Kaza to Pedavadlapudi Nregs

8/8/2019 Kaza to Pedavadlapudi Nregs

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NREGS (ZP) FUNDS

DISTRICT: GUNTUR CIRCLE: GUNTUR

DIVISION: GUNTUR SUB- DIVN. MANGALAGIRI

DETAILED CUM ABSTRACT ESTIMATE

Name of the Work :

ESTIMATE COST Rs. 2033039.00

MANDAL MANGALAGIRI

ASSEMBLY CONSTITUENCY MANGALAGIRI

PARLIAMENT CONSTITUENCY GUNTUR

PANCHAYAT RAJ ENGINEERING DEPARTMENT

Metalling the road from Khaja to Pedavadlapudi inMangalagiri(M)


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Lead Conveyance Collars Lead Conveyance Collars1 33.80 1 55.402 33.80 2 55.403 33.80 3 55.404 33.80 4 55.405 33.80 5 55.406 35.00 6 57.907 36.20 7 60.408 37.40 8 62.909 38.60 9 65.40

10 39.80 10 67.9011 41.00 11 70.4012 42.20 12 72.9013 43.40 13 75.4014 44.60 14 77.90

15 45.80 15 80.4016 47.00 16 82.9017 48.20 17 85.4018 49.40 18 87.9019 50.60 19 90.4020 51.80 20 92.9021 53.00 21 95.4022 54.20 22 97.9023 55.40 23 100.4024 56.60 24 102.9025 57.80 25 105.4026 59.00 26 107.90

27 60.20 27 110.4028 61.40 28 112.9029 62.60 29 115.4030 63.80 30 117.9031 65.00 31 120.4032 66.20 32 122.9033 67.40 33 125.4034 68.60 34 127.9035 69.80 35 130.4036 71.00 36 132.9037 72.20 37 135.4038 73.40 38 137.90

39 74.60 39 140.4040 75.80 40 142.9041 77.00 41 145.4042 78.20 42 147.9043 79.40 43 150.4044 80.60 44 152.9045 81.80 45 155.4046 83.00 46 157.90

Conveyance of RCCPipes for 450mm



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47 84.20 47 160.4048 85.40 48 162.9049 86.60 49 165.4050 87.80 50 167.90


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Lead Conveyance Collars1 96.902 96.903 96.904 96.905 96.906 102.507 108.108 113.709 119.30

10 124.9011 130.5012 136.1013 141.7014 147.30

15 152.9016 158.5017 164.1018 169.7019 175.3020 180.9021 186.5022 192.1023 197.7024 203.3025 208.9026 214.50

27 220.1028 225.7029 231.3030 236.9031 242.5032 248.1033 253.7034 259.3035 264.9036 270.5037 276.1038 281.70

39 287.3040 292.9041 298.5042 304.1043 309.7044 315.3045 320.9046 326.50



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47 332.1048 337.7049 343.3050 348.90


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Common SSR 08-09 Common SSR 08-09 Common SSR 08-09

I class mason 224.00 1 No EARTH WORK 11.2mm HBG MC ChipsII class mason 206.00 1 No Earth work 20- A 335.00 13.2mm HBG MC ChipsMazdoor 170.00 1 No Conveyance 25.00 239.00 20mm HBG MC ChipsImportation of labour & MCA 20.00 Consolidation Ch 200.00 2 2.4mm HBG MC Chips

Refilling of Earth Charges 140.00 10 cum Deduct element Hir 51.76 4 0-45mm HBG MetalEarh work rate 20 B 37.50 10 cum Add element Hir 51.76 40mm HBG Metal20 A & 20 B diff 35.00 10 cum Diff of 20-A & B 35.00 40mm HBG Metal ( SS 5 )Machine mixing charges 45.00 cum Stacking & loading #REF! 6 0-63mm HBG metalVibration charges 43.00 cum Unloading charges #REF! 6 5mm HBG metalMotar mixing charges 28.00 cum Gravel spreadin ch 37.50 6 mm HBG MC ChipsFabrication Charges 9.00 Kg Gravel consolidation 5.18 7 5mm HBG MetalSand filling Charges 140.00 10 cum Conveyance 3.00 112.00 Accoproof Cement

Centering Roof slab cent charges 169.00 Sqm E.W by machinery 162.40 Country Btricks 23 x 11 x 7Deck slab cent charges 1550.00 cum Seigniorage Charges 20.00 Enamel paintPlinth beam 1071.00 cum ROLLER HIRE CHARGES GravelLintels & Sunshades 138.00 Sqm Quarry RubbishColumns 1587.00 cum Sand for fillingBeams 'L' & 'T' 1509.00 cum Sand for mortar Footiings & Bed blocks 715.00 cum Snowcem paintGI Sheet 60.00 Kg Stone dustCountry Wood 35783.00 cum White CementCulvert slabs 3.00mts above 829.00 cum CementCulvert slabs 3.00mts below 615.00 cum Smooth roller hire charges per hour 297.00 SteelMass concrete piers,well caps 850.00 cum Vibratory Roller hire charges per hour 994.00 Fly AshCC Pavements 160.00 sqm Blasting Charges 70 Synthetic Enamel PaintBeams 2000.00 cum Impervious water ProofingPiers/Abutments/wing wall/steining/well curbs/well cum

Hand rails 2200.00 cumDoors Labour Charges 473.00 cum

Windows Labour Charges 601.00 cum

GI Sheet Doors 193.00 Sqm

Bailing out water E.W 150.33 cum

Common SSR 08-09 Common SSR 08-09

Kms EARTH EARTH Kms Sand Metal Bricks Fly0.5 20.12 0.250 50.00 0.50 20.12 17.68 234.00 113.60

1.00 20.12 1.00 20.12 17.68 240.00 115.302.00 28.15 2.00 28.15 24.78 248.00 119.903.00 37.55 3.00 37.55 37.55 256.00 125.004.00 45.59 4.00 45.59 45.59 264.00 129.605.00 53.64 5.00 53.64 53.64 272.00 134.106.00 61.69 6.00 61.69 61.69 293.00 145.80


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7.00 69.74 7.00 69.74 69.74 303.00 149.608.00 77.79 8.00 77.79 77.79 309.00 155.009.00 85.84 9.00 85.84 85.84 317.00 159.30

10.00 93.89 10.00 93.89 93.89 326.00 164.8011.00 101.94 11.00 101.94 101.94 336.00 169.8012.00 109.99 12.00 109.99 109.99 344.00 174.2013.00 118.04 13.00 118.04 118.04 350.00 179.4014.00 126.09 14.00 126.09 126.09 359.00 183.6015.00 134.14 15.00 134.14 134.14 368.00 189.0016.00 142.19 16.00 142.19 142.19 377.00 193.1017.00 150.24 17.00 150.24 150.24 385.00 197.7018.00 158.29 18.00 158.29 158.29 392.00 202.6019.00 166.34 19.00 166.34 166.34 401.00 207.2020.00 174.39 20.00 174.39 174.39 410.00 213.4021.00 182.44 21.00 182.44 182.44 421.00 218.0022.00 190.49 22.00 190.49 190.49 432.00 222.6023.00 198.54 23.00 198.54 198.54 443.00 227.2024.00 206.59 24.00 206.59 206.59 454.00 231.8025.00 214.64 25.00 214.64 214.64 465.00 236.4026.00 222.69 26.00 222.69 222.69 476.00 241.0027.00 230.74 27.00 230.74 230.74 487.00 245.6028.00 238.79 28.00 238.79 238.79 498.00 250.2029.00 246.84 29.00 246.84 246.84 509.00 254.80

30.00254.89

30.00254.89 254.89

520.00 259.4031.00 261.60 31.00 261.60 261.60 531.00 263.3032.00 268.31 32.00 268.31 268.31 542.00 267.2033.00 275.02 33.00 275.02 275.02 553.00 271.1034.00 281.73 34.00 281.73 281.73 564.00 275.0035.00 288.44 35.00 288.44 288.44 575.00 278.9036.00 295.15 36.00 295.15 295.15 586.00 282.8037.00 301.86 37.00 301.86 301.86 597.00 286.7038.00 308.57 38.00 308.57 308.57 608.00 290.6039.00 315.28 39.00 315.28 315.28 619.00 294.5040.00 321.99 40.00 321.99 321.99 630.00 298.4041.00 328.70 41.00 328.70 328.70 641.00 302.3042.00 335.41 42.00 335.41 335.41 652.00 306.2043.00 342.12 43.00 342.12 342.12 663.00 310.1044.00 348.83 44.00 348.83 348.83 674.00 314.00

45.00 355.54 45.00 355.54 355.54 685.00 317.9046.00 362.25 46.00 362.25 362.25 696.00 321.8047.00 368.96 47.00 368.96 368.96 707.00 325.7048.00 375.67 48.00 375.67 375.67 718.00 329.6049.00 382.38 49.00 382.38 382.38 729.00 333.5050.00 389.09 50.00 389.09 389.09 740.00 337.4051.00 395.80 51.00 395.80 395.80 750.00 341.30


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52.00 402.51 52.00 402.51 402.51 760.00 345.2053.00 409.22 53.00 409.22 409.22 770.00 349.1054.00 415.93 54.00 415.93 415.93 780.00 353.0055.00 422.64 55.00 422.64 422.64 790.00 356.9056.00 429.35 56.00 429.35 429.35 800.00 360.8057.00 436.06 57.00 436.06 436.06 810.00 364.7058.00 442.77 58.00 442.77 442.77 820.00 368.6059.00 449.48 59.00 449.48 449.48 830.00 372.5060.00 456.19 60.00 456.19 456.19 840.00 376.4061.00 462.90 61.00 462.90 462.90 850.00 380.3062.00 469.61 62.00 469.61 469.61 860.00 384.2063.00 476.32 63.00 476.32 476.32 870.00 388.1064.00 483.03 64.00 483.03 483.03 880.00 392.0065.00 489.74 65.00 489.74 489.74 890.00 395.9066.00 496.45 66.00 496.45 496.45 900.00 399.8067.00 503.16 67.00 503.16 503.16 910.00 403.7068.00 509.87 68.00 509.87 509.87 920.00 407.6069.00 516.58 69.00 516.58 516.58 930.00 411.5070.00 523.29 70.00 523.29 523.29 940.00 415.4071.00 530.00 71.00 530.00 530.00 950.00 419.3072.00 536.71 72.00 536.71 536.71 960.00 423.2073.00 543.42 73.00 543.42 543.42 970.00 427.1074.00 550.13 74.00 550.13 550.13 980.00 431.00

75.00 556.84 75.00 556.84 556.84 990.00 434.9076.00 563.55 76.00 563.55 563.55 1000.00 438.8077.00 570.26 77.00 570.26 570.26 1010.00 442.7078.00 576.97 78.00 576.97 576.97 1020.00 446.6079.00 583.68 79.00 583.68 583.68 1030.00 450.5080.00 590.39 80.00 590.39 590.39 1040.00 454.4081.00 597.10 81.00 597.10 597.10 1050.00 457.7082.00 603.81 82.00 603.81 603.81 1060.00 461.0083.00 610.52 83.00 610.52 610.52 1070.00 464.3084.00 617.23 84.00 617.23 617.23 1080.00 467.6085.00 623.94 85.00 623.94 623.94 1090.00 470.9086.00 630.65 86.00 630.65 630.65 1100.00 474.2087.00 637.36 87.00 637.36 637.36 1110.00 477.5088.00 644.07 88.00 644.07 644.07 1120.00 480.8089.00 650.78 89.00 650.78 650.78 1130.00 484.10

90.00 657.49 90.00 657.49 657.49 1140.00 487.4091.00 664.20 91.00 664.20 664.20 1150.00 490.7092.00 670.91 92.00 670.91 670.91 1160.00 494.0093.00 677.62 93.00 677.62 677.62 1170.00 497.3094.00 684.33 94.00 684.33 684.33 1180.00 500.6095.00 691.04 95.00 691.04 691.04 1190.00 503.9096.00 697.75 96.00 697.75 697.75 1200.00 507.20


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97.00 704.46 97.00 704.46 704.46 1210.00 510.5098.00 711.17 98.00 711.17 711.17 1220.00 513.8099.00 717.88 99.00 717.88 717.88 1230.00 517.10

100.00 724.59 100.00 724.59 724.59 1240.00 520.40101.00 731.30 101.00 731.30 731.30 1250.00 523.50102.00 738.01 102.00 738.01 738.01 1260.00 526.60103.00 744.72 103.00 744.72 744.72 1270.00 529.70104.00 751.43 104.00 751.43 751.43 1280.00 532.80105.00 758.14 105.00 758.14 758.14 1290.00 535.90106.00 764.85 106.00 764.85 764.85 1300.00 539.00107.00 771.56 107.00 771.56 771.56 1310.00 542.10108.00 778.27 108.00 778.27 778.27 1320.00 545.20109.00 784.98 109.00 784.98 784.98 1330.00 548.30110.00 791.69 110.00 791.69 791.69 1340.00 551.40111.00 798.40 111.00 798.40 798.40 1350.00 554.50112.00 805.11 112.00 805.11 805.11 1360.00 557.60113.00 811.82 113.00 811.82 811.82 1370.00 560.70114.00 818.53 114.00 818.53 818.53 1380.00 563.80115.00 825.24 115.00 825.24 825.24 1390.00 566.90116.00 831.95 116.00 831.95 831.95 1400.00 570.00117.00 838.66 117.00 838.66 838.66 1410.00 573.10118.00 845.37 118.00 845.37 845.37 1420.00 576.20119.00 852.08 119.00 852.08 852.08 1430.00 579.30

120.00 858.79 120.00 858.79 858.79 1440.00 582.40121.00 865.50 121.00 865.50 865.50 1450.00 585.50122.00 872.21 122.00 872.21 872.21 1460.00 588.60123.00 878.92 123.00 878.92 878.92 1470.00 591.70124.00 885.63 124.00 885.63 885.63 1480.00 594.80125.00 892.34 125.00 892.34 892.34 1490.00 597.90126.00 899.05 126.00 899.05 899.05 1500.00 601.00127.00 905.76 127.00 905.76 905.76 1510.00 604.10128.00 912.47 128.00 912.47 912.47 1520.00 607.20129.00 919.18 129.00 919.18 919.18 1530.00 610.30130.00 925.89 130.00 925.89 925.89 1540.00 613.40131.00 932.60 131.00 932.60 932.60 1550.00 616.50132.00 939.31 132.00 939.31 939.31 1560.00 619.60133.00 946.02 133.00 946.02 946.02 1570.00 622.70134.00 952.73 134.00 952.73 952.73 1580.00 625.80

135.00 959.44 135.00 959.44 959.44 1590.00 628.90136.00 966.15 136.00 966.15 966.15 1600.00 632.00137.00 972.86 137.00 972.86 972.86 1610.00 635.10138.00 979.57 138.00 979.57 979.57 1620.00 638.20139.00 986.28 139.00 986.28 986.28 1630.00 641.30140.00 992.99 140.00 992.99 992.99 1640.00 644.40141.00 999.70 141.00 999.70 999.70 1650.00 647.50


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142.00 1006.41 142.00 1006.41 1006.41 1660.00 650.60143.00 1013.12 143.00 1013.12 1013.12 1670.00 653.70144.00 1019.83 144.00 1019.83 1019.83 1680.00 656.80145.00 1026.54 145.00 1026.54 1026.54 1690.00 659.90146.00 1033.25 146.00 1033.25 1033.25 1700.00 663.00147.00 1039.96 147.00 1039.96 1039.96 1710.00 666.10148.00 1046.67 148.00 1046.67 1046.67 1720.00 669.20149.00 1053.38 149.00 1053.38 1053.38 1730.00 672.30150.00 1060.09 150.00 1060.09 1060.09 1740.00 675.40151.00 1066.80 151.00 1066.80 1066.80 1750.00 678.50152.00 1073.51 152.00 1073.51 1073.51 1760.00 681.10153.00 1080.22 153.00 1080.22 1080.22 1770.00 683.70154.00 1086.93 154.00 1086.93 1086.93 1780.00 686.30155.00 1093.64 155.00 1093.64 1093.64 1790.00 688.90156.00 1100.35 156.00 1100.35 1100.35 1800.00 691.50157.00 1107.06 157.00 1107.06 1107.06 1810.00 694.10158.00 1113.77 158.00 1113.77 1113.77 1820.00 696.70159.00 1120.48 159.00 1120.48 1120.48 1830.00 699.30160.00 1127.19 160.00 1127.19 1127.19 1840.00 701.90


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Initial Cost Stacking Net Rate

560.00 8.70 551.30530.00 8.70 521.30845.00 8.70 836.30845.00 8.70 836.30500.00 8.70 491.30

500.00 8.70 491.30500.00 8.70 491.30360.00 8.70 351.30325.00 8.70 316.30430.00 8.70 421.30260.00 8.70 251.30

22.00 0.00 22.003100.00 0.00 3100.00

115.00 0.00 115.0056.00 5.50 50.5020.50 0.00 20.5060.00 5.50 54.50

175.00 5.50 169.5038.00 0.00 38.00

225.00 8.70 216.3017.00 0.00 17.00

5184.00 0 5184.0041500.00 0.00 41500.00

101.00 8.70 92.30130.00 0.00 130.00

24.00 0.00 24.00

Gravel Loading Unloading Stacking seignorage20.12 Sand 10.00 8.50 5.50 36.00 14.0020.12 Metal 12.80 8.70 8.70 45.00 17.4028.15 Bricks 25.00 20.00 10.00 35.00 30.0037.55 Stone Dust 12.80 8.70 8.70 45.00 17.4045.59 Gravel 10.00 8.50 5.50 33.00 14.0053.64 Fly Ash 14.90 9.60 6.10 0.00 15.7061.69


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69.74

77.79 DESCRIPTION OF ITEM UNIT RATE85.84

93.89 CC CUM 505.88101.94 RCC CUM 894.96109.99 BM CUM 679.56118.04 RR Masonry CUM 756.92126.09 RR Masonry for well steening CUM 1027.68134.14 Dry stone masonry for retaining walls CUM 373.24142.19 Dry stone masonry for well steening CUM 450.70150.24 Rough stone dry packing for revetment CUM 340.16158.29 Rough stone dry packing for approns CUM 298.10166.34 Gravel packing for revetment CUM 160.60174.39 Plastering in CM 12mm thick 10 Sqm 446.34182.44 Plastering in CM 20mm thick 10 Sqm 965.68190.49 Pointing with Cm (1:3) to full depth of slab 10 Sqm 543.04198.54 Pointing with Cm (1:3) to RR Masonry 10 Sqm 543.04206.59 White washing with best shell lime two coats 10 Sqm 77.66214.64 Best teak wood wrought put up to 2.0Mts CUM 4707.98222.69 Flooring with Cuddapah slabs 10 Sqm 1100.68230.74 Roofing with flat and pan ti les including teak 10 Sqm 1343.00238.79 Mangolore tile roofing over flat tiles 10 Sqm 1343.00246.84 Snowcem paint two coats 10 Sqm 315.70254.89 Distempering two coats 10 Sqm 252.00261.60 Sponge plastering two coats 12mm 10 Sqm 751.60268.31 AC Sheet roofing 10 Sqm 1086.08275.02281.73288.44 Piles D/U 0 Value295.15 200 3.38 170.00 573.75301.86 250 4.13 170.00 701.25308.57 300 4.88 170.00 828.75315.28 350 6.38 170.00 1083.75321.99328.70335.41342.12348.83

355.54362.25368.96375.67382.38389.09395.80


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402.51409.22415.93422.64429.35436.06442.77449.48456.19462.90469.61476.32483.03489.74496.45503.16509.87516.58523.29530.00536.71543.42550.13

556.84563.55570.26576.97583.68590.39597.10603.81610.52617.23623.94630.65637.36644.07650.78

657.49664.20670.91677.62684.33691.04697.75


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704.46711.17717.88724.59731.30738.01744.72751.43758.14764.85771.56778.27784.98791.69798.40805.11811.82818.53825.24831.95838.66845.37852.08

858.79865.50872.21878.92885.63892.34899.05905.76912.47919.18925.89932.60939.31946.02952.73

959.44966.15972.86979.57986.28992.99999.70


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1006.411013.121019.831026.541033.251039.961046.671053.381060.091066.801073.511080.221086.931093.641100.351107.061113.771120.481127.19


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ID-34567 Davolio Nancy 5467ID-16782 Fuller Andrew 3457 ID-16782ID-4537 Leverling Janet 3355ID-1873 Peacock Margaret 5176ID-3456 Buchanan Steven 3453ID-5678 Suyama Michael 428

3355Janet

ID-4537 Leverling3355Janet


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Design

VILLAGE Metal Bricks Gravel Fly Ash

1 2 3 4 5 6 7

ATMAKURU 10.20 30.50 11.60 10.20 10.50 30.50

BETHAUDI 13.20 34.30 15.20 13.20 11.70 34.30

CHINAKAKANI 13.20 32.50 14.50 13.20 12.20 32.50

CHINAVADLAPUDI 12.70 35.50 14.00 12.70 17.30 35.50

KAZA 16.00 29.50 18.40 16.00 15.80 29.50

KRISHNAYAPALEM 8.50 30.20 15.50 8.50 6.50 30.20

KURAGALLU 17.80 37.60 19.60 17.80 16.20 37.60

NEERUKONDA 20.70 40.60 22.60 20.70 19.00 40.60

NOWLURU 13.40 34.70 15.40 13.40 9.20 34.70

NIDAMARRU 15.80 35.60 17.60 15.80 14.20 35.60

NUTAKKI 5.50 37.60 8.40 5.50 20.80 37.60

PEDAVADLAPUDI 10.20 33.90 15.50 10.20 14.20 33.90

RAMACHANDRAPURAM 2.50 35.60 12.10 2.50 12.60 35.60

YERRAPALEM 9.50 33.10 11.50 9.50 10.50 33.10

Sand for Mortar

Sand for Filling


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Design

VILLAGE

8 1

10.50 ATMAKURU

11.70 BETHAUDI

12.20 CHINAKAKANI

17.30 CHINAVADLAPUDI

15.80 KAZA

6.50 KRISHNAYAPALEM

16.20 KURAGALLU

19.00 NEERUKONDA

9.20 NOWLURU

14.20 NIDAMARRU

20.80 NUTAKKI

14.20 PEDAVADLAPUDI

12.60 RAMACHANDRAPURAM

10.50 YERRAPALEM

Quarry Rubbish


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LEAD STATEMENT

Name of the Work : Metalling the road from Khaja to Pedavadlapudi in Mangalagiri(M)Estt.Rs. 203

Discription of Item Name of Quarry Lead in KM Initial Charges

1 2 3 4 5 6 7 8 9 10

1 9.5 to 4.75mm Ippatam 17.30 62.75 22.41 158.29 540.00 20.00 0.00

2 Gravel Ippatam 14.20 62.75 22.41 134.14 65.00 20.00 0.00

3 63-45mm HBG Ibrahimpatnam 33.90 71.91 35.96 281.73 590.00 45.00 0.00

4 40mm HBG Ibrahimpatnam 33.90 71.91 35.96 281.73 740.00 45.00 0.00



7 Sand for Mortar Krishna River 10.20 62.75 22.41 101.94 120.00 36.00 0.00

8 Sand for Filling Krishna River 10.20 62.75 22.41 101.94 100.00 36.00 0.00

9 Stone Dust Ibrahimpatnam 33.90 71.91 35.96 281.73 250.00 45.00 0.00

10 Cement Ibrahimpatnam 4.00 0.00 0.00 0.00 3600.00 0.00 0.00

Certificates :1. Certified that the leads mentioned above are nearest and correct to the best of my knowledge.2. Certified that the metal is obtained by blasting.3. Certified that the seigniorage charges and TOT charges are actually payable.

ASST.EXECUTIVE MANDAL PARISHAD,M

Sl.No

LoadingCharges

AddUnloading

Chrges

AddConveyance

Charges

DeductSeigniorage

Charges

DeducStackinCharge

DY.EXECUTIVE. ENGINEERPRSD,MANGALAGIRI


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Discription of Item Name of Quarry Lead in KM Initial Charges

1 2 3 4 5 6 7 8 9 10

Sl.No

LoadingCharges

AddUnloading

Chrges

AddConveyance

Charges

DeductSeigniorage

Charges

DeduStackiCharg


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39.00Total

11

763.45

264.30

934.60

1084.60

1514.60

1319.60

271.10

251.10

594.60

3600.00

GINEERGALAGIRI


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Total

11


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24

D A T A SMetalling the road from Khaja to Pedavadlapudi in Mangalagiri(M)

Estt.Rs. 2033039.00

S.No. Description Unit Quantity Rate Rs. Per

1 2 3 4 5 6 7JUNGLE CLEARANCE

1 RW01-Engaging USL for light bush clearance(Net Area)- (RSSR)

Rate as per Rural SSR Sqm 1.00 2.50 1 Sqm 2.502.50

2

Rate as per Rural SSR Cum 1.00 43.75 1 cum 43.75

Labour charges for bracking clods and sectioning as per Rural SSR Cum 1.00 15.00 1 cum 15.00

TOTAL 58.753


TOTAL 12.15

4 Chap-3-3

Unit = cumTaking output = 100 cum

Mate day -Mazdoor (Unskilled) day 0.52 170.00 1 cum 88.40

b) MachineryDozer D-50 for spreading @ 200 cum per hour hour 0.50 2,760.00 1 Hour 0.00Motor grader for grading @ 200 cum per hour hour 0.50 2,600.00 1 Hour 1300.00

Water tanker 6 kl capacity hour 2.00 387.83 1 Hour 775.66Three wheel 80-100 kN Static Roller hour 1.25 686.84 1 Hour 858.55c) MaterialWater kl 12.00 50.00 1 Kl 600.00Add MAA @ 17.68

Cost for 100 cum = a+b+c+d+e (3 Wheel Roller) = 3640.29Rate per cum = (a+b+c+d+e)/100 = 36.40

5

Rate of Garevl as per CSSR Cum 0.66 264.30 1 cum 174.44

Rate of Sand as per CSSR Cum 0.34 251.10 1 cum 85.37

TOTAL 259.816


TOTAL 12.157 Chap-4-1(iii)

Unit = cum

Taking output = 300 cumb) MachineryMotor Grader 110 HP @ 50 cum per hour hour 6.00 2,600.00 1 Hour 15600.00Three wheel 80-100 kN static roller @ 10 cum per hour hour 30.00 686.84 1 Hour 20605.20

Tractor with Rotavator 25 cum per hour hour 12.00 345.00 1 Hour 4140.00

AmountRs.

RW07-Engaging Unskilled Labour for earth work excavation in ordinary soils AT SITE with initial lead & initial lift and breaking clods and sectioning for formation of

embankment - (RSSR)

RW14-Engaging USL for spreading of stable carted earth and sectioning to requiredcamber(RSSR)

RW15-Compaction of newly formed embankment in layers upto OMC to meetrequirement of tables 300.1 and 300.2 as per technical specification (clause 301.5)including conveyance of water using 8 to 10T Power Road Roller and skilled labour charges . (CSSR)

a) Labour

RW16-Supply and collection of well graded granular material (i.e. 66% of gravelhaving stone aggregate of 9.5 mm to 4.75 mm size, and 34% of sand of size lessthan 2.6mm) with CBR not


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25

Water tanker 6 kl capacity hour 3.00 387.83 1 Hour 1163.49c) MaterialWater kl 18.00 50.00 1 Kl 900.00Cost for 300cum = a+b+c+d+e (3 Wheel Roller) = 42408.69Rate per cum = (a+b+c+d+e)/300 = 141.36

8

Rate of Grading II as per CSSR Cum 1.00 934.60 1 cum 934.60

TOTAL 934.609


TOTAL 80.0010

Rate as per SSR Cum 1.00 134.14 1 cum 134.14

Add loading and unloading charges (62.75+22.41) Cum 1.00 85.16 1 cum 85.16

TOTAL 219.3011

Unit = cumTaking output = 360 cum

MateMazdoor (Skilled) day 12.08 224.00 1 No 2705.92Mazdoor (Unskilled) day 250.00 170.00 1 No 42500.00

b) MachineryMotor Grader 110 HP @ 50 cum per hour hour 6.00 0.00 1 Hour 0.00Three wheel 80-100 kN static roller @ 10 cum per hour for Rural Area works hour 36.00 686.84 1 Hour 24726.24

Water tanker 6 kl capacity hour 24.00 387.83 1 Hour 9307.92Water kl 144.00 50.00 1 Kl 7200.00Add MAA @ 9041.18

Cost for 360 cum = a+b+c+d+e (3 Wheel Roller) = 95481.26Rate per cum = (a+b+c+d+e)/360 = 265.23

12


Add MAA @ 2.43

TOTAL 14.5813

Rate as per CSSR Km 10.00 686.84 3.50Km 1962.4014 Chap-10-6-i

Unit = sqmTaking output = 40 sqm

Mate dayPainter (1st Class) day 3.00 224.00 1 day 672.00Painter Assistant day

Mazdoor (Unskilled) day 2.20 170.00 1 day 374.00b) MaterialCement Primer as per specifications litre 3.00 125.00 1 litre 375.00Paint conforming to requirement of Clause 1701.3.8 litre 6.00 180.00 1 litre 1080.00

RW21-Supply and collection of mixer of stone aggregates having 50% of 60-63mmHBG metal , 46% of 40-45mm HBG metal and 4% of 19-22mm HBG metal includingcost ,conveyance, loading, unloading and stacking to departmental gauge for premeasurements for WBM Grade-II surfaceas per MORD standards( 100mm Loosethick)(CSSR)

RW22-Engaging USL for Excavation of good gravel having plasticity index


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26

Add MAA @ 209.20Cost for 40 sqm = a+b+c+d 2710.20Rate per sqm = (a+b+c+d)/40 67.76

15 Chap-10-6-i

English and RomanHyphens, commas and the like not to be measured and paid for.

Detail for 100 letters of 160 mm height, i.e. 1600 cmUnit = per cm height per letter

Mate day -

Painter 1st Class day 1.25 224.00 1 day 280.00Painter AssistantMazdoor (Unskilled) day 0.57 170.00 1 day 96.90b) MaterialPaint litre 0.50 180.00 1 litre 90.00Add MAA @ 75.38

Cost for 1600 cm = a+b+c+d 542.28Rate per cm height per letter = (a+b+c+d)/1600 0.34

16 RW34-Supply and fixing of KM stones including painting and required lettering

Unit = eachTaking output = 14 Nos.Cost of Kilometer Stone No 14 300 1 No 4200.00a) Excavation in soil for foundation cum 2.77 70.50 1 Cum 195.29b) Painting two coats on concrete surface sqm 11.41 67.76 1 Sqm 773.14c) lettering on km post (average 12 letters of 10 cm height each) 1680.00 0.34 571.20

Mate dayMason (1st Class) day 1.00 224.00 1 day 224.00Mazdoor (Unskilled) day 7.32 170.00 1 day 1244.40Add MAA @ 293.68

e) Cost for 14 Nos. ordinary km stone = (a+b+c+d+e+f+g+h+i) 7501.71Rate for each ordinary km stone = j/ 14 535.84

17 RW35-Supply and fixing of HM stones including painting and required lettering

Unit = eachTaking output = 33 Nos.

Cost of Hectameter Stone No 33 160 1 No 5280.00a) Excavation in soil for foundation cum 1.39 70.50 1 Cum 98.00b) Painting two coats on concrete surface sqm 6.27 67.76 1 Sqm 424.86c) lettering on km post (average 12 letters of 10 cm height each) 330.00 0.34 112.20

Mate dayMason (1st Class) day 1.50 224.00 1 day 336.00

Mazdoor (Unskilled) day 7.34 170.00 1 day 1247.80Add MAA @ 316.76e) Cost for 33 Nos. 200 m stone = (a+b+c+d+e+f+g+h+i) 7815.62Rate for each 200 m stone = j / 33 236.84

18 Painting on Steel Surfaces

Printing new letter and figures of any shade with synthetic enamel paint black or anyother approved colour to give an even shade as per drawings and TechnicalSpecification Clause 1701 MORD / 801 MORTH

a) Labour

Chap-10-13-ii

per cm

highper

letter

1 per cmhigh per

letter

d) Labour

Chap-10-13-iii

per cm

highper

letter

1 per cmhigh per

letter

d) Labour


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27

Chap-10-7-i

Unit = sqmTaking output = 10 sqm

Mate day 0.25 224.00 1 day 56.00Painter (1st Class) day 0.60 224.00 1 day 134.40Mazdoor (Unskilled) day 0.40 170.00 1 day 68.00b) MaterialRed-oxide Primer as per specifications litre 0.60 100.00 1 litre 60.00Paint ready mixed approved brand litre 1.25 180.00 1 litre 225.00Add MAA 51.68Cost for 10 sqm = a+b+c+d 595.08Rate per sqm = (a+b+c+d)/10 59.51

19

40mm x 40mm x 5mm size angle sections (weight per Rm 3.0Kgs) RM 9.00 3 1 RM 27.00

4' x2'6"x4mm thick MS sheet (weight per Sqmt. Sqm 0.93 31.4 1 Sqm 29.20COST OF STEEL MATERIAL40mm x 40mm x 5mm size angle sections (weight per Rm 3.0Kgs) Kg 27.00 30 1 Kg 810.00

4' x2'6"x4mm thick MS sheet (weight per Sqmt. Kg 29.20 30 1 Kg 876.00

Fabrication charges of steel Kg 56.20 12.00 1 Kg 674.40Labour charges for fixing the board Kg 56.20 3.00 1 Kg 168.60

Cum 0.09 70.50 1 Cum 6.35

Cum 0.09 2,252.58 1 Cum 202.73

Sqm 1.86 59.51 1 Sqm 110.69

Add MAA 168.60Cost of Name of baord 3017.37

1 Build-13

Unit = 1cumA. MATERIALS:Cement kg 162.00 3.60 1 Kg 583.20Coarse aggregate 40 mm cum 0.90 1084.60 1 Cum 976.14Fine aggregate (Sand) cum 0.45 271.10 1 Cum 122.00Seigniorage charges for C.A cum 0.90 0.00 1 Cum 0.00Seigniorage charges for F.A cum 0.45 0.00 1 Cum 0.00Water (including for curing) kl 1.20 50.00 1 Kl 60.00B. LABOUR: 200.8

day 0.10 224.00 1 Day 22.40

Mazdoor (unskilled) day 1.39 170.00 1 Day 236.30

Add MAA@ = 51.74Grand Total = 2252.58

Providing and applying two coats of ready mix Enamel paint including primer coat of approved brand on steel surface after through cleaning of surface to give an evenshade as per drawing and Technical Specification Clause 1701MORD

a) Labour

RW36-Supply and fixing of MS name board of size 2.6x4 including painting andrequired lettering

a) Labour

b) Earthwork excavation for fixing the name boardc) CC (1:4:8) mix for fixing of the Name boardd) Painting on Steel Surfaces

Laying of CC (1:4:8) using 40mm HBG metal including cost andconveyance of all materials and labour charges and curing etc.,complete

Mason 1 st class


ASST. EXECUTIVE ENGINEERMANDAL PARISHAD, MANGALAGIRI


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28

D A T A S - CD WORKSName of the Work :

Estt.Rs. 0

S.No. Description Unit Quantity Rate Rs. Per Amount Rs.

1 2 3 4 5 6 7

Excavation for Structures1


Add MAA @ #N/A

TOTAL #N/A

2


Add MAA @ #N/A

TOTAL #N/A

3


Add MAA @ #N/A

TOTAL #N/A

4

Unit = cum

MateMazdoor (Unskilled) day 0.31 170.00 1 day 52.70

b) MaterialSand cum 1.00 251.10 1 Cum 251.10c) Add MAA #N/ARate per cum = a+b+c+d #N/A

5 Build-13

Unit = 1cumA. MATERIALS:Cement kg 162.00 3.60 1 Kg 583.20

Coarse aggregate 40 mm cum 0.90 1084.60 1 Cum 976.14Fine aggregate (Sand) cum 0.45 271.10 1 Cum 122.00Seigniorage charges for C.A cum 0.90 0.00 1 Cum 0.00Seigniorage charges for F.A cum 0.45 0.00 1 Cum 0.00Water (including for curing) kl 1.20 50.00 1 Kl 60.00B. LABOUR: 200.8

day 0.10 224.00 1 Day 22.40

Mazdoor (unskilled) day 1.39 170.00 1 Day 236.30Add MAA@ = #N/AForm Work @4%Grand Total = #N/A

2033039.00

Earth work excavation and depositing on bank with an initial leadand lift in ordnary soils as per 20B and APDSS

Earth work excavation and depositing on bank with an initial leadand lift in Hard soils as per 20B and APDSS

Earth work excavation and depositing on bank with an initial leadand lift in soils mixture of Gravel and SDR soils as per 20B andAPDSS

Filling in foundation with sand including cost and conveyance andlabour charges

Chap-11-2(i)

a) Labour

Laying of CC (1:4:8) using 40mm HBG metal including costand conveyance of all materials and labour charges andcuring etc., complete

Mason 1 st class


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29

6

Nominal mix 1:3:6Unit = cum

(a) Material

Cement t 0.22 3600.00 1 Tonne 792.00Coarse sand cum 0.45 271.10 1 Cum 122.0040 mm aggregate cum 0.54 1,084.60 1 Cum 585.6820mm aggregate cum 0.36 1,514.60 1 Cum 545.26Water kl 1.20 50.00 1 Kl 60.00(b) Labour Mate day -Mason (1st Class) day 0.10 224.00 1 No 22.40Mazdoor (Unskilled) day 1.39 170.00 1 No 236.30(c) Machinery

hour 0.40 200.80 1 Hour 80.32

Water tanker 6 kl capacity hour 0.13 387.83 1 Hour 50.4210.00% 249.44

e&f) Add MAA = #N/ARate per cum = a+b+c+d+e+f = #N/A

7

Unit = cum(a) MaterialCement t 0.44 3600.00 1 Tonne 1584.00Coarse sand cum 0.45 271.10 1 Cum 122.0020 mm aggregate cum 0.54 1514.60 1 Cum 817.8812 mm aggregate cum 0.36 1319.60 1 Cum 475.06(b) Labour Mate day -Mason (1st Class) day 0.10 224.00 1 No 22.40Mazdoor (Unskilled) day 1.39 170.00 1 No 236.30(c) MachineryConcrete mixer 0.4/0.28 cum capacity hr / cum 0.40 200.80 1 Hour 80.32(d) Formwork @ 20% on (a+b+c) 20.00% 667.59e&f) Add MAA #N/ARate per cum = a+b+c+d+e+f #N/A

8 Chap-9-5

Unit = mTaking output = 7.5 m(3 pipes of 2.5 m length each)Upto 500 mm dia

Mate dayMason (1st Class) day 0.30 224.00 1 No 67.20Mazdoor (Unskilled) day 2.51 170.00 1 No 426.70b) Material

Sand at site cum 0.04 251.10 1 Cum 10.04Cement at site t 0.036 3600.00 1 Cum 129.60c&d) add MAA = #N/ACost for 15.0 m = a+b+c+d = #N/ARate per m = (a+b+c+d)/15 = #N/A

Laying of CC (1:3:6) using 60% of 40mm HBG metal and 40% of 20mm HBG metal including cost and conveyance of all materials,labour charges , centering charges and curing etc., complete

Chap-11-2(i)

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

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

Laying of VRCC (1:1.5:3) using 60% of 20mm HBG and 40% of 12mm HBG including cost and conveyance of all materials andlabour charges, centering,curing etc., complete

Chap-1-1(i)

Laying and fixing of RCC NP3 pipes of 0.45Mts diaincluding labour charges etc., complete

a) Labour


30/44

30

9

Mate dayMason (1st Class) 80% of 750mm dia Pippes day 0.15 224.00 1 No 33.60Mazdoor (Unskilled) 80% of 750mm dia Pipes day 1.25 170.00 1 No 212.50b) MaterialSand at site cum 0.024 251.10 1 Cum 6.03Cement at site t 0.018 3600.00 1 Cum 64.80c&d) add MAA = #N/ACost for 7.5 m = a+b+c+d = #N/ARate per m = (a+b+c+d)/7.5 = #N/A

10

Mate dayMason (1st Class) day 0.25 224.00 1 No 56.00Mazdoor (Unskilled) day 2.09 170.00 1 No 355.30

b) MaterialSand at site cum 0.04 251.10 1 Cum 10.04Cement at site t 0.03 3600.00 1 Cum 108.00c&d) add MAA = #N/ACost for 7.5 m = a+b+c+d = #N/ARate per m = (a+b+c+d)/7.5 = #N/A

11

Cost of Pipes as per SSR RM 7.50 1,136.00 1 RM 8520.00Add CED at 12% RM 7.50 136.32 1 RM 1022.40

Conveyance Charges RM 7.50 63.80 1 RM 478.50Cost of Collars No 2.00 214.00 1 No 428.00Add CED at 12% No 2.00 25.68 1 No 51.36Cost for 7.50 RM = a+b+c+d = 10500.26Rate per m = (a+b+c+d)/15 = 1400.03

12

Cost of Pipes as per SSR RM 7.50 1,845.00 1 RM 13837.50Add CED at 12% RM 7.50 221.40 1 RM 1660.50Conveyance Charges RM 7.50 63.80 1 RM 478.50

Cost of Collars No 2.00 334.00 1 No 668.00Add CED at 12% No 2.00 40.08 1 No 80.16Cost for 7.50 RM = a+b+c+d = 16724.66Rate per m = (a+b+c+d)/15 = 2229.95

13

Cost of Pipes as per SSR RM 7.50 3,755.00 1 RM 28162.50Add CED at 12% RM 7.50 450.60 1 RM 3379.50Conveyance Charges RM 7.50 63.80 1 RM 478.50Cost of Collars No 2.00 663.00 1 No 1326.00

Add CED at 12% No 2.00 79.56 1 No 159.12Cost for 7.50 RM = a+b+c+d = 33505.62Rate per m = (a+b+c+d)/15 = 4467.42


Chap-9-3-C

a) Labour


Chap-9-3-B

a) Labour

Supply and delivery of RCC NP3 pipes 0.45Mts diaincluding necessary collars and conveyance charges etc.,complete




31/44

31

14

Unit = tonne(a) MaterialHYSD bars including 5 per cent for overlaps and wastage t 1.05 31000.00 1 Tonne 32550.00Binding wire kg 8.00 50.00 1 Kg 400.00

Blacksmith / Bar bender day 3.00 224.00 1 No 672.00Mazdoor (Unskilled) day 8.44 170.00 1 No 1434.80Sundries on Material(c) Add MAA = #N/ARate per t = a+b+c+d = #N/A

MORTARS15 Cement Mortar (1 : 3)

Build-4Unit : 1cumA. MATERIALS:Cement kg. 480.00 4.30 1 Kg 2064.00Sand (including 5% wastage) cum 1.05 271.10 1 Cum 284.66

Seigniorage charges for sand cum 1.05 0.00 1 Cum 0.00B. MACHINERY- Nil -C. LABOUR:Man mazdoor for mixing mortar day 0.20 170.00 1 No 34.00(d) Add MAA #N/AGrand Total 2382.66

PLASTERING16

Build-53

Unit = 10 sqmA. MATERIALS:Cement Mortar (1:3) cum 0.15 2382.66 1 Cum 357.40Seigniorage charges for F.A cum 0.15 0.00 1 Cum 0.00B. LABOUR:

day 0.60 224.00 1 No 134.40

Mazdoor (unskilled) day 0.96 170.00 1 No 163.20Add MAA = #N/AGrand Total = #N/A

17Build-134

Unit: 10 sqmA. MATERIALS :Whiting / White Cement cum / kg 2.00 350.00 25 Kgs 28.00

L.S

B. LABOURBrick Layers / Painter day 0.210 224.00 1 No 47.04Mazdoor (unskilled) day 0.320 170.00 1 No 54.40Sundries including brushes, ladders, etc., 1.00% 1.01Add MAA = #N/ATotal cost for 10 sqm #N/A

18

Rate as per Building SSR 1.00M to 2.00 M. Cum 1.00 130.00 1 Cum 130.00

Providing High Yield Strength Deformed steel bars (Fe 415garde as per IS 786 - 1970) for RCC works including costand conveyance of steel to site including fabricationcharges

Chap-13-2-i

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

Plastering with 12 mm thick in Cm (1:3) including cost andconveyance of all materials, labour charges and curingcharges etc., complete

Mason 1 st class

Painting in white cement in two coats including cost andconveyance of all materials and curing etc., complete

Gum, conjee water, or prickly pear juice including necessary firewood

Bailing out water for CD works in execution of earth workexcavation for foundations below low water level


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ASST. EXECUTIVE ENGINEERMANDAL PARISHAD, THULLURU


33/44

33

DETAILED CUM ABSTRACT ESTIMATEName of the Work : Metalling the road from Khaja to Pedavadlapudi in Mangalagiri(M)

Estt.Rs. 2033039.00Description of item No Measurements Quantity Unit Rate (Rs.) Per Amount

L B D

1 2 3 4 5 6 7 8 9 10 11

1 RW01-Engaging USL for light bush clearance(Net Area)- (RSSR)1 x 1 1000.00 1.00 1000.00 Sqm 2.50 1Sqm 2500

2

at 3.10Km 1 x 2 200.00 1.00 0.30 120.00 Cum 58.75 1 Cum 70503

at 3.10Km 1 x 2 200.00 1.00 0.30 120.00 Cum 36.40 1 Cum 43684

From 2.00Km to 3.00 Km 1 x 1 1000.00 4.00 0.128 512.00 CumFrom 3.00Km to 3.50 Km 1 x 1 500.00 4.00 0.128 256.00 CumFrom 3.50Km to 4.00 Km 1 x 1 500.00 4.00 0.192 384.00 CumFrom 4.00Km to 4.65 Km 1 x 1 650.00 4.00 0.192 499.20 Cum

1651.20 Cum 259.81 1 Cum 1296975


508.80 Cum 259.81 1 Cum 1321916

From 2.00Km to 3.00 Km 1 x 1 1000.00 4.00 0.128 512.00 Cum

From 3.00Km to 3.50 Km 1 x 1 500.00 4.00 0.128 256.00 CumFrom 3.50Km to 4.00 Km 1 x 1 500.00 4.00 0.192 384.00 CumFrom 4.00Km to 4.65 Km 1 x 1 650.00 4.00 0.192 499.20 Cum

1651.20 Cum 12.15 1 Cum 200627


508.80 Cum 12.15 1 Cum 6182

Sl.

RW07 - Engaging Unskilled Labour for earth work excavation inordinary soils AT SITE with initial lead & initial lift and breakingclods and sectioning for formation of embankment - (RSSR)

RW15 - Compaction of newly formed embankment in layers uptoOMC to meet requirement of tables 300.1 and 300.2 as per technical specification (clause 301.5) including conveyance of water using 8 to 10T Power Road Roller and skilled labour charges .

RW16 - Supply and collection of well graded granular material (i.e.66% of gravel having stone aggregate of 9.5 mm to 4.75 mm size,and 34% of sand of size less than 2.6mm) with CBR not


34/44

34

1 2 3 4 5 6 7 8 9 10 11

8

From 2.00Km to 3.00 Km 1 x 1 1000.00 4.00 0.100 400.00 CumFrom 3.00Km to 3.50 Km 1 x 1 500.00 4.00 0.100 200.00 CumFrom 3.50Km to 4.00 Km 1 x 1 500.00 4.00 0.150 300.00 CumFrom 4.00Km to 4.65 Km 1 x 1 650.00 4.00 0.150 390.00 CumFrom 2.00Km to 3.00 Km 1 x 1 1000.00 1.00 0.150 150.00 CumFrom 3.00Km to 3.50 Km 1 x 1 500.00 1.00 0.150 75.00 CumFrom 3.50Km to 4.00 Km 1 x 1 500.00 1.00 0.150 75.00 CumFrom 4.00Km to 4.65 Km 1 x 1 650.00 1.00 0.150 97.50 Cum

1687.50 Cum 141.36 1 Cum 2385459


904.32 Cum 934.60 1 Cum 84517710


745.32 Cum 265.23 1 Cum 19768111

From 2.00Km to 3.00 Km 1 x 1 1000.00 3.75 0.050 187.50 CumFrom 3.00Km to 3.50 Km 1 x 1 500.00 3.75 0.050 93.75 CumFrom 3.50Km to 4.00 Km 1 x 1 500.00 3.75 0.050 93.75 Cum

From 4.00Km to 4.65 Km 1 x 1 650.00 3.75 0.050 121.88 Cum496.88 Cum 12.15 1 Cum 6037

12


377.63 Cum 75.56 1 Cum 2853413

1 x 2 --- --- --- 2.00 No 1962.40 1 No 392514

RW20 - Compaction of collected well graded granular soil to OMCusing 8-10T Power Road Roller to achieve CBR value not


35/44

35

1 2 3 4 5 6 7 8 9 10 11

1 x 5 --- --- --- 5.00 No 236.84 1 No 118415

1 x 1 --- --- --- 1.00 No 3017.37 1 No 3017

16


248.45 Cum 264.30 1 No 6566517


496.88 Cum 264.30 1 No 131325

1823140

RW36 - Supply and fixing of MS name board of size 2.6x4including painting and required lettering

RW37 - Cost and Conveyance of Good gravel having plasticity index


36/44

36

SUB - ESTIMATE

Name of the Work :

Estt.Rs. 27.00 LakhsName of the Sub-Work : Construction of Pipe Culvert at KM 1/2

Estt.Rs. #N/ADescription of item No Measurements Quantity Unit Per Amount

L B D

1 2 3 4 5 6 7 8 9 10 111

Under Pipes 1 x 1 7.50 1.20 1.30 11.70 CumFor Body walls 1 x 2 5.00 1.50 1.30 19.50 Cum

31.20 Cum #N/A 1 Cum #N/A

2

1 x 1 7.50 1.20 0.00 0.00 Cum #N/A 1 Cum #N/A3

1 x 1 7.50 1.20 0.00 0.00 Cum #N/A 1 Cum #N/A4



5



6

1 x 1 0.00 --- --- 0.00 RM #N/A 1 RM #N/A7

1 x 1 7.50 --- --- 7.50 RM 1400.03 1 RM 105008

9

1 x 1 0.00 --- --- 0.00 RM 1400.03 1 RM 010

1 x 1 7.50 --- --- 7.50 RM 2229.95 1 RM 16725

11

1 x 1 0.00 --- --- 0.00 RM 4467.42 1 RM 0

Sl. Rate(Rs.)

Engaging Unskilled labour for earthwork excavation in ordinarysoils with an initial lead and lift for foundations

Engaging Unskilled labour for earthwork excavation in hard soilswith an initial lead and lift for foundations

Engaging Unskilled labour for earthwork excavation in soils withmixture of gravel and SDR (stone earth) with an initial lead and liftfor foundations

Laying of CC (1:4:8) using 40mm HBG metal including cost andconveyance of all materials and labour charges and curing etc.,complete

Filling in foundation with sand including cost and conveyance andlabour charges

Supply and delivery of RCC NP2 pipes 0.45Mts dia includingnecessary collars and conveyance charges etc., complete

Supply and delivery of RCC NP2 pipes 0.60Mts dia including

necessary collars and conveyance charges etc., complete






37/44

37

1 2 3 4 5 6 7 8 9 10 1112

1 x 1 0.00 --- --- 0.00 RM #N/A 1 RM #N/A13

1 x 1 0.00 --- --- 0.00 RM #N/A 1 RM #N/A14

1 x 1 0.00 --- --- 0.00 RM #N/A 1 RM #N/A

15

1 x 1 0.00 --- --- 0.00 RM #N/A 1 RM #N/A16

1 x 1 7.50 --- --- 7.50 RM #N/A 1 RM #N/A

17

1 x 1 0.00 --- --- 0.00 RM #N/A 1 RM #N/A

18

1 x 2 5.00 (1.50+0.45)/2 1.35 13.16 CumDeduct for Pipes 1 x 2 0.785 0.60 x 0.60 1.25 -0.71 Cum

12.45 Cum #N/A 1 Cum #N/A19

For Body Walls 1 x 2 5.00 --- 1.55 15.11 Sqm1 x 2 0.785 0.60 x 0.60 --- -0.57 Sqm

14.54 Sqm #N/A 10 Sqm #N/A20

1 x 2 5.00 --- 1.55 15.11 Sqm1 x 2 0.785 0.60 x 0.60 --- -0.57 Sqm

14.54 Sqm #N/A 10 Sqm #N/A

#N/A

Laying and fixing of RCC NP2 pipes of 0.45Mts dia including labour charges etc., complete






Laying of CC (1:3:6) using 60% of 40mm HBG metal and 40% of 20mm HBG metal including cost and conveyance of all materials,labour charges , centering charges and curing etc., complete

Plastering with 12 mm thick in Cm (1:3) including cost andconveyance of all materials, labour charges and curing chargesetc., complete




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SUB - ESTIMATE

Name of the Work :

Estt.Rs. 27.00 LakhsName of the Sub-Work : Construction of Slab Culverts at KM 1/8 and KM 2/0

Clear Span : 1.20Mts Estt.Rs. #N/ADescription of item No Measurements Quantity Unit Per Amount

L B D1 2 3 4 5 6 7 8 9 10 111

1 x 1 7.80 3.55 2.30 63.69 Cum #N/A 1 Cum #N/A2

1 x 1 7.80 3.55 0.00 0.00 Cum #N/A 1 Cum #N/A3

1 x 1 7.80 3.55 0.00 0.00 Cum #N/A 1 Cum #N/A4

1 x 1 7.80 3.55 0.00 0.00 Cum 130.00 1 Cum 05

1 x 1 7.80 3.55 0.30 8.31 Cum #N/A 1 Cum #N/A6

1 x 1 7.80 3.55 0.00 0.00 Cum 130.00 1 Cum 07

1 x 1 7.80 3.55 0.30 8.31 Cum #N/A 1 Cum #N/A8

For Footing 1 x 2 7.65 1.20 0.50 9.18Abutments 1 x 2 7.50 (0.90+0.45)/2 1.50 15.19For Parapet Walls 1 x 2 2.10 0.23 0.45 0.43

24.80 Cum #N/A 1 Cum #N/A9

1 x 1 0.40 0.40 MT #N/A 1 MT #N/A10

1 x 1 7.50 2.10 0.24 3.78 Cum #N/A 1 Cum #N/A11

For Abutments 1 x 2 7.50 --- 1.50 22.50 SqmFor Parapets 1 x 2 2.10 --- 1.13 4.75 Sqm

For Parapets faces 1 x 4 0.23 --- 0.45 0.41 Sqm27.66 Sqm #N/A 1 Cum #N/A

Sl. Rate(Rs.)

Engaging Unskilled labour for earthwork excavation in ordinarysoils with an initial lead and lift for foundations

Engaging Unskilled labour for earthwork excavation in hard soilswith an initial lead and lift for foundations

Engaging Unskilled labour for earthwork excavation in soils withmixture of gravel and SDR (stone earth) with an initial lead and liftfor foundations

Bailing out of water for CD works in earthwork excavation for foundations below water level

Laying of CC (1:4:8) using 40mm HBG metal including cost andconveyance of all materials and labour charges and curing etc.,

Bailing out of water for CD works while laying of Cement concretefor foundations below water level

Filling in foundation with sand including cost and conveyance and

labour charges

Laying of VPCC (1:3:6) using 60% of 40mm HBG metal and 40%of 20mm HBG crushed metal including cost and conveyance of all materials, labour charges , centering charges and curing etc.,complete

Providing High Yield Strength Deformed steel bars (Fe 415garde as per IS 786 - 1970) for RCC works including cost andconveyance of steel to site including fabrication charges

Laying of VRCC (1:1.5:3) using 60% of 20mm HBG and 40% of 12mm HBG including cost and conveyance of all materials andlabour charges, centering,curing etc., complete

Plastering with 12 mm thick in Cm (1:3) including cost andconveyance of all materials, labour charges and curing chargesetc., complete


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1 2 3 4 5 6 7 8 9 10 1112

For Abutments 1 x 2 7.50 --- 1.50 22.50 SqmFor Parapets 1 x 2 2.10 --- 1.13 4.75 SqmFor Parapets faces 1 x 4 0.23 --- 0.45 0.41 Sqm

27.66 Sqm #N/A 1 Cum #N/A13

1 x 1 7.50 4.90 0.00 0.00 Cum #N/A 1 Cum #N/A14

1 x 1 7.50 4.90 0.00 0.00 Cum #N/A 1 Cum #N/A

#N/A


Rough Stone dry packing using 225mm stones of OTG varietyincluding cost and conveyance of materials and labour chargesfor bed pitching

Rough Stone dry packing using 225mm stones of HBG varietyincluding cost and conveyance of materials and labour chargesfor bed pitching



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ABSTRACT ESTIMATE

Metalling the road from Khaja to Pedavadlapudi in Mangalagiri(M)Estt.Rs. 2033039.00

Sl.NO Descrip tion Units Quantity Rate Amount1 2 3 4 5 61 Provision towards WBM road No 1 1823140 1823140

2 Provision towards Pipe Culverts No 0 0 0

3 Provision towards Slab Culverts No 0 0 0

4 Seigniorage charges on Quantity of metal Cum 904.32 50.00 45216

5 Seigniorage charges on Quantity of Sand Cum 734.40 40.00 29376

6 Seigniorage charges on Quantity of Gravel Cum 2170.93 22.00 47760

7 Seigniorage charges on Quantity of Stone Cum 0 50.00 0

8 Rs 1 (default) 4% 77820

9 Rs 1 (default) 0.50% 9727

10 Unforeseen items if any LS

2033039

VAT on all construction materials (mention total amount asper actuals in rate columns

Quality control charges @ 0.5% omn total estimated amountof all parts (mention total amount as per actuals in ratecolumns


ASST. EXECUTIVE ENGINEERMANDAL PARISHAD, MANGALAGIRI


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Seignarage Charges

Metalling the road from Khaja to Pedavadlapudi in Mangalagiri(M)

Sl No. Descripition of Item Qty. Gravel Metal

1 1651.20 1089.79

2 508.80 335.81

3 904.32 904.32

4 248.45 248.45 0.00

5 496.88 496.88

Total 2170.93 904.32

Seignarage charges @ 22.00 50.00Total Seignarage charges 47760.00 45216.00Total 1223

RW16 - Supply and collection of well graded granular material (i.e. 66% of gravel having stone aggregate of 9.5 mm to 4.75 mm size, and 34% of sand of size less than 2.6mm) with CBR not


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Sand

561.41

172.99

734.40

40.0029376.002.00

GINEERGALAGIRI


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KEY MAP

Name of the Work : Metalling the road from Khaja to Pedavadlapudi in Mangalagiri(M)Estt.Rs.19.95Lakhs

K h a

j a V i l l a g e

3 . 3

0 K M

P r o p o s e

d R o a d

u n

d e r

Z P N R E G S

P r o p o s e

d R o a

d 2 6 5 0 R M

M e t a

l R o a

d 1 4 0 0 R M

C C R o a

d

TENALI MANGALAGIRI

ASST.EXECUTIVE ENGMANDAL PARISHAD, MAN

PEDAVADLAPUDIVILLAGE

Kaza

VILLAGE


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Kaza to Pedavadlapudi Nregs

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