00 901.60

999.19

Add MA @ 20% (On Labour Rates) 0.20 999.19 199.84

1199.03

Mason 1st class

1st class Mason

2st class Mason

BLD-CSTN-2-

13

Supply and placing of the Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)with minimum cement content as per IS code from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work.

1 2 3 4 5 6 7

C. MACHINERY 0.00Weigh Batcher Hire charges (Machine mixing) charges hour 1.330 222.80 296.32


391.95

BASIC COST per 1 cum (a+b+c) 4842.82

1 FootingsRate for norminal mix M20 1 Cum 4842.82 1 Cum 4842.82

Centering Charges (P75) 1 Cum 352.00 1 Cum 352.00

5194.82


Total Rate per 1 Cum 5194.82Say 5194.82

2 PedastalsRate for norminal mix M20 1 Cum 4842.82 1 Cum 4842.82


5381.82



3 Plint beamsRate for norminal mix M20 1 Cum 4842.82 1 Cum 4842.82


6398.82



B COLUMNS, LINTELS, WATER TANKS, RCC WALLS IN BUILDINGS


Sand cum 0.400 899.20 359.68

Cement Kgs 380.000 4600.00 1748.00

3251.84


2nd Class Mason day 0.167 237.00 39.58

Mazdoor (Both Men and Women) day 5.600 196.00 1097.60

1180.26


1180.26

B. MACHINERY 0.00



392.62

BASIC COST per 1 cum 4824.73

1 LintelsRate for norminal mix M20 1 Cum 4824.73 1 Cum 4824.73

Centering Charges (P80) 1cum 525.00 1 Cum 525.00

5349.73


Rate for other Floors GF FF SFRate as worked out above 5349.73 5349.73 5349.73Centering Charges (P80) 492.00 492.00 541.00

Lift charges for labour @ 10% on GF 0 118.03 236.055841.73 5959.75 6126.78

817.84 834.37 857.75

Rate per cu.m 6659.57 6794.12 6984.53

Say 6659.57 6794.12 6984.53

c) Overheads & Contractors Profit on (a+b+c+d) @14%

1 2 3 4 5 6 7

2 ColoumnsRate for norminal mix M20 1 Cum 4824.73 1 Cum 4824.73


4903.73

Total Rate per 1 Cum 4903.73Say 4904

Rate for other Floors GF FF SF TFRate as worked out above 4903.73 4903.73 4903.73 4903.73Centering Charges (P80) 691.00 691.00 760.00 829.00

Lift charges for labour @ 10% on GF 0.00 118.03 236.05 354.08

5594.73 5594.73 5663.73 5732.73

783.26 783.26 792.92 802.58

Rate per cu.m 6377.99 6377.99 6456.65 6535.31

Say 6377.99 6377.99 6456.65 6535.31

C RCC SLABS, BEAMS


Sand cum 0.400 899.20 359.68

Cement Kgs 380.000 4600.00 1748.00

3251.84


2nd Class Mason day 0.133 237.00 31.52

Mazdoor (Both Men and Women) day 3.077 196.00 603.09

651.90


651.90

B. MACHINERY 0.00




164.25

BASIC COST per 1 cum 4067.99

Rate for other Floors GF FF SFRate as worked out above 4067.99 4067.99 4067.99Centering charges 580.00 580.00 638.00

Lift charges for labour @ 10% on GF 0 65.19 130.384647.99 4713.18 4836.37650.72 659.85 677.09

Rate per cu.m 5298.71 5373.02 5513.46Say 5298.71 5373.02 5513.46

3 Slabs 125mm thickBasic rate 10 sq mt 1.25 4067.989 5084.99

centring charges (P80) 1 sq mt 10.000 89.00 890.00

Rate per 10 sq mt 5974.99

Rate for other Floors GF FF SFRate as worked out above 5974.99 5974.99 5974.99centring charges (P80) 650.00 650.00 720.00

Lift charges for labour @ 10% on GF 0 65.19 130.386624.99 6690.18 6825.37927.50 936.62 955.55

Rate per cu.m 7552.48 7626.80 7780.92Say 7552.48 7626.80 7780.92




1 2 3 4 5 6 7

4 Slab for sump 115 mm thick

Basic rate 10 sq mt 1.15 4067.989 4678.19

centring charges 1 sq mt 10.000 89.00 890.00


Rate for other Floors GF FF SFRate as worked out above 5568.19 5568.19 5568.19Centering charges 650.00 650.00 720.00


Rate per cum = (a+b+c)/10 870.55 879.67 898.60Rate per cu.m 7088.73 7163.05 7317.17

Say 7088.73 7163.05 7317.17


Basic rate 10 sq mt 1.50 4067.989 6101.98

centring charges (vp80) 1 sq mt 10.000 89.00 890.00


Rate for other Floors GF FF SFRate as worked out above 6991.98 6991.98 6991.98Centering charges (80) 650.00 650.00 720.00


0 1069.88 1077.08 1094.09Rate per cu.m 8711.86 8770.53 8908.99

Say 8711.86 8770.53 8908.99


Basic rate 10 sq mt 2.00 4067.989 8135.98



Rate for other Floors GF FF SFRate as worked out above 9065.98 9065.98 9065.98Centering charges (vp80) 680.00 680.00 750.00Lift charges for labour @ 10% on GF 0 0.00 0.00

9745.98 9745.98 9815.98- Nil - 1364.44 1364.44 1374.24Rate per cu.m 11110.42 11110.42 11190.22

Say 11110.42 11110.42 11190.22

1 SUNSHADESCost of Design mix 0.0375 Cu mt 4067.99 152.55

Plastering in CM (1:4) 12 mm thick 1.25 Sq mt 2775.86 346.98

Providing dripping coarse 1.75 RM 8.62 15.09

514.62


Total Rate per Rm 514.62Say 514.62

Rate for other Floors GF FF SFRate as worked out above 857.70 857.70 857.70Centering charges 416.00 452.00 488.00Lift charges for labour @ 10% on GF 0 118.03 236.05Rate per Rm 1273.70 1427.72 1581.75

Say 1273.70 1427.72 1581.75

1 25 mm thickCost of Design mix 0.2500 Cu mt 4842.82 1210.71


2100.71

Total Rate per 10 Sqm 2100.71Say 2100.71

Reinforced cement concrete (1:2:4) proportion nominal mix (Cement:Fine aggregate: coarse aggregate) using 12mm size (SS5) graded hard granite machine crushed metal aggregate (Coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and cost of seigniorage charges on all materials including centering, shuttering, machine mixing, laying concrete, vibrating,lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work (APSS No. 402 & 403) for all floors.

1 2 3 4 5 6 7

Rate for other Floors GF FF SFRate as worked out above 2100.71 2100.71 2100.71Centering charges (vp80) 650.00 650.00 720.00Lift charges for labour @ 10% on GF 0 99.92 199.84Rate per 10 Sqm 2750.71 2850.63 3020.54

Say 2750.71 2850.63 3020.54

1 50 mm thickCost of Design mix 0.5000 Cu mt 3020.54 1510.27


2400.27

Total Rate per 10 Sqm 2400.27Say 2400.27

Rate for other Floors GF FF SFRate as worked out above 2400.27 2400.27 2400.27Centering charges (vp80) 650.00 650.00 720.00Lift charges for labour @ 10% on GF 0 24.30 199.84Rate per 10 Sqm 3050.27 3074.57 3320.11

Say 3050.27 3074.57 3320.11

18

using 40mm metal with hand mixing

Unit : 1cum

A. MATERIALS:

Cement Kg 220.00 3020.54 664.52






2064.97

B. LABOUR:

day 0.10 258.00 25.80


488.36


488.36


Grand Total 2553.33

Say 2553.33

BLD-CSTN-2-10

Plain cement concrete corresponding to(1:3:6) Design Mix (By weigh batching) using 20mm size (SS5) hard granite machine crushed graded metal (Coarse aggregate) from approved quarry using a minimum quantity of 220 Kgs of cement per cubicmetre of concrete including cost and conveyance of all materials like cement, fine aggregate (Sand), Coarse aggregate, water etc., to site and cost of seigniorage charges on all materials including centering. shuttering, machine mixing laying concrete, vibrating lift charges, curing etc., complete for bed blocks, sill concrete, hold fasts (APSS No.402 & 403)

Mason 1st class

1 2 3 4 5 6 7

A For Steps in all floors,


Sand cum 0.400 899.20 359.68

Cement Kgs 380.000 4600.00 1748.00

3251.84


2nd Class Mason day 0.267 237.00 63.28Mazdoor (Both Men and Women) day 4.600 196.00 901.60

999.19


999.19

C. MACHINERY 0.00Weigh Batcher Hire charges (Machine mixing) charges hour 1.330 200.80 267.06



4251.03

Say 4251.03

Rate for other Floors GF FF SFRate as worked out above 4251.03 4251.03 4251.03Lift charges for labour @ 10% on GF 0 99.92 199.84Rate per 1 Cum 4251.03 4350.95 4450.87

Say 4251.03 4350.95 4450.87

14

Unit = 20 sqm

A. MATERIALS:

Cement kgs 320.00 4600.00 1472.00


Fine aggregate (sand) cum 0.45 899.20 404.64

2988.32

B. MACHINERY 0.00


C. LABOUR: 0.00

day 0.1 258.00 25.80


413.88


413.88


Total (a+b+c) 3625.00

Say 3625.00

Plain cement concrete corresponding to M 25 Design Mix (By weigh batching) using 20mm size (SS5) hard granite machine crushed graded metal (Coarse aggregate) from approved quarry using a minimum quantity of 360 Kgs of cement per cubicmetre of concrete including cost and conveyance of all materials like cement, fine aggregate (Sand), Coarse aggregate, water etc., to site and cost of seigniorage charges on all materials including centering. shuttering, machine mixing laying concrete, vibrating lift charges, curing etc., complete for steps (APSS No.402 & 403)

BLD-CSTN-2-

17

Damp proof course 50mm thick with 1:2:4 cement concrete Nominal mix, using 12mm hard broken stone aggregate including cost of all materials, seigniorage charges, excluding conveyance charges of materials including the cost of machinery, labour charges, mixing, placing in position, leveling, vibrating, curing etc. complete for finished item of work. (Using concrete mixer) (at Sill level)

Mason 1st class

1 2 3 4 5 6 7

15

11.7

Unit = t

(a) Material

HYSD bars including 5 per cent for overlaps and wastage t 1.05 34500.00 36225.00

Binding wire (P.No.194) kg 6.00 52.00 312.00

36537.00

0.00

Blacksmith / Bar bender day 2.00 258.00 516.00


Sundries on Material 9.90

1780.30


2136.36


Rate per t = a+b+c+d 38673.36

Say 38673.36

16

Unit = t

(a) Material

MS bars including 5 per cent for overlaps and wastage t 1.05 34000.00 35700.00

Binding wire kg 6.00 52.00 312.00

36012.00

0.00

Blacksmith / Bar bender day 2.00 258.00 516.00


1770.40


2124.48


Rate per t = a+b+c+d 38136.48

Say 38136.4817 BRICK WORK,

i

Unit = 1cum

A. MATERIALS:

Cement kg 36.00 4600.00 165.60

Bricks traditional size 23 x 11 x 7 cms 2nd class Nos 512.00 3646.48 1867.00



2212.44

B. LABOUR: 0.00

day 0.24 258.00 61.92

day 0.56 237.00 132.72


565.08


565.08

Grand Total 2777.52

Say 2777.52

BLD-CSTN-2-

18

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

1000 & 1200

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

BLD-CSTN-2-

20

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

1000 & 1200

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

BLD-CSTN-3

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

Mason 1st class

Mason 2nd class

1 2 3 4 5 6 7

Rate for other Floors GF FF SFRate as worked out above 2777.52 2777.52 2777.52Lift charges for labour @ 10% on GF 56.51 113.02Lift charges for scaffolding vide P. 76 0 38.83 47.89

2777.52 2872.86 2938.42388.85 402.20 411.38

Rate per cu.m 3166.37 3275.06 3349.80Say 3166.37 3275.06 3349.80

18

unit:10sqm

A. MATERIALS:

Country bricks, second class traditional size 23x11x7cm nos 565.000 3646.48 2060.26

Cement kg. 106.000 4600.00 487.60

Sand cum 0.220 899.20 197.82

Seigniorage charges for sand cum 0.220 0.00

2745.69

B. LABOUR: 0.00

day 0.600 258.00 154.80

day 0.600 237.00 142.20


Add water charges 1% 1.00% 691.00 6.91

842.91


842.91

Grand Total 3588.60

Say 3588.60

Rate for other Floors GF FF SFRate as worked out above 3588.60 3588.60 3588.60Lift charges for labour @ 10% on GF 0 84.29 168.58Lift charges for scaffolding vide P. 76 0 38.83 47.89

3588.60 3711.72 3805.07502.40 519.64 532.71

Rate per 10 Sqm 4091.00 4231.36 4337.78Say 4091.00 4231.36 4337.78

19

Ground Floor :

A. MATERIALS:

II Class Bricks cum 512.000 3646.48 1867.00

C.M.(1:4) cum 0.200 2639.36 527.87

2394.87


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

Mason 1st class

Mason 2nd class


BLD-CSTN-3-4

Reinforced Brick Masonary walls of 11.0cm in CM(1:4) using FlyAsh bricks having a crushing strength of not less than 35.00kg/cm2 and using two mild steel bars of 6m dia in every third layer of brick masory, with free joints of the main block work including cost and seignorage charges and conveyance of all materials and water from approved sources to work site and all operational, incidental, labour charges such as scaffolding mixing mortor constructing masonary lift charges, curing etc. complete but excluding the cost of steel and its fabrication charges for finished item of work as per SS 509

1 2 3 4 5 6 7

B. LABOUR: 0.00

day 0.600 258.00 154.80

day 0.600 237.00 142.20


836.00


836.00

c) Overheads & Contractors Profit on (a+b+c+d) @14% 3231 0.00

Grand Total 3230.87

Rate per 10 sq mt 1.10 3230.87 3230.87

Say 3230.87

Rate for other Floors GF FF SFRate as worked out above 3230.87 3230.87 3230.87

Lift charges for scaffolding vide P. 76 0 38.83 47.89Lift charges for labour @ 10% on GF 0 0.00 0.00

3230.87 3269.70 3278.76452.32 457.76 459.03

Rate per 10 Sqm 3683.19 3727.46 3737.79Say 3683.19 3727.46 3737.79

20

Unit = 1cum

A. MATERIALS:

Cement kg 59.40 4600.00 273.24 .

CR Stone cum 0.44 542.20 238.57

Rough Stone cum 0.50 460.20 230.10

Bond Stones 7Nos 0.24 x 0.24 x 0.39 = 0.16cum cum 0.16 1296.87 207.50



Seigniorage charges for Stone cum 1.10 0.00

1246.14

B. LABOUR: 0.00

day 1.20 258.00 309.60


701.60


701.60


Grand Total 1947.74

Say 1947.74

Mason 1st class

Mason 2nd class

BLD-CSTN-4

STONE MASONRY, DAMP PROOF COURSE, DRY STONE PACKING, QUARRY RUBBISH & GRAVEL BACKING

BLD-CSTN-4-9

Random Rubble stone masonary in CM(1:8) prop(cement:Sand) hard granite varity stones from aprroned quarry including cost and conveyance of all materials like cement sand, water, stones etc.from aproved quarry, to site and including seinorage charges,sales&other taxes on all materials including labour for cutting stones to required size and shape,mixing, of cement,mortar,construction, scaffolding charges, curring etc.complete for finished item of work in foundation and basement(APS no.601&615)

Mason 1st class

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

1 2 3 4 5 6 7

21 Plastering with CM (1:5), 20 mm thick

Unit = 10 sqm

A. MATERIALS:

Cement Mortar (1:5) cum 0.210 2444.66 513.38


513.38

B. LABOUR: 0.00

day 0.94 237.00 222.78


536.38


536.38


Grand Total 1049.76

Say 1049.76

22 .

Unit = 10 sqm

A. MATERIALS:

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

Cement kg 43.00 4600.00 197.80


Top Coat in CM(1:4), 4 mm thick 0.00

Cement kg 14.50 4600.00 66.70



490.92

B. LABOUR: 0.00

day 0.63 258.00 162.54

day 1.47 237.00 348.39


1275.33


1275.33

Grand Total 1766.25

Say 1766.25

Rate for other Floors GF FF SFRate as worked out above 1766.25 1766.25 1766.25Lift charges for labour @ 10% on GF 0 127.53 255.07Lift charges for scaffolding P.77 0 38.80 55.60

1766.25 1932.59 2076.92247.28 270.56 290.77

Rate per 10 Sqm 2013.53 2203.15 2367.69Say 2013.53 2203.15 2367.69

BLD-CSTN-6

Plastering 20mm thick in Single coats for CM (1:5) and top coat of 4mm thick in CM (1:4) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site, cost of seigniorage charges on all materials, and operational, incidental charges and all labour charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting grooves as directed by Engineer etc., complete for finished item of work for uneven surface of walls and for basement. (APSS NO. 901 , 903 & 904)

BLD-CSTN-6-7

Mason 2nd class

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

BLD-CSTN-6-9

Plastering 20mm thick in two coats for uneven surfaces with base coat o 16mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site, cost of seigniorage charges on all materials, and operational, incidental charges and all labour charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting grooves as directed by Engineer etc., complete for finished item of work for uneven surface of walls and for basement. (APSS NO. 901 , 903 & 904)

Mason 1st class

Mason 2nd class



1 2 3 4 5 6 7

23

Unit = 10 sqm

A. MATERIALS:

Base Coat in CM(1:5), 8 mm thickCement kg 31.70 4600.00 145.82


Top Coat in CM(1:3), 4 mm thick 0.00

Cement kg 19.20 4600.00 88.32



388.52

B. LABOUR: 0.00

day 0.63 258.00 162.54

day 1.47 237.00 348.39


1275.33


1275.33

Grand Total 1663.85

Say 1663.85


1663.85 1779.09 1872.33232.94 249.07 262.13

Rate per 10 Sqm 1896.79 2028.16 2134.46Say 1896.79 2028.16 2134.46

For ceiling


1663.85 1869.18 2029.42Rate per cum = (a+b+c)/10 232.94 261.69 284.12Rate per 10 Sqm 1896.79 2130.87 2313.53

Say 1896.79 2130.87 2313.53

24

(a) Flush Band :-Details of cost for 10 metres long and 10 cm wide band

Materials :-Cement mortar 1 :4 cum 0.023 2444.66 56.23

0.00

Mason llnd class day 0.300 237.00 71.10


Add for water charges @ 1 % 19.59

215.52


215.52

Cost for 10 metres long and 10 cm wide band Say 215.52

Cost per cm width x metre long 21.55

Rate per 2.50 Cm width 8.62

25 FLOORING

BLD-CSTN-6-

10

Plastering 12mm thick in two coats for even surfaces of walls with base coat of 8mm thick in CM(1:6) and top coat of 4mm thick in CM(1:4) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site, cost of seigniorage charges on all materials, and other taxes on all materials and operational incidental charges and all labour charges for mixing mortar, finishing scaffolding, lift charges, curing including cutting grooves etc., as directed by Engineer in charge complete for finished item of work(APSS No. 901 & 904)

Mason 1st class

Mason 2nd class



BLD-CSTN-6-

15

20 mm thick plain cement mortar bands in cement mortar 1 : 4 (1cement : 4 sand) upto 300 mm in width

Labour :—

BLD-CSTN-7

1 2 3 4 5 6 7

Unit = 10 sqmA. MATERIALS:

sqm 11.00 129.10 1420.10

Cement for CM (1:8) proportion for base coat kg. 21.60 4600.00 99.36

Cement for slurry kg. 33.00 4600.00 151.80

Cement for jointing kg. 20.00 4600.00 92.00

Sand for CM (1:8) proportion cum 0.12 899.20 107.90

Seigniorage charges of sand cum 0.12 0.00 0.00

1871.16

B. LABOUR:day 3.10 258.00 799.80

day 1.10 237.00 260.70


Add water charges 1% 79.69

1308.75


1308.75


3179.91


Rate for other Floors GF FF SFRate as worked out above 3179.91 3179.91 3179.91Lift charges for material of labour @ 10% on GF 0 130.88 261.75Lift charges for scaffolding P.77 0

3179.91 3310.79 3441.66B. MACHINERY 445.19 463.51 481.83Rate per 10 Sqm 3625.10 3774.29 3923.49

Say 3625.10 3774.29 3923.49

26

Unit = 10 sqm

A. MATERIALS:

Ceramic tiles (SSR - C-01) sqm 10.10 374.00 3777.40

Cement for CM (1:8) for base coat kg. 21.60 4600.00 99.36


White cement kg. 2.00 25.00 50.00

Sand for CM (1:8) cum 0.12 899.20 107.90

Seigniorage charges of sand cum 0.12 0.00

4186.46

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

Polished Shabad Stone (White) (0.457 x 0.457m) SSR item No. (24)

Mason 1st class

Mason 2nd class

BLD-CSTN-7-6

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

1 2 3 4 5 6 7

B. LABOUR 0.00

day 0.96 258.00 247.68

day 2.24 237.00 530.88

Mazdoor (unskiled) day 3.30 196.00 646.80

Add water charges 1% 691.00 1.00% 6.91

1432.27


1432.27


Grand Total 5618.73Say 5618.73

Unit = 10 sqmA. MATERIALS:Ceramic tiles (SSR - C-16) sqm 10.10 723.00 7302.30



White cement kg. 2.00 25.00 50.00

Sand for CM (1:8) cum 0.12 899.20 107.90


7711.36

B. LABOUR 0.00

day 0.96 258.00 247.68

day 2.24 237.00 530.88



1432.27


1432.27

c) Overheads & Contractors Profit on (a+b+c+d) @14% 0.00 9144 0.00

9143.63Say 9143.63

Unit = 10 sqmA. MATERIALS:Ceramic tiles (SSR - C-02) sqm 10.10 450.00 4545.00



White cement kg. 2.00 25.00 50.00

Sand for CM (1:8) cum 0.12 899.20 107.90


4954.06

Mason 1st class

Mason 2nd class

Flooring with Edge cut - Vitrified tiles of first quality of make with borders and design as per the approved flooring pattern as approved by Engineer-in-charge 8mm to 10mm thick of size 600mm x 600mm set over a base coat of CM (1:8) prop. 12mm thick over CC bed already laid including neat cement slurry of honey like consistancy spread at the rate of 3.3 kgs per Sqm. and filling the joints with white cement paste mixed with pigment of matching shade including cost and conveyance of all materials like cement, sand, water, ceramic tiles, white cement etc., to site, (excluding cost of C.C. bed) including cost of seigniorage charges on all materials, cost of base coat and all labour charges for mixing of cement mortar, laying tiles to required slope as directed by the Engineer- in-charge curing etc., complete for finished item of work. (APSS No.701 & 707)

Mason 1st classMason 2nd class

Flooring with Edge cut - Rectified ceramic non- skid tiles of first quality of make with borders and design as per the approved flooring pattern as approved by Engineer-in-charge 8mm thick of size set over a base coat of CM (1:8) prop. 12mm thick over CC bed already laid including neat cement slurry of honey like consistancy spread at the rate of 3.3 kgs per Sqm. and filling the joints with white cement paste mixed with pigment of matching shade including cost and conveyance of all materials like cement, sand, water, ceramic tiles, white cement etc., to site, (excluding cost of C.C. bed) including cost of seigniorage charges on all materials, cost of base coat and all labour charges for mixing of cement mortar, laying tiles to required slope as directed by the Engineer- in-charge curing etc., complete for finished item of work. (APSS No.701 & 707)

1 2 3 4 5 6 7

B. LABOURday 0.96 258.00 247.68

day 2.24 237.00 530.88



1432.27


1432.27




sqm 11.00 1367.20 1503.92





1954.98

B. LABOUR:day 3.10 258.00 799.80

day 1.10 237.00 260.70


Add water charges 1% 0.01 1229.06 12.29

1241.35


1241.35

Basic rate 3196.33

Rate for other Floors GF FF SFRate as worked out above 3196.33 3196.33 3196.33Lift charges for labour @ 10% on GF 0 124.13 248.27

3196.33 3320.47 3444.60447.49 464.87 482.24

Rate per 10 Sqm 3643.82 3785.33 3926.84Say 3643.82 3785.33 3926.84

Unit = RMTreads

A. MATERIALS:

sqm 0.33 1367.20 45.12





58.65


Flooring with 25.4mm thick polished Shahabad stones (Tandhur Blue variety) of first quality of size not less than 45cm x 30cm set over a base coat of CM (1:8) proportion 12mm thick (joints of stone must be flushed true to plane surface finish and flooring as per approved pattern) over C.C. bed already laid including neat cement slurry of honey like consistency spread at the rate of 3.3 Kgs of cement for Sqm, jointed with neat cement to full depth, including cost and conveyance of all materials like cement, sand, water, flooring stones etc. to site, (excluding cost of cement concrete bed) cost of seigniorage charges and all other taxes on all materials and all labour charges like dressing of flooring for finished item of work.(APSS No.701 & 703)




Supply and fixing 25.4 mm thick polished Shahabad stones (Tandur Blue variety) of first quality in single piece with edge, flat nosed and set over 12 mm Thick CM (1:5) base coat in single Piece not less than 1.2mtrs. in length including neat cement slurry of honey like consistency spread at the rate of 3.3 Kg/sqm cost of seigniorage charges and all other taxes and conveyance of all materials and water to work site, cost of base coat and all operational and Labour charges such as mixing mortar dressing, fixing in position, lift charges, etc., complete for finished item of work for risers and treads (as per approved pattern and bordering) (APSS NO. 701 & 707) in all floors .


1 2 3 4 5 6 7

B. LABOUR:day 0.09 258.00 23.99

day 0.03 237.00 7.82



labour for nosing 0.3000 48.00 14.40

51.28


51.28

basic rate 109.93


109.93 115.06 120.1815.39 16.11 16.83

Rate per RM 125.32 131.16 137.01Rate per sqm 417.72 437.21 456.70

Say 417.72 437.21 456.70

RisersA. MATERIALS:

sqm 0.16 1367.20 22.56





27.71

B. LABOUR:day 0.05 258.00 12.00

day 0.02 237.00 3.91



labour for nosing 0.1500 48.00 7.20

25.64


25.64

basic rate 53.35


53.35 55.91 58.487.47 7.83 8.19

Rate per RM 60.82 63.74 66.66Rate per sqm 405.45 424.94 444.42

Say 405.45 424.94 444.42

PRIMARY COAT:Cost of Primer Lts 0.50 110.00 55.00

Painter I st class Nos 0.08 258.00 17.92

Pianter Iind class Nos 0.19 237.00 39.14


Cost of washable Oil Bound Distemper Lts 1.70 80.00 136.00

1st class painter Nos 0.36 258.00 80.64

II class painter Nos 0.84 237.00 173.04


Total cost 513.15


513.15

Say 513.15






Oil bound distemper to interior faces of new walls with two coats of approved make, shade and color over a base coat of appropriate distemper primer of approved make (total 3 coats) including cost and conveyance of materials like oil bound distemper, primer etc., to site and labour charges such as preparing the wall, applying primary coat, curing for primary coat, applying distemper two coats etc. sales & other taxes on cost of all materials, complete for finished item of work (APSS No. 911 & 910) in all floors.

1 2 3 4 5 6 7

Unit: 10 sqmA. MATERIALS :Red Oxide Primer L 0.700 100.00 90.00

B. LABOURPainter day 0.70 258.00 156.80

Sundries including brushes, soap, putty etc., 20.00Add MA @ 20% (On Labour Rates) 176.80 0.00

L 1.10 170.00 198.00


Sundries including brushes, soap, putty etc., 30.00Add MA @ 20% (On Labour Rates) 0.20 276.40 55.28

741.20 c) Overheads & Contractors Profit on (a+b+c+d) @14% 741.20 0.00

741.20

Say 741.20


sqm 10.00 2000.00 20000.00





20451.06

B. LABOUR:day 3.10 258.00 799.80

day 1.10 237.00 260.70



1241.35


1241.35

basic rate 21692.41


21692.41 21816.55 21940.683036.94 3054.32 3071.70

Rate per 10 Sqm 24729.35 24870.86 25012.38

Say 24729.35 24870.86 25012.38

Painting two coats with synthetic enamel paint first grade to new iron work including cost and conveyance of all materials to site, sales & other taxes, incidental, operational and all labour charges etc., complete for finished item of work. (SS No. 1201, 1212 & 1207).

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

Flooring with 16 to 18 mm thick high polished granite stone slabs of other than black colour approved by the Engineer-in-charge laid over R.C.C. slab bed already laid set over 20mm thick CM(1:8) base coat and neat grey cement slurry of honey like consistency spread at the rate of 3.3 Kg per sq.m and jointed with neat white cement paste mixed with pigment of matching shade including cost and conveyance of all materials to work site and all operational, incidental labour & lift charges and seigniorage charges on all materials, cost of base coat, curing charges complete for finished item of work for Platforms in Kitchen/Dining. (S.S.701 & special)

16 to 18 mm thick high polished granite stone slabs of other than black



1 2 3 4 5 6 7

27

Unit = 10 sqm

A. MATERIALS:

6mm to 12 mm H.G. Metal (Machine crushed) cum 0.17 1235.20 209.98

Cement kg 120.00 4600.00 552.00

Sand cum 0.085 899.20 76.43


838.42

B. LABOUR 0.00

day 1.25 224.00 280.00

day 0.06 206.00 12.36


Add water charges 1% 1.00% 600.00 6.00

808.36


808.36


Grand Total 1646.78

Say 1646.78

28

Unit = 10 sqm

A. MATERIALS:

Ceramic tiles 7.30 mm thick sqm 10.00 374.00 3740.00

Sand for cm 1:3 base coat cum 0.12 1029.20 123.50

Cement for cm 1:3 base coat kgs 57.60 4600.00 264.96

Cement for slurry kgs 33.00 4600.00 151.80

White cement for jointing & pointing kgs 6.00 25.00 150.00

4430.26

B. LABOUR 0.00

day 0.77 258.00 198.66


355.46


426.55


Grand Total 4856.82Say 4857

BLD-CSTN-7-

13

Gronolithie Concrete Flooring 20 mm thick with (1:1:2), using 6mm to 12 mm size hard granite machine crushed metal laid over CC bed already laid or RCC roof slab, in alternate panels of size not exceeding 1.50 m x 1.50 m and finishing the top surface to required smoothness and slopes and thread lining including cost of all materials like cement, metal, sand and water etc., complete, including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials

Mason 1st class

Mason 2nd class

BLD-CSTN-7-

18

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

Mason 1st class

1 2 3 4 5 6 7

29

Unit = 10 sqm

A. MATERIALS:

Colour glazed tiles (SSR - C-07) sqm 10.00 332.00 3320.00

Sand for cm 1:3 base coat cum 0.12 1029.20 123.50

Cement for cm 1:3 base coat kgs 57.60 4600.00 264.96

Cement for slurry kgs 33.00 4600.00 151.80

White cement for jointing & pointing kgs 6.00 25.00 150.00


4010.26

B. LABOUR 0.00

day 0.77 258.00 198.66


355.46


355.46



30

Unit = 10 sqm

A. MATERIALS:

Cement Mortal 1:3 cum 0.210 39.20 8.23

Water proof compound( H-01) kg 2.000 24.00 48.00

56.23

B. LABOUR 0.00

day 0.660 258.00 170.28

day 1.540 237.00 364.98


1260.46


1260.46

Grand Total 1316.69

Say 1316.69

Rate for other Floors GF FF SFRate as worked out above 1316.69 1316.69 1316.69Lift Charges for meterials 0 0.00 0.00Lift charges for labour @ 10% on GF 0 15.18 30.36

1316.69 1331.87 1347.05184.34 186.46 188.59

Rate per cu.m 1501.03 1518.33 1535.64Say 1501.03 1518.33 1535.64

UNIT -1 sqmPAINTING & VARNISHING

BLD-CSTN-7-

18

Providing Dadooing for internal walls to with colour glazed tiles set over base coat of CM (1:3) 12 mm thick with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointed with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like tiles, cement, sand and water etc., complete including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials

Mason 1st class

BLD-CSTN-8-

25

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

Mason 1st class

Mason 2nd class


BLD-CSTN-10

1 2 3 4 5 6 7

31 285

Unit: 10 sqmA. MATERIALS :Cement Paint at 3 sqm., per kg(J-26) kg 3.500 32.80 114.80

B. LABOUR 0.00

Painter day 0.500 258.00 129.00


Sundries including brushes, etc., 1.000% 454.00 4.54

427.54


427.54


Total cost for 10 sqm 542.34

Say 542.34

31

Cost of Cement Primer kg 1.00 100.00 100.00

Ist class painter day 0.21 258.00 54.18

2nd class painter day 0.49 237.00 116.13

170.31


170.31

Cost of weather proof plastic emulsion Grade-I paint lit 1.20 180.00 216.00

1st class painter day 0.15 258.00 38.70

2nd class painter day 0.35 237.00 82.95


415.65


415.65


Total cost 901.96

Say 901.96

32 268

Unit: 10 sqm

A. MATERIALS :

Wood Primer L 0.700 110.00 77.00

B. LABOUR

Painter day 0.700 258.00 156.80

Sundries including brushes, soap, putty etc., 1.000% 1.57


A. MATERIALS :

L 1.200 170.00 216.00

BLD-CSTN-10-

4

Painting two coats to ceilings with Surya Cem or equivalent brand as approved by the Engineer -in Charge including cost and conveyance of all materials to site including all taxes and all labour charges etc. complete for finished item of work.

BLD-CSTN-10-

5

Painting with weather proof plastic emulsion Grade-I paint to exterior faces of new walls with three coats of approved make shade and colour including self prime coat including cost and conveyance of materials like Plastic Emulsion paint of Grade - I to site including cost of brushes, scaffolding charges, lift charges and labour charges such as preparing the wall, applying three coats of Plastic Emulsion etc., complete for finished item of work (APSS No.910, 911&1201) in all floors.

BLD-CSTN-10-

6

Painting to wood work, flush shutters with luppam finish including applying luppam coat over a primary coat and two coats of synthetic enamel paint of 1st grade and approved brand and shade over a primary coat (Total 3 coats) including cost and conveyance of all materials to site, cost of primer coat, brushes, and all labour charges etc., complete. (APSS No. 1201, 1207 & 1212) for all floors.


1 2 3 4 5 6 7

B. LABOUR

Painter day 1.200 258.00 268.80

Sundries including brushes, soap, putty etc., 2.69




1166.60

Say 1166.60

33 269 Painting, Priming Coat on New Iron Work

Unit: 10 sqmA. MATERIALS :Red Oxide Primer L 0.70 90.00 63.00


Sundries including brushes, soap, putty etc., 1.000% 258.00 2.58

183.18


183.18



Say 246.18

34 Painting with Ready mixed oil paint (all colours)

i. One Coat - New Wood Work :

Unit: 10 sqmA. MATERIALS :Ready mixed paint(J-30) kg 1.600 180.00 288.00


Sundries including brushes, soap, putty etc., LS 1.000% 258.00 2.58

183.18


183.18



Say 471.18

ii Two Coats - New Wood Work :

Unit: 10 sqmA. MATERIALS :Ready mixed paint kg 2.800 170.00 476.00


Sundries including brushes, soap, putty etc., LS 0.010 258.00 2.58

312.18


312.18



Say 788.18

iii One Coat - Old Wood Work & New Iron Work :


B. LABOUR 0.00

Painter day 0.700 258.00 180.60


183.18


183.18



Say 438.18

iv Two Coats - Old Wood Work & New Iron Work:

BLD-CSTN-10-

7

BLD-CSTN-10-

10

256 to 265

1 2 3 4 5 6 7

Unit: 10 sqmA. MATERIALS :Ready mixed paint kg 2.4. 170.00 432.00

B. LABOUR 0.00

Painter day 1.200 258.00 309.60


312.18


312.18



Say 744.18

v One Coat - Old Iron Work :Unit: 10 sqmA. MATERIALS :Ready mixed paint kg 1.200 170.00 204.00

B. LABOUR 0.00

Painter day 0.700 258.00 180.60


183.18


183.18



Say 387.18vi Two Coats - Old Iron Work :


B. LABOUR 0.00

Painter day 1.100 258.00 283.80


286.38


286.38



Say 643.38

35 266 Painting with :

A. MATERIALS :L 0.500 180.00 90.00

B. LABOUR 0.00

Painter day 0.700 258.00 180.60

Sundries including brushes, soap, putty etc., 0.010 258.00 2.58

183.18


183.18



Say 273

ii Plastic Emulsion paints - One Coat for Old Iron Work : A. MATERIALS :

L 0.400 180.00 72.00

B. LABOUR 0.00

Painter day 0.700 258.00 180.60


183.18


183.18



Say 255.18

BLD-CSTN-10-

11

i. Plastic Emulsion paint Grade I - One Coat for New Wood Work, Old Wood Work & New Iron Work :

Plastic Emulsion paint (at 20 sqm / litre as per British Paints (I) Ltd. (J-22)

Plastic Emulsion paint (at 20 sqm / litre as per British Paints (I) Ltd.

1 2 3 4 5 6 7

iii Plastic Emulsion paints - Two Coats for New Wood Work :

A. MATERIALS :L 0.900 180.00 162.00



312.18


312.18



Say 474.18

iv

A. MATERIALS :L 0.800 180.00 144.00



312.18


312.18



Say 456.18

v Plastic Emulsion paints - Two Coats for New Iron Work :

A. MATERIALS :L 0.800 180.00 144.00



286.38


286.38



Say 430.38

vi Plastic Emulsion paints - Two Coats for Old Iron Work :

A. MATERIALS :L 0.700 180.00 126.00



286.38


286.38



Say 412.38

36 i

A. MATERIALS :L 0.700 180.00 126.00



183.18


183.18



Say 309.18


Plastic Emulsion paints - Two Coats for Old Wood Work & New Iron Work :




BLD-CSTN-10-

12

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


1 2 3 4 5 6 7

iii

A. MATERIALS :L 1.200 180.00 216.00



312.18


312.18



Say 528.18

iv

A. MATERIALS :L 1.100 180.00 198.00



312.18


312.18



Say 510

v

A. MATERIALS :L 1.100 180.00 198.00



286.38


286.38



Say 484

vi

A. MATERIALS :L 0.900 180.00 162.00



286.38


286.38



Say 448

37

Unit = 1 cumMaterials :—Teak wood large scantlings upto 2 m (E-01) cum 1.000 54738.00 54738.00

Labour :— 0.00

Carpenter day 17.700 258.00 4566.60

Man Mazdoor day 8.800 196.00 1724.80

Sundries including nails, screws etc., LS 0.01 454.00 4.54

6295.94


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


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


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


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


BLD-CSTN-11

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

BLD-CSTN-11-

1

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

1 2 3 4 5 6 7

Cost per cum61033.94

1 2 3 4 5 6 7

38

Unit = 1 cumMaterials :—

cum 1.000 58270.00 58270.00

Labour :— 0.00

Carpenter day 17.700 258.00 4566.60

Man Mazdoor day 8.800 196.00 1724.80

Sundries including nails, screws etc., LS 0.01 454.00 4.54

6295.94


64565.94

Cost per cum

39 Fixtures for Doors Single shutters

Aldrop 300 mm long (201-P 19) Nos 1 258.00 258.00

Top & BottomTower bolts 250mm (166- P 18) Nos 2 103.00 206.00

Butt hings with screws 125 mm long (185-P19) Nos 3 23.00 69.00

Door stopper (213 - P19) Nos 1 38.00 38.00

MS Hold fasts Nos 6 15.00 90.00

661.00

40 Fixtures for Doors Dubble shutters

Aldrop 300 mm long (201-P 19) Nos 1 258.00 258.00

Top & BottomTower bolts 250mm (166- P 19) Nos 2 103.00 206.00

Butt hings with screws 125 mm long (185-P19) Nos 6 23.00 138.00

Door stopper (213 - P19) Nos 2 38.00 76.00

MS Hold fasts Nos 6 15.00 90.00

768.00

41

Double Shutter :

i 1200 x 2100 mm

*Teak wood ( 5.40 x 0.10 x 0.065) with 10% Wast age) cum 0.039 62799.94 2449.20

sqm 1.530 686.00 1049.58

768.00 768.00

4266.78

sqm 1.800 317.00 570.60


570.60


Total for each door 4837.38

Say 4837.00

Single shutter :i 1000 x 2100 mm


sqm 1.530 686.00 1049.58

0.00 0.00

3567.65

sqm 1.800 317.00 570.60


570.60

BLD-CSTN-11-

2

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

Teak wood large scantlings over 2 m and below 3 m in length(E-02)

BLD-CSTN-11-

8

BLD-CSTN-11-

8

BLD-CSTN-11-

16

Flush type Doors with 35mm Thick Flush Shutters with Bondwood solied Block Board Type Faced on Both the sides with Commercial Type Plywood (Schedule Item No. 301.)

Flush Shutter 35mm thick (Vide relevant standard specification) (1.10 x 2.05) with 10% Wast age) (SSR-651)

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

Labour, wrought and putup in position frame & shutters (817- P 68)




1 2 3 4 5 6 7



Say 4138.00

i 750 x 2100 mm


sqm 1.466 686.00 1005.68

Laminated PVC sheet of 1mm thick SSR 510 sqm 1.330 282.00 375.06

0.00 0.00

1390.80

sqm 1.800 317.00 570.60


570.60



Say 1961.0042 Fixtures for Windows LS

Top & bottom tower bolts 100 mm long alumin (160-P20) each 6 57.00 342.00

Aluminium butt hinges 100 mm (177-P20) each 9 81.00 729.00

Hold fasts each 4 15.00 60.00

Aluminium handles 100 mm (185-P20) each 6 51.00 306.00

Aluminuim Wimdow stopers SSR209 each 3 88.00 264.00

1437.00

iii 1500 x 1200 mm (3 Pannels)

*Teak wood cum 0.072 61033.94 4394.44

Glass sqm 0.920 57.00 52.44

Labour, wrought and putup in position frame & shutters sqm 1.800 81.00 145.80

1437.00


6029.68



Ventilatorsiii 1200 x 600 mm

*Teak wood cum 0.018 61033.94 1098.61

Glass sqm 0.480 57.00 27.36

Wire netting sqm 0.290 1437.00 416.73

Labour, wrought and putup in position sqm 0.720 81.00 58.32

LS 80.00 80.00


1681.02


Total for each Ventilator 1681.02

*Note : Average rate for respective size scantlings

Marshy soil (Gravel)1

Unit = cumTaking output = 10 cum(A) Manual Means (upto 3 m depth)

Mate / Supervisor day -Mazdoor (Unskilled) day 10.40 196.00 2038.40Add MA @ 20% (On Labour Rates) 2038.40 0.00

2038.40b) MachineryTractor - Trally (54- P333)/0.50 hour 2.67 294.09 785.22c) MaterialSelected earth for refilling with conveyance from 1000m cum 5.00 10.00 50.00

c) Overheads & Contractors Profit on (a+b+c+d) @14% 2873.62 0.00Cost for 10 cum = a+b+c+d+e 2873.62Rate per cum = a+b+c+d+e)/10 287.36

Say 287.00




BLD-CSTN-11-

19

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

Sundries inclusive of putty brads and iron hold fasts where such are necessary say in 30 cm wall.

Including Refilling with selected earth conveyed from 1000 M lead through Tractor Trally.

a) Labour

1 2 3 4 5 6 7

Note : 1. Cost of dewatering @ 5 per cent of (a) may be added. Assessment for dewatering shall be made as per site conditions.2. Shoring and shuttering @ 15 per cent of (a) may be added where required.3. It is assumed, that Marshy soil will be available upto 3 m depth only. For deeper excavation below 3m depth, refer analysis in item (i) to (iv) for ordinary soil.

1 2 3 4 5 6 7

43 2

Sand fillingUnit = cum

Mate day -Mazdoor (Unskilled) day 0.31 196.00 60.76Add MA @ 20% (On Labour Rates) 60.76 0.00

60.76b) MaterialSand cum 1.00 160.35 160.35 c) Overheads & Contractors Profit on (a+b+c+d) @14% 221.11 0.00Rate per cum = a+b+c+d 221.11

Say 221.003 Earth filling (For marshy soil)

Unit = cumTaking output = 6 cum

Mate day -Mazdoor (Unskilled) day 3.12 196.00 611.52Add MA @ 20% (On Labour Rates) 611.52 0.00

611.52

101.92Rate per cum = (a+b+c)/6 Say 102.00

Asst. Engineer Deputy Exe. Engineer Executive Engineer Superintending Engineer

PRI, MP Siddipet PRI, SD Siddipet PRI, Siddipet PR Circle, Medak

RBR-FNDN-2

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

a) Labour

a) Labour

Note : Cost of transportation of good quality earth has not been included. Only labour for carrying Backfilling of foundation trenches shall normally be done with excavated earth. The cost of this operation is included in item 11.1. Only in case the excavated earth is not of suitable quality, sand filling or backfilling with carted earth may be resort to.

Not Done

WS & SA Data : Page-714

DATADATA FOR WATER SUPPLY AND SANITARY ITEMS

Sl.No Description Qty Unit Rate per Unit

1

a) 101.60 mm dia SWG pipe upto 3' depth

Rate as per SSR - 2 1.00 RM 177.00 1 RM

Rate per 1 RM say

b) 152.40mm dia SWG pipe upto 5' depth

Rate as per SSR -3 1.00 RM 346.00 1 RM

Rate per 1 RM say

2

Rate as per SSR - 78 1 No. 4648.00 Each

Rate per Each say

3


Rate per Each say

4

Rate as per SSR - 126 1 No. 243.00 1 Each

Rate per Each say

5

WITH FLUSH TANK :

Cost of 584.2mm Orissa pan - 136 1 No. 915.00 1 Each

Cost of Brick masonry seat - 141 1 No. 220.00 1 Each

Cost of C C squatting plate - 142 1 No. 65.00 1 Each

Cost of slim line PVC flush tank 10 Ltrs. capacity - 343

1 No. 1350.00 1 Each

Supplying and laying, filling, jointing and testing SWG pipes Ist quality with air tight Cement joints in CM (1.5:1)prop. including excavation of trenches and socket pits in any soil (except rock requiring blasting) and refilling with watering and tamping to the required slope including cost and conveyance of all materials to site and all labour charges for finished item of work (APSS NO 1301 & 1318)

Constructing 904.0 mm (3’0”) dia brick masonry inspection chamber as per IS - 4111: Part-1:1986 with cement mortar (1:6) prop using 2nd Class Clay Bricks of 225 mm thick from approved source having a minimum crushing strength of 5 N/sq.mm including plastering with cement mortar 1:3 prop; ½” thick both inside and outside fitted with 20” dia RCC manhole covers and frames including excavating pits up to a depth of 904 mm (3'-0") in all sorts of soils (exculding rock) and laying cement conrete (1:4:8) 150 mm thick using 40 mm HBG Metal and P.C.C. 1:2:4 benching and channel 100 mm thick as per Standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, cost of seigniorage charges on all materials and all incidental and operational, labour charges like mixing cement mortar, constructing masonry, lift charges, curing etc., complete for finished item of work as per Standard specification.

Constructing 904.0 mm (3’0”) dia brick masonry inspection chamber as per IS - 4111: Part-1:1986 with cement mortar (1:6) prop using 2nd Class Clay Bricks of 225 mm thick from approved source having a minimum crushing strength of 5 N/sq.mm including plastering with cement mortar 1:3 prop; ½” thick both inside and outside fitted with 20” dia RCC manhole covers and frames including excavating pits up to a depth of 1524 mm (5'-0") in all sorts of soils (exculding rock) and laying cement conrete (1:4:8) 150 mm thick using 40 mm HBG Metal and P.C.C. 1:2:4 benching and channel 100 mm thick as per Standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, cost of seigniorage charges on all materials and all incidental and operational, labour charges like mixing cement mortar, constructing masonry, lift charges, curing etc., complete for finished item of work as per Standard specification.

Supplying and fixing PVC Nahani traps 100 mm dia Inlet- 75 mm (3") outlet pipe - 4 Kgs 1st quality ISI marked conforming to IS:1729-1979 with C.P. Grating fixing with white cement as per site requirements with standard practice for all floors including cost and conveyance of all materials to site, labour charges etc., complete for finished item of work.

Supplying and fixing 584.2mm long Orissa pan white glazed Water Closet 1st qualityISI marked confirming to IS:2556-Part-3-1981 with "P" or "S" trap Hindware / Parryware / Neycer with brick masonry seat, CC squatting plate and 10 litres capacity single flush PVC low level cistern Parryware or equivalent with internal components and short bend and fixed on teak wood blocks of size 75mm x 100mm with required size of nails as approved by Engineer-in-charge , 12.70mm PVC connection with brass union nuts CP coated , 31.75mm brass plumber union , 12.70mm NP bib tap 300 gms Seiko or equivalent , P trap or S trap of Indian W.C. shall be encased on CC (1:2:4) 150mm alround well above the joint to stop leakage at the joint etc., complete including cost and conveyance of all materials to site, cost of CC bed, labour charges and seigniorage charges etc., complete for finished item of work.


12.70mm PVC connection with brass union nuts - 642

1 RM 74.00 1 Each

12.70mm dia push cock (300gms) - 202 1 No. 190.00 1 Each

31.75mm brass plumber union - 184 1 No. 50.00 1 Each

75 x 100 mm teakwood blocks (636) 2 Nos 19.00 1 Each

Rate per Each

6

Without flush tank

Cost of 584.2mm Orissa pan 1 No. 915.00 1 Each

Cost of Brick masonry seat 1 No. 220.00 1 Each

Cost of C C squatting plate 1 No. 65.00 1 Each

12.70mm dia NP Push cock (S.No.202 ) 1 No. 200.00 1 Each

Rate per Each

7

Rate as per SSR S.No.145 1 No 1200.00 1 Each

1 No 1350.00 1 Each

1 No 340.00 1 Each

1 No 74.00 1 Each

12.70mm dia push cock (300gms) - 202 1 No 190.00 1 Each

75 x 100 mm teakwood blocks(636) 2 Nos 19.00 1 Each

Rate per Each

8

Cost of Wash hand basin - 157 1 No. 1400 1 Each

12.70mm NP bib tap (300gms) - 182 1 No. 190.00 1 Each

12.70mm PVC connection with brass union nuts - 6421 No. 74.00 1 Each

Rate per Each say

9

Rate as per SSR - 622 1 No. 179.00 1 Each

Rate per Each say

Supplying and fixing 584.2mm long Orissa pan white glazed Water Closet 1st qualityISI marked confirming to IS:2556-Part-3-1981 with "P" or "S" trap Hindware / Parryware / Neycer with brick masonry seat, CC squatting plate and fixing 12.70mm dia NP Push cock 1st quality , P trap or S trap of Indian W.C. shall be encased on CC (1:2:4) 150mm alround well above the joint to stop leakage at the joint etc., complete including cost and conveyance of all materials to site, cost of CC bed, labour charges and seigniorage charges etc., complete for finished item of work.

Supplying and fixing European Water Closet of 1st quality conforming to IS:2556-Part-2-1973 of Hindustan / Neycer or Parryware make white glazed with 'S' trap,supplying and fixing best Indian make plastic seat and lid for European water closets with rubber or plastic Buffers as per IS 2548-1996 and 10 litres capacity single flush PVC low level cistern Parryware or equivalent with internal components and short bend and fixed on teak wood blocks of size 75mm x 100mm with required size of nails, 12mm PVC connections with brass union nuts CP coated and 12.70mm dia. NP bib tap 300 grams Seiko or equivalent complete including cost and conveyance of all materials to site, for finished item of work for all floors.

Supply and fixing of 10 lts. Capacity lowdown PVC flushing tank

plastic seat and lid for European Water Closet and rubber buffers as per IS 2548-1966. (SSR Item :148) - 343

12.70mm dia PVC connection with brass union nuts - 642

Supplying and fixing Indian make Flat Back Wash Hand Basin (HSW/Parryware/ Neycer) 1st quality conforming to IS:2556-Part-4:1972 of size 550mm x 400mm with waste fittings like rubber plug, chain, 32 mm nominal size C.P. Fitting with parallel pipe thread conforming to IS:2963-1979 and fitted with 15 mm nominal bore Chromium Plated Pillar Tap of 1st quality Indian make 300 grams Seiko/ Esso or equivalent complete with standard CI brackets including wooden block ,1 No.12.70mm PVC connection with brass union nuts CP coated , 1 No.12.70mm NP bib tap 300 gms Seiko or equivalent including cost and conveyance of all materials to site, labour charges etc. complete for finished item of work

Supplying and fixing NP soap dish heavy type of approved make ISI quality with NP screws etc., complete including cost and conveyance of all materials, labour charges for fixing etc., complete for finished item of work in all floors


10


Rate per Each say

11


Rate per Each say

12

a) 300 grams

Rate as per SSR - 182 1.00 No. 190.00 Each

Rate per Each say

b) 250 gms

Rate as per SSR (Old) 1.00 No. 138.00 Each

Rate per Each say

13

Rate as per SSR 186 1.00 No. 170.00 Each

Rate per Each say

14

(a) For 75 mm dia per 6 RM

75mm dia (348) 6.00 RM 228.00 3 RM

Cost of Door bend (392) 1 No. 53.00 1 Each

Cost of Plain bend (389) 1 No. 39.00 Each

Cost of Single Y junction (413) 1 No. 58.00 Each

Cost of PVC cowl ( 432) 1 No. 11.00 Each

Cost of PVC clamps (438) 3 Nos. 12.00 Each

Labour charges (486) 6 RM 50.00 1 RM

Rate per 1 RMsay

(b) For 110mm dia per 6 RM

110mm dia ( 350) 6.00 RM 444.00 3 RM

Cost of Door bend (394) 1 No. 84.00 1 Each

Cost of Plain bend (391) 1 No. 65.00 Each

Cost of Single Y junction (415) 1 No. 108.00 Each

Cost of PVC cowl (434) 1 No. 15.00 Each



Rate per 1 RMsay

(b) For 160 mm dia per 6 RM

160mm dia ( 366) 6.00 RM 911.00 3 RM



Rate per 1 RMsay

Supplying and fixing TV shape mirror with plastic frame of size 609.6mm x 457.2mm , plywood back with NP screws 1st quality including cost and conveyance of all materials, labour charges etc., complete for finished item of work in all floors.

Supplying and fixing of 25.4mm dia , 609.6mm long aluminium anodized towel rods with brackets and aluminium screws including cost and conveyance of all materials, labour charges etc., complete for finished item of work.

Supplying and fixing NP bib taps of size 12.70mm dia of Indian make Seiko or equivalent including cost and conveyance of all materials, labour charges etc., complete for finished item of work in all floors.

Supplying and fixing 12.70mm dia NP angle stop cock 1st qulity Indian make Seiko or equivalent including cost and conveyance of all materials, labour charges etc., complete for finished item of work in all floors.

Supplying and fixing of SWR PVC pipes (as per ISI standards) 4 Kg/Sq.cm. and fixing all special such as plain bends, off sets, door bends, single junctions, double junctions as per site requirement, fixing with PVC clamps if necessary with required number of Bombay nails including cost and conveyance of all materials to site, labour charges etc.complete for finished item of work at all floor levels. (APSS No. 1302 1319 & 1326)


15

a) 15mm Nominal bore

Rate as per SSR - 290 1.00 RM 131.00 RM

Rate per 1 RM say

b) 20mm Nominal bore


Rate per 1 RM say

c) 25mm Nominal bore


Rate per 1 RM say

d) 32mm Nominal bore


Rate per 1 RM say

e) 40mm Nominal bore


Rate per 1 RM say

f) 50mm Nominal bore


Rate per 1 RM say

16

a) 15mm Nominal bore


Rate per Each say

b) 20mm Nominal bore


Rate per Each say

c) 25mm Nominal bore


Rate per Each say

d) 32mm Nominal bore


Rate per Each say

e) 40mm Nominal bore


Rate per Each say

f) 50mm Nominal bore


Rate per Each say

g) 65mm Nominal bore

Rate as per SSR 1 No. 2977.00 Each

Rate per Each say

Supplying & fixing GI pipe Medium Grade properties & weight as per IS 1239 ISI mark in ground or on wall including cost of tees, elbows, bends, reducers, couplings, running joints, union flanges, unions etc. with necessary excavation in all types of soils except rock requiring blasting, refilling, chiselling masonry walls and making good the walls & floors to the original surface and fixing MS clamps on TW blocks on walls including cost and conveyance of all materials and labour charges complete for finished item of work.

Supplying and fixing Gunmetal Gate ( GM peet ) valve as per IS-778 Class - I , Indian make heavy type including cost and conveyance of all materials , labour charges etc. complete for finished item of work.


17

Rate as per SSR - 335 1 Lts 6.00 Lt

Rate per 1 Ltrsay

18

1 No 3200.00 Each

Rate per Each say

19

Rate as per SSR S.No.172 1 No 510.00 Each

31.75mm dia PVC waste pipe 1 No 20.00 Each

Rate per Each say

Rate per 1 RM

20

Rate as per SSR item 165 1 No 600.00 each

12.7mm PVC connections with brass plumber union nuts 1 No 74.00 each

12.70mm NP push cock ( 202 ) 1 No 200.00 each

1 No 146.00 RM

Rate per Each

Asst. Engineer Deputy Exe. Engineer Executive EngineerPRI, MP Siddipet PRI, SD Siddipet PRI, Siddipet

Superintending EngineerPR Circle, Medak

Providing and placing on terrace (at all floor levels)polyetheylene water storage tank with double layer approved brand and manufacture with cover and suitable locking arrangement and making necessary holes for inlet and outlets and over flow pipes but without fittings and base support for tanks

Supplying and fixing Indian make white glazed vitreous china porcelain sink conforming to IS:2556-Part-5-1994 of size 600mm x 400mm x 250mm on cantilever brackets with waste fittings like rubber plug, chain, 32 mm nominal size C.P. Fitting with parallel pipe thread conforming to IS:2963-1979 including cost and conveyance of all materials and labour charges at all levels in all floors .

Rate as per SSR S.No.16931.75 mm dia PVC flexible waste pipe

Supplying and fixing 609.6mm x 457.2mm x 254 mm RCC terrazo finished sink (or constructed at site with 50.8mm thick) brass plug and chain incluidng CI cantilever brackets , 31.75 mm dia PVC flexible waste pipe of 914.4 mm length of Ist quality including cost and conveyance of all materials,labour charges etc. complete for finished item of work

Supplying and fixing white glazed flat back Bowl urinals of size 440 mm x 265 mm x 315 mm with integral flushing rim fixed with screws complete Indian make (HSW/Parry/Neycer) conforming to IS:2556-1995 as approved by Engineer-in-charge, 12.7mm PVC connection with brass plumber union nuts CP coated, 12.70mm push cock 1st quality of approved make including Supply & fixing 31.75 mm dia PVC flexible waste pipe of 914.4 mm length of Ist quality including cost and conveyance of all materials to site, labour charges etc., complete for finished item of work for all floors.

31.75mm dia. PVC flexible waste pipe ( 314 ) ssr2008-09


DATA FOR WATER SUPPLY AND SANITARY ITEMSAmount

177.00

177

346.00

346

4648.00

4648

7225.00

7225

243.00

243.00

915.00

220.00

65.00

1350.00


74.00

200.00

50.00

38.00

2912.00

2912.00

915.00

220.00

65.00

200.00

1400.00

1400.00

1200.00

1350.00

340.00

74.00

200.00

38.00

3202.00

3202.00

1400.00

190.00

74.00

1664.00

1664.00

179.00

179.00


378.00

378.00

121.00

121.00

190.00

190.00

138.00

138.00

170.00

170.00

456.00

53.00

39.00

58.00

11.00

36.00

300.00

953.00

158.83

159

888.00

84.00

65.00

108.00

15.00

42.00

300.00

1502.00

250.33

250

1822.00

84.00

300.00

2206.00

367.67

368


131.00

131.00

146.00

146.00

191.00

191.00

269.00

269.00

301.00

301.00

324.00

324.00

266.00

266.00

360.00

360.00

530.00

530.00

793.00

793.00

1081.00

1081.00

1561.00

1561.00

2977.00

2977.00


6.00

6.00

6.00

3200.00

3200.00

510.00

20.00

530.00

869

600.00

74.00

200.00

146.00

1020.00


> 724 <

DETAILED ESTIMATE

Name of Work :-

Description of ItemNO L B D

Quantity Rate Per Amount

12 3 4 5 6 7 8 9 10 11

Hostel building

1

F1 Type 1 X 20 1.22 1.22 2.8 83.3504 F2 Type 1 X 4 1.82 1.82 2.8 37.09888 F3 Type 1 X 28 2.13 2.13 2.8 355.69296 F4 Type 1 X 24 2.28 2.28 2.8 349.33248CF1 1 X 4 4.47 2.24 2.8 112.14336All Round the building 1 X 1 221.38 0.6 0.6 79.6968221.38 1017.31 1249 10 Cum 127014

2

For Septic Tank - 2Nos 1 X 2 3.5 6 2.5 105Water sump 1 X 1 3.5 6 2.5 52.5

157.50 713 10 Cum 11237

3

F1 Type 1 X 20 1.22 1.22 0.15 4.47 F2 Type 1 X 4 1.82 1.82 0.15 1.99 F3 Type 1 X 28 2.13 2.13 0.15 19.05

S.No

Earth work excavation in foundations for buildings and depositing the earth on bank with initial leadof 10m and lift of 2m in soils like mixer gravel and soft desintigrated rock like shales, ordinary gravel like earth mixed with fair size boulders including shoring, strutting, sheeting planking and dewatering including cost of hire charges of T&Plabour charges etc., complete for finished item of work (APSS No.308)

Earth work excavation for foundations of Septic tank, & Sump and depositing the earth on bank with initial lead of 10m and initial lift of 2m in Loamy, and clayey soils like Black cotton, red earth, ordinary gravelly soils including shoring, strutting, sheeting, planking and dewatering including cost of hire charges of T & P, labour charges etc., complete for finished item of work. (APSS No. 308)

Filling with carted sand in trenches, sides of foundations & basement from approved quarry in layers not exceeding 15cm thick, consolidating Each deposited layer by watering and ramming, including all operational, incidental, labour charges, hire charges of T & P etc. complete including cost and conveyance of gravel for finished item of work. (APSS No 309 & 310).

> 725 <

12 3 4 5 6 7 8 9 10 11

F4 Type 1 X 24 2.28 2.28 0.15 18.71CF1 1 X 4 4.47 2.24 2.8 112.14336All Round the building 1 X 1 221.38 0.6 0.15 19.92

176.29 221 1 Cum 38960

4

As per Earth work excavation Quantity 1017.31 102.00 1 cum 103766

5

Basement 1 X 1 130.36 7.2 0.9 844.7328844.73 287.00 1 Cum 242438

6

F1 Type 1 X 20 1.22 1.22 0.15 4.47 F2 Type 1 X 4 1.82 1.82 0.15 1.99 F3 Type 1 X 28 2.13 2.13 0.15 19.05 F4 Type 1 X 24 2.28 2.28 0.15 18.71CF1 1 X 4 4.47 2.24 2.8 112.14336All Round the building 1 X 1 221.38 0.6 0.15 19.92

176.29 2346.62 1 Cum 413684

Filling with usefull available excavated earth (excluding rock) in trenches, sides of the foundations and basement with intial lead in layers not excluding 15 cm tick,consolidated earth each deposited layers by watering and ramming including all operational,incidental,labour charges,hire charges of T&P etc, complete for finished item of work(APSS no. 309&310)

Filling with carted gravel in trenches, sides of foundations & basement from approved quarry in layers not exceeding 15cm thick, consolidating Each deposited layer by watering and ramming, including all operational, incidental, labour charges, hire charges of T & P etc. complete including cost and conveyance of gravel for finished item of work. (APSS No 309 & 310).

Plain Cement Concrete in (1:5:10) prop (Cement: Sand: Coarse aggregate) for foundation, using 40mm size hard broken granite metal including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site including cost of seigniorage charges on all materials and including all labour charges for machine mixing, laying concrete, ramming, finishing top surface to the required level, curing etc., complete for finished item of work.

> 726 <

12 3 4 5 6 7 8 9 10 11

7

All Round the building I Step 1 X 1 221.38 0.6 0.3 39.85Above G.L 1 X 1 221.38 0.45 0.6 59.77

99.62 1947.74 1 Cum 194036

9

a) Footings

F1 Type 1 X 20 1.22 1.22 0.3 8.93 F2 Type 1 X 4 1.82 1.82 0.45 5.96 F3 Type 1 X 28 2.13 2.13 0.5 63.52 F4 Type 1 X 24 2.28 2.28 0.6 74.86CF1 1 X 4 4.47 2.24 0.6 24.03072

177.30 5194.82 1 Cum 921026

b) Pedestals

C1 1 X 16 0.45 0.6 0.45 1.94C2 1 X 42 0.45 0.6 0.45 5.10C3 1 X 4 0.45 0.6 0.45 0.49

7.53 5381.82 1 Cum 40541

c) ColumnsGround Floor

C1 1 X 16 0.23 0.45 5.3 8.78C2 1 X 42 0.23 0.45 5.3 23.04C3 1 X 4 0.23 0.45 5.3 2.19C4 1 X 2 0.23 0.45 5.3 1.10C5 1 X 20 0.23 0.45 5.3 10.97

Random Rubble stone masonary in CM(1:8) prop(cement:Sand) hard granite varity stones from aprroned quarry including cost and conveyance of all materials like cement sand, water, stones etc.from aproved quarry, to site and including seinorage charges,sales&other taxes on all materials including labour for cutting stones to required size and shape,mixing, of cement,mortar,construction, scaffolding charges, curring etc.complete for finished item of work in foundation and basement(APS no.601&615)

Vibrated reinforced cement concrete ( 1:1.5:3 ) using 20mm size (SS5) hard granite machine crushed graded metal (Coarse aggregate) from approved quarry using a minimum quantity of 360 Kgs of cement per cubicmetre of concrete including cost and conveyance of all materials like cement, fine aggregate (Sand), Coarse aggregate, water etc., to site and cost of seigniorage charges on all materials including centering. shuttering, machine mixing laying concrete, vibrating lift charges, curing etc., complete but excluding cost of steel and its fabrication charges etc., for finished item of work (APSS No.402 & 403)

> 727 <

12 3 4 5 6 7 8 9 10 11

46.08 6378 1 Cum 293886First Floor

C1 1 X 16 0.23 0.45 3.3 5.46C2 1 X 42 0.23 0.45 3.3 14.35C3 1 X 4 0.23 0.45 3.3 1.37C4 1 X 2 0.23 0.45 3.3 0.68C5 1 X 20 0.23 0.45 3.3 6.83

28.69 6378 1 Cum 182985.8087

> 728 <

12 3 4 5 6 7 8 9 10 11

d) Plinth beamLong walls 1 X 2 40.15 0.23 0.3 5.54Short wals 1 X 4 32.23 0.23 0.3 8.90Cross walls 1 X 28 5.5 0.23 0.3 10.63

25.06 6398.82 1 Cum 160368

e) Roof beamsGround floorLong walls 1 X 2 40.15 0.23 0.3 5.54Short wals 1 X 4 32.23 0.23 0.3 8.90Cross walls 1 X 28 5.5 0.23 0.375 13.28Portico 1 X 1 76.62 0.23 0.3 5.29

33.01 5298.71 1 Cum 174886

f) Roof slab 115 mm thick for corridors 1 X 2 32.23 2.23 143.74

Ground floor 1 X 2 24.23 2.38 115.33 81754

1 X 2 5.96 2.27 27.05286.12 7088.73 10 Sqm 196851

g) Roof slab 125 mm thick for all rooms 1 X 1 32.23 5.96 192.09

Ground floor 1 X 2 24.23 5.96 288.82

1 X 1 16.23 5.96 96.73577.64 7552.48 10 Sqm 423157

h) Roof Slab 175 mm thick for toilet block 1 X 2 5.96 5.96 71.04 8711.86 10 Sqm 61889

i) Side walls 200 mm thick 0.00 11110.42 10 Sqm 0

j) LintelsGround FloorDoors 1 X 20 1.8 0.23 0.23 1.90Windows 1 X 26 2.1 0.23 0.23 2.89

4.79 6660 1 Cum 31918

> 729 <

12 3 4 5 6 7 8 9 10 11

10

Ground Floor 1 X 26 2.1 54.60 1274 1 Rm 69544First Floor 1 X 0 2.1 0.00 1428 1 Rm 0

12

Ground Floor 6.00 2553 1 Cum 15320

13

Reinforced cement concrete with M 25 grade Design mix ( by weigh batching ) as per using 20mm size (SS 5) machine crushed hard granite graded metal (coarse aggregate) from approved quarry using a minimum quantity of 360 Kg of cement and required quantity of Chemical Admixtures per 1 Cum of concrete including cost and conveyance of all materials like cement, fine aggregate (sand) ,coarse aggregate, water etc. to site and cost of seigniorage charges on all materials including centering using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc., shuttering, machine mixing, laying concrete, 7.5cm thick at fixed end and 5cm thick at free end with an average thickness of 6.25cm including plastering to all exposed faces 12mm thick in CM (1:4) including providing drip course band of 12mm x 12mm in CM (1:4) proportion including machine mixing, laying, curing etc., complete but excluding cost of steel and its fabrication charges for finished item of work for 60cm wide sun-shades (APSS No. 402, 403 & 903) in all floors..

Plain Cement Concrete (1:3:6) prop: nominal mix (Cement: fine aggregate: coarse aggregate) using 20mm size (SS5) graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate and coarse aggregate, water etc., to site, cost of seigniorage charges and all other taxes on all materials including centering, shuttering, machine mixing, laying concrete in position, curing etc., complete for bed blocks, and hold fasts for finished item of work (APSS No.402 & 403)

Plain cement concrete corresponding to M 25 Design Mix (By weigh batching) using 20mm size (SS5) hard granite machine crushed graded metal (Coarse aggregate) from approved quarry using a minimum quantity of 360 Kgs of cement per cubicmetre of concrete including cost and conveyance of all materials like cement, fine aggregate (Sand), Coarse aggregate, water etc., to site and cost of seigniorage charges on all materials including centering. shuttering, machine mixing laying concrete, vibrating lift charges, curing etc., complete for steps (APSS No.402 & 403)

> 730 <

12 3 4 5 6 7 8 9 10 11

Ground Floor 5.00 4251 1 cum 21255First Floor 5.00 4351 1 cum 21755

14

a) Ground floor

Long walls 1 X 2 40.15 0.23 3.1 57.25Short wals 1 X 4 32.23 0.23 3.1 91.92

149.17 3166 1 Cum 472340

b) First floor

Long walls 0 X 2 40.15 0.23 3.1 0.00Short wals 0 X 4 32.23 0.23 3.1 0.00

0.00 3166 1 Cum 0

15

a) Ground floorCross walls 1 X 28 5.5 3.1 477.40

477.40 3683 10 Sqm 175836

Brick masonry for external panel walls in superstructure with CM (1:8) prop: (cement : sand) using second class bricks from approved source having minimum crushing strength of 40 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, including seigniorage charges, sales & other taxes on all materials and such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, etc., complete for finished item of work. (APSS No. 501 & 504).

Reinforced Brick Masonry for partition walls in CM (1:4) prop. using second class bricks from approved source having minimum crushing strength of 40 Kg/Sq.cm and placing 2 nos of 6mm M.S plain rods in every third layer with free ends of the reinforcement pegged into mortar joints of main brick walls where applicable including cost and conveyance of all materials like cement, steel, sand, bricks, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental charges such as labour charges like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, etc., but excluding cost of steel and its fabrication charges complete (APSS No. of 501 & 509)

> 731 <

12 3 4 5 6 7 8 9 10 11

16

33.78 19.00 38673 1 MT 734794

17

1.00 38136 1 MT 38136

18

a) Ground floor 1 X 1 144.76 1.2 173.71 2014 10 Sqm 34977

Providing High Strength Deformed steel bars (Fe 415 grade as per IS 1786-1979) and mild steel bars (Fe 250 grade as per IS 432) of different dia meter, including labour charges for cutting, bending to required sizes and shapes placing in position with cover blocks of approved size and tying with binding wire of 20 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars from approved sources to site of work, including all wastages such as overlaps couplings, welded joints, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work (APSS NO.126) (Steel overlaps, chairs, spacer bars, any welding work etc., will not be measured and extra will not be paid for)

Providing Mild steel bars (Fe 250 grade as per IS 432) of different diameters, cutting, bending, to required sizes and shapes placing in position with cover blocks of approved size and binding wire of 20SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of bars from approved sources to site of work, including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., including all wastages such as overlaps couplings, welded joints, chairs, spacer bars and sales & other taxes, on cost of all materials complete for finished item of work. (APSS No.126) in all floors.

Plastering 20mm thick in two coats for uneven surfaces with base coat o 16mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site, cost of seigniorage charges on all materials, and operational, incidental charges and all labour charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting grooves as directed by Engineer etc., complete for finished item of work for uneven surface of walls and for basement. (APSS NO. 901 , 903 & 904)

> 732 <

12 3 4 5 6 7 8 9 10 11

19

For Internal wallsa) Ground floor 2 X 22 5.5 3.3 798.60

1 X 2 38.31 3.3 252.851051.45 1897 10 Sqm 199437

19

For External wallsa) Ground floor 1 X 1 144.76 3.3 477.71 1897 10 Sqm 90611

21

a) Ground floor 1 X 27 5.5 3.7 549.45 1897 10 Sqm 104219



Ornamental Plastering to ceiling 12mm thick (8mm thick in CM 1:6 for basecost 4mm thick in CM 1:4 for top cost) with dubara sponge finishing including cost and conveyance of materials like cement, sand, water etc., to site, cost of seigniorage charges on all materials, and operational, incidental charges and all labour charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting grooves as directed by Engineer etc., complete for finished item of work. (APSS NO. 901 & 904)

> 733 <

12 3 4 5 6 7 8 9 10 11

25

a) Ground Floor 549.45 6386 10 Sqm 350897

27

Treads

Ground Floor 30 418 1 sqm 12532

Risers

Ground Floor 16 405 1 sqm 6487

Flooring with Edge cut - Rectified ceramic non- skid tiles of first quality of make with borders and design as per the approved flooring pattern as approved by Engineer-in-charge 8mm thick of size 400mm x 400mm set over a base coat of CM (1:8) prop. 12mm thick over CC bed already laid including neat cement slurry of honey like consistancy spread at the rate of 3.3 kgs per Sqm. and filling the joints with white cement paste mixed with pigment of matching shade including cost and conveyance of all materials like cement, sand, water, ceramic tiles, white cement etc., to site, (excluding cost of C.C. bed) including cost of seigniorage charges on all materials, cost of base coat and all labour charges for mixing of cement mortar, laying tiles to required slope as directed by the Engineer- in-charge curing etc., complete for finished item of work. (APSS No.701 & 707)

Supply and fixing 25.4 mm thick polished Shahabad stones (Tandur Blue variety) of first quality in single piece with edge, flat nosed and set over 12 mm Thick CM (1:5) base coat in single Piece not less than 1.2mtrs. in length including neat cement slurry of honey like consistency spread at the rate of 3.3 Kg/sqm cost of seigniorage charges and all other taxes and conveyance of all materials and water to work site, cost of base coat and all operational and Labour charges such as mixing mortar dressing, fixing in position, lift charges, etc., complete for finished item of work for risers and treads (as per approved pattern and bordering) (APSS NO. 701 & 707) in all floors .

> 734 <

12 3 4 5 6 7 8 9 10 11

28

1 X 15 5.62 1.5 126.45 4366 10 Sqm 55205

549.45 542 10 Sqm 29799

32

477.71 902 10 Sqm 43087

33

150.00 1167 10 Sqm 17499

Dadooing to walls with ISO accredited coloured glazed tiles of make as approved by Engineer-in-charge of size not less than 300mmx200mm size and top border tiles of size 200mmx100mm set over 12mm thick CM (1:5) base coat and neat grey cement slurry of honey like consistency at the rate of 3.3 kg.s per sq.mt and jointed with white cement paste mixed with pigment of matching shade to match the shade of tiles including cost and conveyance of all materials and water to work site including seignorage charges, sales & other taxes on all materials, cost of base coat, all operational, incidental, and labour charges such as mixing mortar, fixing in position, including lift charges, curing etc., complete for finished item of work in all floors . (APSS No.701 & 707)

Painting two coats to ceilings with Surya Cem or equivalent brand as approved by the Engineer -in Charge including cost and conveyance of all materials to site including all taxes and all labour charges etc. complete for finished item of work.

Painting with weather proof plastic emulsion Grade-I paint to exterior faces of new walls with three coats of approved make shade and colour including self prime coat including cost and conveyance of materials like Plastic Emulsion paint of Grade - I to site including cost of brushes, scaffolding charges, lift charges and labour charges such as preparing the wall, applying three coats of Plastic Emulsion etc., complete for finished item of work (APSS No.910, 911&1201) in all floors.

Painting to wood work, flush shutters with luppam finish including applying luppam coat over a primary coat and two coats of synthetic enamel paint of 1st grade and approved brand and shade over a primary coat (Total 3 coats) including cost and conveyance of all materials to site, cost of primer coat, brushes, and all labour charges etc., complete. (APSS No. 1201, 1207 & 1212) for all floors.

> 735 <

12 3 4 5 6 7 8 9 10 11

34

1051.45 513 10 Sqm 53955

35

25.00 741 10 Sqm 1853

36

Dummy columns 15.00 2436 1 Cu mt 36544

Oil bound distemper to interior faces of new walls with two coats of approved make, shade and color over a base coat of appropriate distemper primer of approved make (total 3 coats) including cost and conveyance of materials like oil bound distemper, primer etc., to site and labour charges such as preparing the wall, applying primary coat, curing for primary coat, applying distemper two coats etc. sales & other taxes on cost of all materials, complete for finished item of work (APSS No. 911 & 910) in all floors.

Painting two coats with synthetic enamel paint first grade to new iron work including cost and conveyance of all materials to site, sales & other taxes, incidental, operational and all labour charges etc., complete for finished item of work. (SS No. 1201, 1212 & 1207).

Reinforced cement concrete (1:5:10) proportion (Cement: fine aggregates: coarse aggregate) using 40mm size (SS5) hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand), coarse aggregate, water etc., to site and cost of seigniorage charges on all materials including centering using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc., shuttering machine mixing, laying concrete, lift charges curing etc., complete as per drawings but excluding cost of steel and it's fabrication charges for finished item of work (APSS NO. 402 & 403) for Dummy columns .

> 736 <

12 3 4 5 6 7 8 9 10 11

37

Door of size 1000X2100 24.00 4138 1 no 99312

38

Supply and fixing of doors as per drawings with wood frame of section 100mm x 65mm and ISI marked flush door shutters of 35mm thick with single shutter with bothe side commercial fly wood and bind wood solid black board core having cross boards and fell venecy pressed borde with wate proof phenol fomal - dehyde synthetic resin made can forming to is 2202-1991 (part - 1) with internal lipping on all sides including costs conveyance to site of teak wood frame flush shutter including S&F of 6 Nos M.S. Z' hold fast of size 300x40x5 mm, 3 Nos butt hinges of 150x3.75x1.10mm including 18, marked anodized alomium 1no aldrop 250mm long, 2Nos tower botts of 300x12mm dia 2Nos 150 long handls, 2 Nos heavy duty door aopers, S&F of 24 geusu 'U' shapes aluminium shoeplote of 30 cm height on front side and 120 cm height a rear sid labour charge for fixing the frame in position fixing the shaltor to frame for finished item of work.

Supply and fixing of doors as per approved drawings with 2nd class teak wood frame of section 100mm x 65 mm with split type fan light of 500mm height at the top fixed with 4mm thick pin headed glass using 12mm x 12mm Teak Wood beading and 2Nos. of 10mm MS Square bars and ISI marked flush door shutter of 30mm thick single shutter with bond wood solid block board type Core having cross bands and face veneers, hot pressed bonded with water proof phenol formaldehyde synthetic resin factory made conforming to IS 2202-1991 (Part-I) both sides commercial ply with internal lipping on all sides including cost and conveyance to site of teak wood frame, flush shutter including supply and fixing 6 nos MS Z hold fasts of size 300 mm x 40 mm x 5mm including cost of ISI marked aluminium fixtures of 3 Nos butt hinges 150mm long , 1 No. aldrop 250mm long, 1 No tower bolt of 300 mm x 12 mm dia at top, 1 No tower bolt of 200 mm x 12 mm dia at bottom, 2 Nos. 125mm long handles, and 1 No rubber bush

> 737 <

12 3 4 5 6 7 8 9 10 11

Door of size 750X2100 15.00 1961 1 no 29415

39

Wimdows of size 26.00 6030 1 no 156772

including supply and fixing 1.2 mm thick PVC sheet tofull height of shutter inside including labour charges for fixing the frame in position, fixing the shutter to the frame etc. complete for finished item of work as per APSS 1001 & 1002 (The vertical frame of door shall be embedded in flooring for a depth of not less than 10 mm) (750mm x 2100mm)

Supply and fixing of Window as per aproved drawing with 2nd class teak wood frame of 110mm X65mm with fixed two shutters with 5mm thick pin headed glass using 12mmx12mm teak wood beading and 10 no's of 12mm MS sqaure gars including cost and conveyance to site of teak wood frame flush shutters including supplying and fixing 6 no's of Z type hold fasts of size 300x40x5 mm including cost of IS marked aluminum fixures of 3 no's top but hinges 150 mm long, 1 no of aldrop 100mmx16mm dia 2 no's 75mm handles,including fixing the fixures to door with required no of screws, bolt and nuts including labour charges to fixing the frame in position fixing to the shutter to the frame etc complete for finishing item of work as per APSS for complete work of 1.00X1.20mm size window

MS Z hold fasts of size 300 mm x 40 mm x 5mm including cost of ISI marked aluminium fixtures of 3 Nos butt hinges 150mm long , 1 No. aldrop 300mm x 16 mm dia, 1 No tower bolt of 300 mm x 12 mm dia at top, 1 No. 150mm long handle, 1 Nos heavy duty door stopper and 1 No rubber bush including fixing the fixtures to door with required number of screws, bolt and nuts including labour charges for fixing the frame in position, fixing the shutter to the frame etc. complete for finished item of work as per APSS 1001 & 1002 (The vertical frame of door shall be embedded in flooring for a depth of not less than 10 mm) (1500mm x 1200mm)

> 738 <

12 3 4 5 6 7 8 9 10 11

40

Ventilators 3.00 1681 1 no 5043

6577022

Asst. Engineer Deputy Executive Engineer Executive Engineer Superintending EngineerPRI, MP Siddipet PRI, SD Siddipet PRI, Siddipet PR Circle, Medak

Supply and fixing of Ventilators as per aproved drawing with 2nd class teak wood frame of 110mm X65mm with fixed two shutters with 5mm thick pin headed glass using 12mmx12mm teak wood beading and 10 no's of 12mm MS sqaure gars including cost and conveyance to site of teak wood frame flush shutters including supplying and fixing 6 no's of Z type hold fasts of size 300x40x5 mm including cost of IS marked aluminum fixures of 3 no's top but hinges 150 mm long, 1 no of aldrop 100mmx16mm dia 2 no's 75mm handles,including fixing the fixures to door with required no of screws, bolt and nuts including labour charges to fixing the frame in position fixing to the shutter to the frame etc complete for finishing item of work as per APSS for complete work of 1200X600 mm size

ENT (Electrical) Page-739

Name of Work :-

Quantity Description of Work UnitRate (Rs.)

in fig.

Hostel building

1 625 RM 38.60

0

2 450 RM 45.00

0

0 WIRING

3 55 PTS 293.00

0

4 15 NOS EACH 50.00

0

5 20 PTS 402.00

0

6 19 PTS 70.80

0

7 0 NOS EACH 316.60

0

0 RUN OF MAINS

0

8 500 RM 13.40

0

S. NO.

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

ONE RM

Supply and Fixing of 25mm dia1.5mm thick P.V.C. pipe (ISI MARK) concealed in wall with all required accessories including masonary work for light, fan and separate plug point with Metal box including all labour charges etc., complete. for EPABX, LAN, an

ONE RM

Wiring with Two runs of 1.0 sq.mm (14/0.3mm) Fire Retardant PVC insulated flexible copper cable, (phase, neutral) in the existing conduit pipe with 6A flush type switch control, ceiling rose and 3mm thick hylum sheet covering to MS switch control box in

EACH POINT

Supply and providing Fan hook box including hook in slab while laying pipes to fix the fan and facilitate to draw the wires through the box.

Wiring with 2 runs of 1.0 Sqmm PVC insulated flexible copper cable, (phase, neutral) in the existing metallic / non metallic conduict pipe with 6A flush type two way switch control, ceiling rose and 3mm thick hylam sheet covering to MS Switch control b

EACH POINT

Wiring with three runs of 1.0 sq.mm insulated PVC flexible copper conductor cable (phase, neutral, earth) in the existing conduit pipe with 6 Amps flush type switch, and 6 A 3/2 pin socket on common switch board etc.,complete as required Make:Million /

EACH POINT

Supply and fixing of power plug I.e 16A/6A 5 pin flush type socket with , 16 amps switch control flushed in wall with MS box covered with 3mm hylam sheet for power points etc. as required complete with earth connections.Make: Gold medal / Million

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

ONE RM


9 375 RM 69.40

0

10 100 RM 108.50

0

11 13 RM 146.80

0

12 13 RM 270.60

0

13 25 RM 442.35

0

0 DISTRIBUTION BOARDS

0

14 1 NOS EACH 1361.00

0

15 1 NOS EACH 5762.00

0

16 1 NOS EACH 6171.00

0

17 1 NOS EACH 27200.00

0

0 EARTHINGS

Supply and run of 2 of 2.5 sq.mm PVC insulated flexible copper cable and one run of 1.0 sq.mm flexible copper wire for earthing in existing MS conduit pipe for circuits including labour charges (phase neutral and earth) etc., complete as required for swi

ONE RM

Supply and 2 runs of 4.0 sq mm PVC insulated flexible copper cable and 1 run of 2.5 sq.mm flexible PVC insulated copper cable for earthing in the existing conduit pipe for power point including labour charges for 16A sockets.Make:Gold Medal / Finolex

ONE RM

Supply and run of 2 of 6 Sq mm PVC insulated flexible copper cable and 1 run of 2.5 Sq mm flexible PVC insulated flexible copper cable in the existing conduit pipe for run of mains from main panel board to TPN DB'S with pin type lugs and connections

ONE RM


ONE RM


ONE RM

Supply and fixing Distribution board with 20A single phase plug and Socket, in sheet steel enclosure with 10/16/20A SP MCB including internal connection and labour charges for surface / flush mounting etc., completeMakes : MDS / GE/ L&T Hager.

Supply and fixing of TPN 4 way distribution board IP-42 flushed in wall suitable for single pole outgoing MCB's in sheet metal enclosure with 63 Amps -4 pole isolator incomer and 12 nos. 6 to 10 Amps single pole, 10 KA breaking capacity MCB outgoings inc

Supply and fixing of TPN 4 way distribution board IP-42 flushed in wall suitable for single pole outgoing MCB's in sheet metal enclosure with 80 Amps -4 pole isolator incomer and 12 nos. 16 to 32 Amps single pole, 10 KA breaking capacity MCB outgoings i

Supply and fixing TPN - 8 way Vertical type Distribution board with IP -20 Protection with 125A, 3Pole 25 kA MCCB as incomer with 8 Nos 63A TP MCBs as outgoing including internal connection and labour charges for surface / flush mounting etc., complet


18 1 NOS EACH 1855.00

0

19 25 RM 10.00

0

0 FIXTURES

20 23 NOS EACH 800.00

0

0

22 20 NOS EACH 17.60

0

23 1 NOS EACH 113.00

0

24 1 NOS EACH 118.00

0

25 19 NOS EACH 1323.00

0

26 19 NOS Each 230.00

0

24 19 NOS EACH 52.00

0

28 4 NOS EACH 1237.00

0

29 4 NOS EACH 253.00

0

0 U.G CABLES

0

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

Supply and run of No. 8SWG GI wire including cost of all accessories and labour charges etc complete.

ONE RM

Supply, Transportation and fixing of 4' - 28 Watt box type flourescent single Tube Light fitting with Energy saving electronic ballast suitable for 40 Watt tube on varnished teak wood round blocks with flexible 3 core wire etc.,, complete with all conne

Supply and fixing of BH/SBH in lieu of ceiling rose with 1 NO 60 W bulb with connections etc., complete with labour charges(Gold Medal / Million )

Supply and fixing of calling bell on 4"x4" decolam block including giving connections, cost of all accessories and all labour charges etc., complete.Make: Gold Medal / Million.

Supply and fixing of Ding dong calling bell on 7"x4" decolam block including giving connections, cost of all accessories and all labour charges etc., complete.Make: Gold Medal / Million.

Supply and transportation of 1200mm (48") sweep 230V, A.C 50 Hz.Ceiling fan with 3 Blades and double ball bearings with suitable down rod without regulator including all standard accessories etc complete.Make: Crompton High Speed / Orient PSPO / Bajaj En

Supply and fixing of Electronic fan regulator hum free step type socket size in the existing switch board Make: Gold Medal / Million .

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

Supply,Transportation of Light duty exhaust fan 12"(300 mm) size1350 rpm with metal blades wiremesh with all accessories etc completeMake: Orient/ Crompton Greeves/Almonard .

Labour charges for fixing of Exhaust fan in wall with necessary connections and masonary work of making hole, finishing etc., complete.


35 0

a 15 RM 3.5 Core 70.00 Sq.mm. 663.00

b 15 RM 3.5 Core 50.00 Sq.mm. 383.00

c 15 RM 4.0 Core 16.00 Sq.mm. 246.00

0

36 45 RM 95.95

0

37 45 RM 22.00

0 METER BOX

0

40 1 NOS EACH 2600.00

TOTAL:



Supply of the following PVC XLPE armoured cable 1100 V. Grade with ISI mark stranded / solid, aluminimum conductor complete Make: Universal / NICCO/ RPG/SURANA/ POY CAB/ paragon cables.

ONE RM

ONE RM

ONE RM

Earth work excavation of Trench in hard ground soil, laying of U.G cables below 70 Sq,mm on sand cusion covering the cable with bricks and back filling of Trench duly providing route indicator (As per general instruction S.No. 14 of SSR) embedded in C.C

ONE RM

Labour charges for run of U.G cable on wall / existing pipe with necessary fixing arrangments such as saddles, clamps,wooden separators etc., (as directed by departmental official) with No.10 SWG G.I wire for eath connections for the cables.

ONE RM

Supply and Fixing of meter box for housing 3 phase energy meter made of 16 gauge CRCA / MS sheet with hinged door, locking arrangements with 4'' x 4'' glass for taking reading and also with, 3 Nos 100 A fuse units, Neutral link, on T.W block with all acce


Name of Work :-

Hostel building

24126

20250

16115

750

8040

1328

0

6700

Amount (Rs.)


26025

10850

1835

3383

11059

1361

5762

6171

13600


928

250

18000

352

57

59

24806

4313

975

4639

949


9945

5745

3690

4318

990

2600

239968

Executive EngineerPRI, Siddipet

Name of Work :-

S.No Description of Item No's Length Breadth Depth Qty Rate Per Amount

Hostel building

Water Supply and Sanitary

1

1 x 10 5.00 4648 no's 23240

3

1 x 10 10.00 243.00 no's 2430

4

1 x 3 3.00 3202.00 no's 9606

5

1 x 3 3.00 1020.00 no's 3060

Construction of 91.44cm internal dia inspection chamber in brick masonry 230mm thick walls in CM(1:6) prop., with necessary corbelling in the same masonry as per ISI standards including earth work excavation in all types of soils, laying 150mm thick bed in CC (1:5:10) Prop., forming necessary channels and bedding upto the bottom of channel with Cc (1:2:4) 20mm thick cement plastering with CM(1:3) prop., both inside the outside but the inside surface finished smooth with neat cement, and providing and fixing pre cast RCC over of 508mm dia. of 3" thick including providing CI steps wherever required including painting steps with approved paint including excavation in all types of soils except rock requiring blasting and refilling, spreading surplus earth as directed etc., cost of all materials, labour charges & Seigniorage charges etc., complete for finished item of work. ( APSS No. 1308)

Supplying and fixing 76.20mm (3") CI Nahany trap Ist quality with CP Grating, black painted for all floors including cost and conveyance of all materials to site, labour charges etc., complete for finished item of work.

Supplying and fixing white glazed European water closet with variety as approved by Engineer-in-charge, p" or s" trap with 4" CI outlet pipe of approved make, plastic seat and lid for EWC and rubber buffers as per ISI 2548 1963 with and 10.0 lit capacity porcelain low level flushing tank with internal components fixing with necessary wooden gutties fixed in the masonry with required size nails 32mm dia long bend, 12mm PVC connections with brass plumber union nuts and 12mm stop cock heavy duty ( 400 grams), with labour charges etc., complete for finished item of work for all floors.

Supplying and fixing white glazed flat back Bowl urinals of size 440 mm x 265 mm x 315 mm with integral flushing rim fixed with screws complete Indian make (HSW/Parry/Neycer) conforming to IS:2556-1995 as approved by Engineer-in-charge, 12.7mm PVC connection with brass plumber union nuts CP coated, 12.70mm push cock 1st quality of approved make including Supply & fixing 31.75 mm dia PVC flexible waste pipe of 914.4 mm length of Ist quality including cost and conveyance of all materials to site, labour charges etc., complete for finished item of work for all floors.

6

1 x 10 10.00 1664.00 no's 16640

7

1 x 10 10.00 179.00 no's 1790

8

1 x 8 8.00 378.00 no's 3024

9

1 x 6 6.00 121.00 no's 726

10

1 x 10 10.00 138.00 no's 1380

11

1 x 10 10.00 190.00 no's 1900

12

a) 75 mm dia 1 x 1 50.00 50.00 159 Rm 7950

b) 110 mm dia 1 x 1 100.00 100.00 250 Rm 25000

a) 150 mm dia 1 x 1 100.00 100.00 368 Rm 36800

Supplying and fixing Indian make Flat Back Wash Hand Basin (HSW/Parryware/ Neycer) 1st quality conforming to IS:2556-Part-4:1972 of size 550mm x 400mm with waste fittings like rubber plug, chain, 32 mm nominal size C.P. Fitting with parallel pipe thread conforming to IS:2963-1979 and fitted with 15 mm nominal bore Chromium Plated Pillar Tap of 1st quality Indian make 300 grams Seiko/ Esso or equivalent complete with standard CI brackets including wooden block ,1 No.12.70mm PVC connection with brass union nuts CP coated , 1 No.12.70mm NP bib tap 300 gms Seiko or equivalent including cost and conveyance of all materials to site, labour charges etc. complete for finished item of work

S & F Porcelain Soap dish with NP scres etc., complete including cost and conveyance of all materials, labour charges for finished item of work in all floors.

S & F 609.6 x 457.10 (24" x 18") Indian make best quality glass mirror with TV shaped PVC frame plywood back with NP screws 1st quality including cost and conveyance of all materials, labour charges etc., complete for finished item of work in all floors.

S & F 25mm dia 0.60 mtrs. Long aluminium anodized towel rods with brackets etc. including cost and conveyance of all materials, labour charges etc., complete for finished item of work.

S & F tested bib taps (250 gms) at all levels of size 12.70mm dia of Indian make first quality including cost and conveyance of all materials, labour charges etc., complete for finished item of work in all floors.

S & F tested NP bib taps (300 gms) at all levels of size 12.70mm dia of Indian make first quality including cost and conveyance of all materials, labour charges etc., complete for finished item of work in all floors.

Supply and fixing of SWR PVC Pipes as per ISI standards 4 kgs/sqmcm and fixing all special such as plain bends offsets door bends, single and double junctions as per site requirement, fixing with PVC Clamps if necessary with required number of bombay nails, including cost and conveyance of all materials to site, including all labour charges etc., complete for finished item of work at all floor levels (APSS No.1302, 1319 & 1326)

13

a) 20mm Nominal bore 1 x 1 60.00 60.00 146.00 Rm 8760

b) 25mm Nominal bore 1 x 1 150.00 150.00 191.00 Rm 28650

c) 32mm Nominal bore 1 x 1 100.00 100.00 269.00 Rm 26900

d) 40mm Nominal bore 1 x 1 50.00 50.00 301.00 Rm 15050

e) 50mm Nominal bore 1 x 1 15.00 15.00 324.00 4860

14

a) 25mm Nominal bore 1 x 2 2.00 530.00 no's 1060

b) 32mm Nominal bore 1 x 2 2.00 793.00 no's 1586

c) 40mm Nominal bore 1 x 2 2.00 1081.00 no's 2162

15

1 x 2 2000.00 4000.00 6.00 ltrs 24000

16

1 x 2 2.00 3200.00 no's 6400

17

1 x 0 0.00 1020.00 no's 0

18

1 x 80 80.00 54.00 no's 4320

257294Asst. Engineer Deputy Exe. Engineer Executive Engineer

PRI, MP Siddipet PRI, SD Siddipet PRI, Siddipet

Supplying & fixing GI pipe Medium Grade properties & weight as per IS 1239 ISI mark in ground or on wall including cost of tees, elbows, bends, reducers, couplings, running joints, union flanges, unions etc. with necessary excavation in all types of soils except rock requiring blasting, refilling, chiselling masonry walls and making good the walls & floors to the original surface and fixing MS clamps on TW blocks on walls including cost and conveyance of all materials and labour charges complete for finished item of work.

Supplying and fixing Gunmetal Gate ( GM peet ) valve as per IS-778 Class - I , Indian make heavy type including cost and conveyance of all materials , labour charges etc. complete for finished item of work.

Providing and placing on terrace (at all floor levels)polyetheylene water storage tank with double layer approved brand and manufacture with cover and suitable locking arrangement and making necessary holes for inlet and outlets and over flow pipes but without fittings and base support for tanks

Supplying and fixing Indian make white glazed vitreous china porcelain sink conforming to IS:2556-Part-5-1994 of size 600mm x 400mm x 250mm on cantilever brackets with waste fittings like rubber plug, chain, 32 mm nominal size C.P. Fitting with parallel pipe thread conforming to IS:2963-1979 including cost and conveyance of all materials and labour charges at all levels in all floors .

Supplying and fixing of white glazed flat back urinal Ist quality ISI marked variety, as approved by Engineer-in-charge, 12.7mm PVC connections with brass plumber union nuts, 12.70mm push cock Ist quality of approved make including 32mm dia. PVC waste pipe including cost and conveyance of all materials to site, labour charges etc., complete for finished item of work for all floors.

Constructing Brick mlasonry supprt for G.I pipe with C.M 304.8 x 228.6 x228.6 mm size including plastering and finishing etc. complete.


Construction of Women hostel building for Govt. Degree college for Women @ Siddipet

Sl.No Item No Length Size of Steel8 10 12 16 20

1 Footings

F1 Type

Mat 10 mm 20 X 16 1.50 480.00

F2 Type

Mat 10 mm 4 X 28 2.50 280.00

F3 Type

Mat 10 mm 28 X 40 2.70 3024.00

F4 Type

Mat 10 mm 24 X 30 2.80 2016.002 Pedestals

C1 Type - 10 mm 16 X 10 1.20 192.00

C2 Type - 10 mm 42 X 10 1.20 504.00

C3 Type - 10 mm 4 X 10 1.20 48.00

Stirrups 62 X 6 2.30 855.603 Columns

C1 Type - 20 mm 16 X 4 6.00 384.00

16 mm 16 X 6 6.00 576.00

C2 Type - 16 mm 42 X 10 6.00 2520.00

C3 Type - 16 mm 4 X 8 6.00 192.00

C4 Type - 12 mm 2 X 8 6.00 96.00

C5 Type - 12 mm 20 X 4 6.00 480.00

Stirrups 84 X 30 1.40 3528.004 Plinth beam

16 mm - 4 Nos 1 X 4 363.22 1452.88

12 mm - 2 Nos 1 X 2 363.22 1452.88

Stirrups 1 X ### 1.22 2684.005 Roof Beam

16 mm - 5 Nos 1 X 5 363.22 1816.10

Stirrups 1 X ### 1.22 2684.00

6 Roof Slab

Main - 10 mm 27 X 33 3.77 3359.07

Distrubution - 8 mm 27 X 21 5.50 3118.50

Extra Bars 27 X 33 1.00 891.00

27 X 21 1.00 567.00

13437.10 8778.07 4044.88 6556.98 384.00

5240.47 5354.62 3599.94 10360.03 948.48 25503.54



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Data Sheet 2010-11 war