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SUPERSTRUCTURE

estimate of G+3 with basement as parking residential building

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G+3 estimate

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Page 1: estimate of G+3 with basement as parking residential building

Sl.No. Ref. Description of Items NO. LENGTH WIDTH M.F./FACE Quantity Unit Rate Amount(Rs.) Remarks

A. CIVIL PORTION

1 2.28.1 1 40.000 10.000 400.000 1124.60 4498.40

2 2.6.1 1559.0 cum 146.50 228393.50

Footings 0.00F1 16 2.750 2.750 1.500 181.500F2 6 2.650 3.450 1.500 82.283F3 7 3.350 3.350 1.500 117.836F4 2 3.550 3.550 1.500 37.808TOE WALL 1 32.000 0.600 0.700 13.440

432.866 QTY. For one block 389.579625 0.00Total Qty for 4 blocks 1558.319 say 1559 cum

0.003 2.7 45.000 cum 571.93 25736.85

3(b) 2.7.3 b) Hard rock (blasting prohibited)1

45.000

0.004 2.26 0.00

4(a) 2.26.1 a) All kinds of soil. 84.000 cum 41.75 3507.00FootingsF1 16 2.750 2.750 0.075 9.075F2 6 2.650 3.450 0.075 4.114F3 7 3.350 3.350 0.075 5.892F4 2 3.550 3.550 0.075 1.890 QTY. For one block 20.971Total Qty for 4 blocks 83.885 say 84 cum

0.005 2.25 1204.0 cum 101.50 122206.00

FOUNDATION TRENCHES 0.00E/W filling upto ground level

1151.279 0.00

1317.000 0.450 142.650

For one block 293.929For 4 blocks 1175.717 say 1204 cum

6 2.27 230.000 cum 843.65 194039.50

In other half till plinth beam bottom level 1 317.000 0.450 142.650 0.000.00

UNDERFLOOR 0.00TOTAL AREA

1290.00 0.300 87.000 0.00

0.000.000.00

TOTAL QTY. 229.650 0.00 say 230 cum0.00

7 4.17 808.000 sqm 378.95 306191.60

For one block 1 202.000 1.000 202.000

For 4 blocks 808.000

8 4.1 0.00

8(a) 4.1.6 116.000 cum 4230.50 490738.00

UNDERFLOOR 0.00Area 1 290.000 0.100 29.000 0.00TOTAL QTY. For one block 29.000 0.00TOTAL QTY. For 4 blocks 116.000 0.00

8(b) 4.1.8 107.000 cum 3920.65 419509.55

Footings 0.00F1 16 2.750 2.750 0.075 9.075F2 6 2.650 3.450 0.075 4.114F3 7 3.350 3.350 0.075 5.892F4 2 3.550 3.550 0.075 1.890TOE WALL 1 93.100 0.600 0.100 5.586Total Qty for one block 26.557 0.00TOTAL QTY. For 4 blocks 106.229 0.00 SAY 107 cum

0.009 139.000 cum 3900.60 542183.40

Footing500 mm footing 1 93.100 0.500 0.225 10.474380 mm footing 1 93.100 0.380 0.225 7.960250 mm footing 1 93.100 0.250 0.700 16.292

TOTAL QTY. For one block 34.726Total Qty for 4 blocks 138.905 say 139

10 5.1.2 516.000 cum 5552.25 2864961.00

Footing Slab 0.00F1 16 2.600 2.600 0.300 32.448 0.00F2 6 2.500 3.300 0.500 24.750 0.00F3 7 3.200 3.200 0.500 35.840F4 2 3.400 3.400 0.500 11.560Footing PedestalF1 16 0.600 0.600 0.250 1.440F2 6 0.600 0.600 0.250 0.540F3 7 0.600 0.600 0.250 0.630F4 2 0.600 0.600 0.250 0.180COLUMN UPTO P.L. 0.00COLUMNS with F1 foundation 16 0.450 0.250 1.950 3.510 0.00 0.95 below GL + 1.00 GL to PLAll other Columns 15 0.450 0.250 1.750 2.953 0.00 0.75 below GL + 1.00 GL to PL

0.00Plinth/Tie BEAM 1 201.910 0.250 0.300 15.143 0.00

0.000.000.000.00

TOTAL QTY. In one block 128.994 0.00Total Qty for 4 blocks 515.978 say 516 cum

11 5.9

11(a) 5.9.1 PERIMETER 657.000 sqm 186.40 122464.80

Footing SlabF1 16 10.400 0.300 49.920F2 6 11.600 0.500 34.800F3 7 12.800 0.500 44.800F4 2 16.000 0.500 16.000Footing PedestalF1, F2, F3, F4 31 2.400 0.250 18.600

TOTAL QTY. For one block 164.120Total Qty for 4 blocks 656.480 say 657 sqm

11(b) 5.9.5 688.000 sqm 309.80 213142.40

TOTAL QTY. For one block 172.000

Total Qty for 4 blocks 688.000 say 688 sqm

SUPERSTRUCTURE

12 5.2.2 184.000 cum 6319.20 1162732.80

ALL COLUMNS 31 0.450 0.250 12.000 41.850COLUMNS EXTENDED FOR STAIRCASE 3 0.450 0.250 2.925 0.987

616.475 0.135 0.225 3.003

TOTAL QTY.FOR for one block 45.840TOTAL QTY.FOR COLUMN for 4 blocks 183.359 say 184 cum

13 1103.000 cum 6107.15 6736186.45

QTY. FOR ROOF BEAM PER FLOOR-1

210.310 0.250 0.400 21.031

QTY. For Roof Beam for 1 block 84.124Roof Beam For Headroom 1 7.561 0.250 0.400 0.756TOTAL QTY. For Roof Beam for 1 block 84.880TOTAL QTY. For Roof Beam for 4 blocks 339.520

QTY. FOR ROOF SLAB PER FLOOR- 1 293.000 0.135 39.555 Area of Roof Slab = 293 m2 QTY. For Slab for 1 blcks 158.220Roof Slab For Headroom 1 4.3 5.276 0.135 3.063TOTAL QTY. For Slab for 1 blcks 161.283TOTAL QTY. For Roof slab for 4 blocks 645.131

QTY. FOR LINTEL BEAM PER FLOOR-FOR 10'' WALL

W1 12 1.675 0.250 0.150 0.754W2 2 1.200 0.250 0.150 0.090W3 2 1.200 0.250 0.150 0.090W4 6 0.875 0.250 0.150 0.197W5 2 1.200 0.250 0.150 0.090W6 4 2.100 0.250 0.150 0.315D1 4 1.300 0.250 0.150 0.195D2 4 1.200 0.250 0.150 0.180D3 2 1.050 0.250 0.150 0.079

FOR 5'' WALLD1 4 1.300 0.125 0.150 0.098D2 6 1.200 0.125 0.150 0.135D3 6 1.050 0.125 0.150 0.118

For BalconiesBalcony 1 2 6.350 0.135 0.150 0.257Balcony 2 2 3.900 0.135 0.150 0.158

Total Qty per floor 2.755Total Qty per block 8.265For Headroom

D1 2 1.300 0.250 0.150 0.098

Total Qty for lintel for one block 8.363Total Qty for lintel for 4 blocks 33.452

StaircaseWaste Slab per block 12 5.220 1.200 0.150 11.275Landings 1 per block 8 1.450 1.450 0.150 2.523Landings 2 per block 4 4.076 1.550 0.150 3.791Steps 80 1.200 0.019 1.800 considering area of a triangleQty per block 19.389Total Qty for 4 blocks 77.556

QTY. FOR CHAJJA 0.00W1 12 1.675 0.600 0.0875 1.055 0.00W2 2 1.200 0.600 0.0875 0.126W3 2 1.200 0.600 0.0875 0.126W4 6 0.875 0.600 0.0875 0.276W5 2 1.200 0.600 0.0875 0.126W6 4 2.100 0.600 0.0875 0.441TOTAL QTY. Per floor 2.150TOTAL QTY. For 4 blocks 6.450

Entire RCC Quantity for 4 blocks 1102.108 say 1103 cum

14 5.8 16.000 cum 5973.75 95580.00

In balconies per block 6 10.250 0.135 0.475 3.944 vertical fin of 18.7" or 0.475 mTotal Qty for 4 blocks 15.775 say 16 cum

15 5.9

15(a) 5.9.3 5041.000 sqm 371.80 1874243.80

Floor SlabsArea of floor 1 340.000 340.000Area occupied by beam 1 224.260 0.250 56.065Area of slab portion 1 283.935Area of Balcony 1 apart from above slab area 2 5.425 0.500 5.425Area of Balcony 2 apart from above slab area 2 6.950 0.500 6.950Sides of Balconies together 2 14.375 0.135 3.881 Area for shuttering for one block 1200.765Headroom slab 1 4.250 4.076 17.323

Total Qty for one Block 1218.088Total Qty for 4 blocks 4872.352

Staircase LandingsLandings 1 8 2.400 0.150 2.880

8 1.200 1.200 11.520Landings 2 4 4.076 0.150 2.446

4 4.076 1.550 25.271Total Qty Per block 42.117Total Qty for 4 blocks 168.467Total Qty For slab shuttering for 4 blocks 5040.819 say 5041 sqm

0.0015(b) 5.9.5 4055.000 sqm 309.80 1256239.00

PERIMETERRoof Beam

1210.310 1.050 220.826

Lintel Beam 0.00For 10'' wall

153.050 0.550 29.178

For 5'' wall1

18.700 0.425 7.948

Total For one block 994.677

Headroom Beam per block 1 18.152 1.050 19.060

Total Qty For 4 blocks 4054.946 say 4055 sqm0.00

15(c) 5.9.6 2405.000 sqm 423.00 1017315.00

PERIMETERColumns F1 16 1.400 13.950 312.480Columns F2,F3,F4 15 1.400 13.750 288.750TOTAL QTY per block 601.230Total Qty for 4 blocks 2404.920 say 2405 sqm

15(d) 5.9.7 675.000 sqm 375.65 253563.75

STAIR WAIST slab per block 12 5.220 1.350 84.564STEPS 80 4.200 0.250 84.000 0.00TOTAL QTY per block 168.564Total Qty for 4 blocks 674.256 say 675 sqm

0.0015(e) 5.9.19 367.000 sqm 468.20 171829.40

QTY. FOR CHUJJA PERIMETER 0.00W1 12 1.675 0.675 13.568

12 1.200 0.088 1.260W2 2 1.200 0.675 1.620

2 1.200 0.088 0.210W3 2 1.200 0.675 1.620

2 1.200 0.088 0.210W4 6 0.875 0.675 3.544

6 1.200 0.088 0.630W5 2 1.200 0.675 1.620

2 1.200 0.088 0.210W6 4 2.100 0.675 5.670

4 1.200 0.088 0.420TOTAL QTY per block 91.744Total Qty for 4 blocks 366.975 say 367 sqm

16 5.22.6 153266.000 kg 66.50 10192189.000

TOTAL REINFORCEMENT 0.00

QTY. FOR FOUNDATION - FOOTING 1 432.000 80.000 34560.000QTY. FOR PLINTH BEAM 1 61.000 120.000 7320.000QTY. FOR LINTELS 1 33.452 120.000 4014.180QTY. FOR ROOF BEAM 1 339.520 120.000 40742.448QTY. FOR ROOF SLAB 1 661.131 100.000 66113.087 0.00QTY. FOR CHAJJAS 1 6.450 80.000 515.970 0.00Qty. For Staircase 1 77.556 120.000 9306.662 0.00

TOTAL QTY. 153265.685 0.000.00

17 5.30 912.000 metre 27.85 25399.20

Chajja for one unit 1 38.000 38 0.00TOTAL QTY. For 24 units 912.00 0.00

18 6.4.2 1064.000 cum 4579.20 4872268.80

QTY. FOR Parking Floor 0.0010'' brickwall 1 17.300 0.250 2.600 11.245 0.00

DeductionsD1 2 1.000 0.250 2.100 1.050W5 2 0.900 0.250 1.200 0.540

0.00Total Qty. For Parking Floor per block 9.655

QTY. FOR One Floor 0.0010'' brickwall 1 104.000 0.250 2.600 67.600 0.00

0.00Deductions 0.00W1 12 1.375 0.250 1.350 5.569 0.00W2 2 0.900 0.250 1.350 0.608 0.00W3 2 0.900 0.250 1.100 0.495 0.00W4 6 0.575 0.250 1.100 0.949 0.00W5 2 0.900 0.250 1.200 0.540 0.00W6 4 1.800 0.250 1.350 2.430 0.00D1 4 1.000 0.250 2.100 2.100 0.00D2 4 0.900 0.250 2.100 1.890D3 2 0.750 0.250 2.100 0.788LINTELS IN 10'' BRICKWALL 1 1.300

TOTAL DEDUCTIONS 16.668TOTAL QTY. Per floor 50.933Total Qty per block 152.798

5'' BRICKWORK 1 83.000 0.125 2.600 26.975

DeductionsD1 4 1.000 0.125 2.100 1.050D2 6 0.900 0.125 2.100 1.418D3 6 0.750 0.125 2.100 1.181Total Deductions 3.649TOTAL QTY. Per floor 23.326Total Qty per block 69.979

Qty. Of 10 " Brickwork for Headroom 1 17.300 0.250 2.175 9.407Deductions

D1 2 1.000 0.250 2.100 1.050Total Qty of 10 " Brickwork in Headroom 8.357

Qty of Brickwork in 10" Parapet Wall 1 94.500 0.250 1.000 23.625

118.000 0.250 0.300 1.350

Total Qty. In Parapet Wall 24.975

TOTAL QTY. For one block 265.763TOTAL QTY. 1063.053 say 1064 cum

19 22.14.1 40.800 cum 5021.05 204858.84

Total roof area (inc. headroom) per block 340.000 0.030 10.200TOTAL QTY. For 4 blocks 40.800

20 4.12 262.000 44.36 11622.32

262

262.000

21 5.16 7.000 cum 11104.30 77730.10

For cupboardsBedroom 1 4 1.200 0.500 0.040 0.096Bedroom 2 4 1.200 0.500 0.040 0.096Kitchen 4 1.200 0.450 0.040 0.086Total Qty for one unit 0.278Total Qty for 24 units 6.682 say 7 cum

22 22.3 608.000 sqm 449.45 273265.60

area of sunken slab toilet 1 1 1.800 2.700 4.860toilet 2 1 1.675 2.700 4.523toilet 3 1 1.200 2.275 2.730balcony 2 1 3.900 1.500 5.850area of sunken slab walltoilet 1 2 2.700 0.400 2.160 sunken slab depth of 400 mmtoilet 2 2 2.700 0.400 2.160toilet 3 2 2.275 0.400 1.820balcony 2 2 1.500 0.400 1.200Total Area of one unit 25.303Total area for 24 units 607.260 say 608 sqm

23 14.12 432 nos 228.00 98496.00

For one unit 18 18For 24 units 432

24 12.21 390.00 127.95 49900.50

For one block 1 97.460 97.46For 4 blocks 389.84 say 390 m

DOORS AND WINDOWS

25 9.1.1 Providing wood work in frames of doors 10.800 cum 90495.80 977354.64 Hold Fast already includedFor 10" wall (5"x3")D1 2 5.200 0.125 0.075 0.098D2 2 5.100 0.125 0.075 0.096D3 1 4.950 0.125 0.075 0.046

For 5" wall (4"x3")D1 2 5.200 0.100 0.075 0.078D2 3 5.100 0.100 0.075 0.115

Total Qty. For one unit 0.432Total Qty. For 24 units 10.4

D1 for Headroom 2 5.200 0.125 0.075 0.098Total Qty for all Blocks 0.4

Total Qty incl. Headroom door for all Units 10.8

26 9.119 357.000 metre 433.10 154616.70

D3 3 4.950 14.850Total Qty. For 24 units 356.400 Say 357 m

27 9.5.1.1 P/F 35 mm thick teakwood shutters 446.10 sqm 2563.75 1143688.88

D1 4 0.950 2.050 7.790D2 5 0.850 2.050 8.712D3 1 0.700 2.050 1.435Total Qty. for one unit 17.9Total Qty. for 24 units 430

D1 for Headroom 2 0.950 2.050 3.895Total Qty for all Blocks 15.6

Total Qty incl. Headroom door for all Units 446.1

28 9.120.1 104.0 sqm 2675.15 278215.60

a) 30 mm thick plain PVC door shutters. D3 3 0.700 2.050 4.305Total Qty. For 24 units 103.3 say 104 sqm

29 13.69 1004 sqm 75.05 75350.20

a) New work D1 4 0.950 2.050 2.250 17.53

D2 5 0.850 2.050 2.250 19.60D3 1 0.700 2.050 2.250 3.23Total Qty for one unit 40.4Total Qty for 24 units 969

D1 for Headroom 2 0.950 2.050 2.250 8.76Total Qty for all Blocks 35.1

Total Qty incl. Headroom door for all Units 1003.7 SAY 1004 sqm

30 9.53 1488 each 110.20 163977.60

NosD1 4

624

D2 5 6 30D3 1 6 6Total nos for one unit 60Total nos for 24 units 1440

D1 for Headroom 2 6 12Total Qty for all Blocks 48

Total Qty incl. Headroom door for all Units 1488

31 9.88 248 nos 712.00 176576.00

Total nos for one unit 10Total nos for 24 units 240For the door in headroom for all blocks 8Total nos 248

32 9.92.1 928 nos 210.95 195761.60

a) 125 mm For one unit 38

For 24 units 912For Headroom Door 16Total nos 928

33 9.74 392 nos 288.30 113013.60

a) 250x10 mm For one unit 16For 24 units 384For Headroom Door 8Total nos 392.00

34 9.82 240 nos 79.60 19104.00

For one unit 10

For 24 units 240

35 AOR P/F Door Lens 24 nos 100.00 2400.00

For one unit 1 one in each unitFor 24 units 24

36 21.1.2.1 8134.00 kg 397.75 3235298.50

i)

For NettingW1 6 1.375 1.35 11.14W2 1 0.900 1.35 1.22W3 1 0.900 1.100 0.99W4 3 0.575 1.100 1.90W5 1 0.900 1.200 1.08W6 2 1.800 1.350 4.86Total area of Opening for one unit 21.180Total Qty of Aluminium Section for one unit 169.44 @ 8 kg per sqmTotal Qty for 24 units 4066.560 say 4067 kg

For Glazing Glass

Total Qty For 24 units 4067.00 same as item no. 33

37 AOR Qty of stainless steel net mosquito proof 680.0 sqm 1005.72 683891.71

W1 6 1.375 1.35 11.14W2 1 0.900 1.35 1.22W3 1 0.900 1.100 0.99W4 3 0.575 1.100 1.90W5 1 0.900 1.200 1.08W6 2 1.800 1.350 4.86D1 1 0.950 2.050 1.947D2 3 0.850 2.050 5.227D3 1 0.700 2.050 1.435Total Area of opening for one unit 29.790Total Qty for one unit 28.300 @ 95% of the Area of openingTotal Qty for 24 units 679.2 say 680 sqm

38 21.3.2 483.0 sqm 1009.00 487347.00

Total Qty for 24 units 483.0 same as item no. 35

39 10.14.1 616.00 360.50 222068.00

Bedroom cupboards 2 5.4 10.8 height of 2.1 mBedroom cupboards Loft 2 2.75 5.5 height of 0.775 m Kitchen Cupboards Lower portion 1 3 3 height of 0.9 m from bottomKitchen cupboard middle portion 1 3.35 3.35 height of 1.075 mKitchen cupboard loft 1 3 3 height of 0.9 m Total Qty for one unit 25.65Total qty for 24 units 615.6 say 616 m

40 9.20.3 218.00 sqm 1964.45 428250.10

Bedroom Cupboard Door 2 1.200 2.100 5.04Loft door 2 1.200 0.775 1.86Kitchen bottom door 1 1.200 0.900 1.08Kitchen loft door 1 1.200 0.900 1.08Total For one unit 9.06Total qty for 24 units 217.44 say 218 sqm

41 9.16 31 sqm 2615.00 81065.00

For kitchen cupboard door in middle portion1 1.2 1.075 1.29Total Qty for 24 units 30.96 say 31 sqm

42 10.25.2 3697.000 kg 86.50 319790.5

6 6.696 0.900 36.1584

Staircase railing 1 24.000 0.900 21.6Total for one block 57.758Total for 4 blocks 231.0336Total Qty OF railing 3696.5376 at a arate of 16 kg per sqm

43 9.48.2 14461.0 kg 110.95 1604447.95

b)

W1 6 1.375 1.350 11.138W2 1 0.900 1.350 1.215W3 1 0.900 1.100 0.990W4 3 0.575 1.100 1.898W5 1 0.900 1.200 1.080W6 2 1.800 1.350 4.860G 2 0.450 2.865 2.579Balcony 1 1 5.450 1.500 8.175Balcony2 1 3.900 0.900 3.510Total Area for one unit 35.444Total Qty for one unit 602.5395 at arate of 17 kg per sqmTotal Qty for 24 units 14460.948 say 14461 kg

FLOORING

44 11.41.2 2891.0 sqm 1402.55 4054772.05

b) Size of Tile 600x600 mm

HEIGHT/ DEPTH

Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m. All kinds of soil.

per 100 sqm

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.All kinds of soil

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed.

10% OF THE EARTHWORK QUANTITY EXCAVATED FOR ONLY FOOTINGS approx 45 cum

Extra for every additional lift of 1.5 m or part thereof in excavation/ banking excavation or stacked materials.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth : consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

taken as one thid of the excavated earth upto ground level

E/W filling till half of plinth beam bottom level P.L-G.L= 0.4 m and area of filling = total area of building - area of plinth/tie beam

Supplying and filling in plinth with local sand under floors, including watering, ramming, consolidating and dressing complete.

Area = Area of building - Area of plinth beam

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregrate 20 mm nominal size) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth.

C/L length of plinth/tie beam= 201.91 m and giving plinth protection of 1 m

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level.

1:3:6 ( 1 Cement: 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)

1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

6.1.2- Rs 745.90

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 5.0 in foundation and plinth in : Cement mortar 1:6 (1 cement : 6 coarse sand)

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level: 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

Centring and shuttering including strutting, propping etc. and removal form for :

Foundations, footings, bases of columns etc. for mass concrete.

Lintels, beams, plinth beams, girders, bressumers and cantilevers.

centre line length = 201.91 m and perimeter = (2*0.3+0.25)

Reinforced cement concrete in walls (any thickness) including attached pilasters,buttresses,plinth & string courses ,fillets,columns, pillars,piers, abutmets, posts & struts, etc upto floor five level, excluding the cost of centring, shuttering and finishing and reinforcement. 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

Extension of slab as wall in balconies per block

5.3 (modified)

Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 150 , landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement with 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

Centre Line Length of Beam excluding columns = 210.31 m

Depth of chajja = 0.5*(0.1+0.075)

Reinforced cement concrete work in vertical and horizontal fins individually or forming box louvers, facias and eaves boards up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

Centring and shuttering including strutting, propping etc. and removal form for :

Suspended floors, roofs, landing, balconies and access platform.

Lintels, beams, plinth beams, girders, bressumers and cantilevers.

Centre Line Length of the Beam = 210.31 m and perimeter = (2*0.4+0.25)

Centre Line Length of the Beam = 53.05 m and perimeter = (2*0.15+0.25)

Centre Line Length of the Beam = 18.70 m and perimeter = (2*0.15+0.125)

Columns, piers, abutments, pillars, posts and struts

Stairs, (excluding landings) except spiral-staircases.

Weather shade, chajjas,corbels,etc. including edges.

Reinforcement for R.C.C. work including straightening, cutting bending, placing in position and binding all complete. Thermo-Mechanically Treated bars

TOTAL QTY.(CUM.)

RATE PER CUM.

Add for plaster drip course / groove in plastered surface or moulding to RCC projections.

Brick work with F.P.S.bricks of class designation 50 in superstructure above plinth level upto floor V level in all shapes and sizes in: Cement mortar 1:6 (1 cement : 6 coarse sand)

Qty of Brickwork in 10" Parapet Wall for above Headroom

Grading roof for water proofing treatment with: Cement concrete 1:2:4 (1cement : 2coarse sand : 4graded stone aggregate 20 mm nominal size)

Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specifications

per 50 kg

cement

No. of cement bags @6.40 bags/cum of wearing coat for all 4 blocks

Water proofing compound @1 kg/bag of cement

Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in shelves including setting in cement mortar 1:3 (1cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but excluding the cost of reinforcement, with 1:2:4 (1 cement : 2 coarse sand : 4graded stone aggregate 12.5mm nominal size).

Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of :i) Ist course of applying cement slurry @ 4.4 Kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontalsurface. ii) IInd course of 20mm cement plaster 1:3 (1 cement : 3 coarse sand)mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface.iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7Kg. per sqm of area. iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 Kg/sqm.)

Providing and fixing 16 mm M.S. Fan clamps of standard shape and size in existing R.C.C. slab including cutting chase, anchoring clamp to reinforcement bar, including cleaning, refilling, making good the chase with matching concrete, plastering and painting the exposed portion of the clamps complete.

Providing gola 75x75mm in cement concrete 1:2:4 (1 cement :2 coarse sand : 4 stone aggregate 10 mm and down gauge) including finishing with cement mortar 1:3(1 cement : 3 fine sand) as per standard design In 75x75mm deep chase

One Running Metre

Providing and fixing factory made PVC door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet mitred at corners and joined with 2 Nos. of 150mm long brackets of 15x15mm MS square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using MS screws of 65/100mm size complete as per manufacturer's specification and direction of Engineer-in-charge.

Top, bottom and lock rails shall be provided both side of the panel.10mm (5mm x 2 ) thick, 20mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail. paneling of 5mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7mm(5mm+2mm) thick x 15mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5mm thick PVC strip of20mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge. Manufacturer’s specification & drawing .

Polishing on wood work with ready mixed wax polish of approved brand and manufacture :

Take polishing = 2.25x area of shutter

Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size)

Providing 6 nos hold fast for every teakwood door frame

Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete.

One in each door excluding bathroom doors

Providing and fixing chromium plated brass handles with necessary screws etc. complete:

every door and cupboard has 2 handles

Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete :

bathroom door has 2 tower bolts

Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete.

every door has 1 Door Stopper except bathroom

For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately).

Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)

Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):

With float glass panes of 5.50 mm thickness

Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: Fixing with adjustable lugs with split end tail to each jamb.

running metre

Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) decorative type, core of block board construction with frame of 1stclass hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. Piano hinges IS : 3818 marked with necessary screws.

Providing and fixing 25 mm thick shutters for cup board etc. : Glazed shutters : Second class teak wood including ISI marked anodized aluminium butt hinges with necessary screws.

Steel work welded in built up sections/ framed work, including cutting , hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc as required: In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

using square bar

Balcony 1 and 2 extension railing for one block

Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.

Fixed to openings /wooden frames with rawl plugs screws etc.

Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08%and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement and matching pigments etc., complete.

Page 2: estimate of G+3 with basement as parking residential building

Bedroom 1 1 4.200 4.800 20.160Bedroom 2 1 4.500 3.300 14.850Bedroom 3 1 4.200 3.800 15.960Dinning 1 4.275 3.500 14.963Drawing 1 6.125 4.500 27.563Servant's room 1 2.700 3.250 8.775Balcony 1 1 4.225 2.125 8.978Balcony 1 ext 1 3.600 0.500 1.800Balcony 2 1 3.900 1.500 5.850Balcony 2 ext 1 3.092 0.500 1.546Total Qty for one unit 120.4Total Qty for 24 units 2890.7 say 2891 sqm

45 11.46 460.00 sqm 1411.45 649267.00

Size of Tile 600x600 mm Bedroom 1 1 18.000 0.15 2.70Bedroom 2 1 15.600 0.15 2.34Bedroom 3 1 16.000 0.15 2.40Dinning 1 9.975 0.15 1.50Drawing 1 17.500 0.15 2.63Servant's room 1 14.300 0.15 2.15Balcony 1 1 12.200 0.15 1.83Balcony 1 ext 1 7.200 0.15 1.08Balcony 2 1 10.800 0.15 1.62Balcony 2 ext 1 6.100 0.15 0.91Total Qty for one unit 19.15Total Qty for 24 units 459.63 say 460 sqm

46 11.39 1556.0 sqm 987.40 1536394.40

Area incl. SkirtingKitchen 1 7.402 7.402Toilet 1 1 23.800 23.800 skirting upto 2.1 mToilet2 1 22.900 22.900Toilet 3 1 17.350 17.350Total Area 71.452Deductions D3 3 1.575 4.725D4 3 0.633 1.899Total Deductions 6.624Total Qty for one unit 64.828Total Qty for 24 units 1555.872 say 1556 sqm

47 11.36 351.0 sqm 793.60 278553.60

Area incl. SkirtingKitchen 1 16.500 16.500 1.5 m SkirtingDeductionsD2 1 1.900 1.900Total Qty for one unit 14.600Total Qty for 24 units 350.4 say 351 sqm

48 8.2.2.2 47.0 sqm 3769.70 177175.90

b) Granite of any colour and shade (ii) Area of slab over 0.50 sqm.

Kitchen 1 3.150 0.600 1.890

Total Qty for one unit 1.890Total Qty for 24 units 45.360 Say 47 m

49 8.3 105.000 metre 210.65 22118.25

Kitchen 1 4.350 4.350Total Qty for one unit 4.350Total Qty for 24 units 104.400 say 105 m

50 11.3 1373.0 sqm 316.80 434966.40

Area

Ground Floor Parking (excl. Columns) 1 336.500 336.500Skirting Area 31 0.210 6.510Total Qty for one block 343.010Total Qty for 4 blocks 1372.040

51 11.26.1 148 sqm 1072 158611.60

a) 25 mm thick. Landings 1 and 2 8 1.200 1.200 11.520Landings 3 4 4.076 1.550 25.271Total Qty. For one block 36.791Total Qty for 4 blocks 147.165 say 148 sqm

52 11.27 190.0 sqm 1100.85 209161.50

Skirting in landings 1 and 2 8 4.8 0.15 5.760Landing 3 skirting 4 5.176 0.150 3.106StepsTreads 80 1.200 0.250 24.000Risers 80 1.200 0.150 14.400Total Qty. For one block 47.266Total Qty for 4 blocks 189.062 say 190 sqm

FINISHING

53 13.1.2 12 mm cement plaster of mix : 8458.0 sqm 133.85 1132103.30 b) 1:6 (1 cement: 6 fine sand)

INTERNALBedroom 1 1 18.000 2.725 49.050 height excluding skirtingsBedroom 2 1 15.600 2.725 42.510Bedroom 3 1 15.600 2.725 42.510Dinning 1 15.550 2.725 42.374Drawing 1 17.625 2.725 48.028Servant's room 1 15.000 2.725 40.875Kitchen 1 11.900 1.375 16.363 skirting of 1.5 mToilet 1 1 9.000 0.775 6.975 skirting of 2.1 mToilet 2 1 8.750 0.775 6.781 skirting of 2.1 mToilet 3 1 6.950 0.775 5.386 skirting of 2.1 mL/o Portion of Dinning 1 4.925 2.725 13.421BD RM Cupboard 1 1 1.000 2.725 2.725BD RM Cupboard 2 1 1.000 2.725 2.725Balcony 1 1 5.850 2.725 15.941Balcony 1 extension 1 6.350 1.375 8.731

Balcony 2 1 6.400 2.725 17.440 Balcony 2 extension 1 3.900 1.375 5.363Total Plastering Area 367.198DeductionsW1 6 1.375 1.350 11.138W2 1 0.900 1.350 1.215W3 1 0.900 1.100 0.990W4 3 0.575 1.100 1.898W6 2 1.800 1.350 4.860D1 4 1.000 2.100 8.400D2 5 0.900 2.100 9.450D3 4 0.750 2.100 6.300Total Deductions 44.250Total Qty for one unit 322.948Total Qty for 24 units 7750.7 say 7751 sqm

Common Staircase 4 17.150 2.725 186.935Deductions in staircaseW5 6 0.900 1.200 6.480D1 6 1.000 2.100 12.600D2 6 0.900 2.100 11.340Total Deductions 30.420Total Qty. For staircase for one block 156.515Total Qty for 4 blocks 626.060

Grand total of internal 12 mm plastering 8376.800 say 8458 sqm

External Plaster 12 mm 4271.000 sqm 133.85 571673.35

for outer walls 1 84.000 9.000 756.000for balconies 1 10.100 4.125 41.663Parapet wall sides 1 189.000 1.000 189.000parapet top 1 94.500 0.250 23.625Headroom 1 17.150 2.500 42.875headroom parapet side 2 17.150 0.300 10.290headroom parapet top 1 17.150 0.250 4.288Total Qty. For one block 1067.740Total Qty for 4 blocks 4270.960 say 4271 sqm

54 13.16.1 6 mm cement plaster of mix : 5943.0 sqm 120.35 715240.05 a) 1:3 (1 cement: 3 fine sand)

External PlasteringGround Floor (Parking) 31 1.400 3.150 136.710 only columnsChajjaArea of Shuttering 93.000 same as item no. 16(e)*3Area of top and bottom surfaceW1 36 1.675 0.600 36.180W2 6 1.200 0.600 4.320W3 6 1.200 0.600 4.320W4 18 0.875 0.600 9.450W5 6 1.200 0.600 4.320W6 12 2.100 0.600 15.120Total Qty in Chajja of one Block 166.710

303.420

1213.680

Internal PlasterCeilingBedroom 1 1 4.200 4.800 20.160Bedroom 2 1 4.500 3.600 16.200Bedroom 3 1 4.200 3.600 15.120Dinning 1 4.275 3.500 14.963Drawing 1 6.125 4.750 29.094Servant's room 1 2.700 3.600 9.720Kitchen 1 2.350 3.600 8.460Toilet 1 1 1.800 2.700 4.860Toilet 2 1 1.675 2.700 4.523Toilet 3 1 1.200 2.750 3.300L/o Portion of Dinning 1 1.800 1.325 2.385BD RM Cupboard 1 1 1.500 0.500 0.750BD RM Cupboard 2 1 1.200 0.500 0.600Balcony 1 1 4.225 2.125 8.978Balcony 2 1 3.900 1.500 5.850Total Qty for 1 unit 144.962Total Qty for 1 block(excluding saitcase) 1159.695Stair Case 1 4.325 4.250 18.381Internal Plaster for waste slab 8 1.840 1.200 2.208

4 1.540 1.200 1.848Internal plaster for landings 36.800Total Qty for 1 block including Stair case 1182.132TOTAL INTERNAL PLASTER FOR 4 BLOCKS 4728.529Grand Total (internal + external) 5942.209 say 5943 sqm

55 13.46.1 5485.0 sqm 78.10 428378.50

a)

5484.680 say 5485 sqm

56 4.12 395 kg 44.36 17522.20

Qty of external plaster 5485CEMENT bags 395

Total Qty for 4 blocks 395

57 13.80 13187.0 sqm 85.40 1126169.80

13186.529 SAY 13187 SQM

58 13.42.1 13187.0 sqm 45.25 596711.75

13186.529 SAY 13187 SQM

TOTAL FOR BUILDING PORTION 56382029.79

RAINWATER

59 12.41.2 P/F uPVC Pipe 435.000 metre 218.60 95091.00110 mm diameter Length per block upto ground Level 8 12.850 102.800Length from headroom to roof 2 2.925 5.850Total length per block 108.650Total length for 4 blocks 434.600 say 435 m

60 12.42.5.2 88.000 nos 160.25 14102.00

e) Bend 87.5° 110 mm bend For one Block 22 22For 4 blocks 88

61 12.42.3.2 Single tee with door 48 nos 244.95 11757.60110x110x110For one block 12 12For 4 blocks 48

62 12.43.2 496 nos 173.75 86180.00

110 mm For headroom pipes 4 4For all other pipes 48 48For one block 52FOR SANITARY PIPESFor one block 72 72TOTAL FOR ONE BLOCK 124For 4 blocks 496

63 12.42.6.2 Shoe (Plain) for 40 nos 290.35 11614.00110 mm Shoe For one Block 10 10For 4 blocks 40

64 12.44 88 nos 37.25 3278.00

For one block 22 22For 4 blocks 88

Total Rainwater 222022.60

WATER SUPPLY

65 18.48 36000 litre 6.30 226800.00 1500 litre capacity

CapacityFor one block 6 1500 9000For 4 blocks 36000

66 18.13.1 8 nos 338.90 2711.20

25 to 40 mm nominal bore For one block 2 2For 4 blocks 8

67 18.12.4 800.0 metre 274.60 219680.00

32 mm dia. nominal bore For one block (L.S) 2 100.000 200.0For 4 blocks 800.0

68 18.10.4 272.0 metre 333.50 90712.00

32 mm dia. nominal bore upto tank top 2 19.000 38.000Overflow pipe 6 5.000 30.000Length for one block 68.000Length for 4 blocks 272.0

69 18.10.3 25 mm dia. nominal bore 54.0 metre 282.30 15244.20

entry into tank 6 1.500 9.000wash out pipe 6 0.400 2.400Connecting pipe 4 0.500 2.000

For one block 13.400For 4 blocks 53.600 say 54 m

70 18.18.3 12 nos 446.95 5363.40

25 mm nominal bore For one block 3 3For 4 blocks 12

71 18.7.3 532.0 metre 222.90 118582.80

First floor 4 12.000 48.000second floor 4 10.000 40.000

third floor 4 7.500 30.000For wash basin in dinning extra at roof 2 7.500 15.000For one block 133.000For 4 blocks 532.000

72 18.8.2 858.000 metre 281.35 241398.30

Toilet 1 1 9.000 9.000Toilet 2 1 8.750 8.750Toilet 3 1 7.000 7.000Kitchen 1 11.000 11.000Wash Basin in dinning 1 5.000 5.000For one unit 35.750For 24 units 858.000

73 18.8.1 59.000 metre 254.95 15042.05

For shower 3 2.300 6.900For stop cocks 19 0.310 5.890For geyser + mixer pipe 6 0.310 1.860 length of mixerFor one unit 14.650For 24 units 58.600 say 59 m

74 18.16.2 456 nos 343.95 156841.20

20 mm nominal bore For one unit 19 19For 24 units 456

75 18.50.1 24 nos 795.20 19084.80

15 mm nominal bore For one unit 1 1For 24 units 24

76 18.53.1 72 nos 506.70 36482.40

For one unit 3 3For 24 units 72

77 18.17.1 48 nos 427.80 20534.40

25 mm diaWash out 6 6Delivery 6 6For one block 12For 4 blocks 48

18.17.2 32 mm dia 8 nos 500.35 4002.80In external rising main per block 2 2For 4 Blocks 8

78 18.21.2.1 72 nos 67.35 4849.20

45 cm length 15 mm nominal bore For one unit 3 3For 24 units 72

79 18.22 72 nos 85.60 6163.20

150 mm diameter For one unit 3 3For 24 units 72

TOTAL FOR WATER SUPPLY 1183491.95

SANITARY

80 17.2.1 48 nos 3189.75 153108.00

a)

For one unit 2 2For 24 units 48

81 17.1 24 nos 3265.25 78366.00

For one unit 1 1For 24 units 24

82 17.7.2 96 nos 1903.25 182712.00

For one unit 4 4For 24 units 96

83 17.10.1.2 24 nos 6702.45 160858.80

a) Kitchen sink with drain board (ii) 510x1040 mm bowl depth 225 mm.

For one unit 1 1For 24 units 24

84 17.80 96 nos 972.45 93355.20

For one unit 4 4For 24 units 96

85 17.28 120 nos 74.90 8988.00

17.28.1.1 Semi rigid pipe 32 mm dia.For one unit 5 5For 24 units 120

86 17.31 96 each 762.55 73204.80

For one unit 4 4For 24 units 96

87 17.33 96 nos 522.20 50131.20

For one unit 4 4For 24 units 96

88 17.34 Providing and fixing toilet paper holder : 72 nos 339.85 24469.20 a) C.P. brass

For one unit 3 3For 24 units 72

89 17.72 96 nos 174.80 16780.80

Total for one unit 4 4TOTAL FOR 24 UNITS 96

90 17.73.1 72 each 408.90 29440.80

Total for one unit 3 3TOTAL FOR 24 UNITS 72

91 AOR 800.0 metre 169.08 135264.00

a) 110 mm dia. PVC

For W C Line of one block 3 14.150 42.450

For connecting branche of W C 18 0.600 10.800 l.s 0.6 m ( 2 ')Upto Manhole Chamber 9 1.500 13.500For bathroom and kitchen 6 14.150 84.900For connecting branche of bathroom 18 0.600 10.800For connecting branche of kitchen 6 2.000 12.000 l.s 2m

6 4.200 25.200

For one block 199.650For 4 blocks 798.600 say 800 m

92 AOR 288 nos 602.96 173652.48

Toilets 10 10

Kitchen 1 1Wash basin in dinning 1 1For one unit 12For 24 units 288

93 AOR P/F PVC Bend 110mm dia with door 16 nos 153.30 2452.80

For one Unit 4 4for 24 units 16

94 AOR P/F PVC Tee with door 110x110x110 72 nos 183.50 13212.00

For one unit 3 3For 24 units 72

95 AOR P/F PVC equal cross 110x110x110x110 36 nos 299.39 10778.04

For one floor 3 3For 4 blocks 36

96 AOR P/F PVC invert 24 nos 241.57 5797.68 For kitchen

For one unit 1 1For 24 units 24

97 AOR P/F PVC terminal guards 110 mm dia 36 nos 67.35 2424.60

For one block 9 9For all 4 blocks 36

` TOTAL FOR SANITARY 1214996.40

DRAINAGE`

98 AOR 300.000 183.82 55146.00

Total Qty. For all blocks 300.000

`99 19.2.1 300.000 543.55 163065.00

100 mm diameter S.W. pipe Total Qty. For all blocks 300.000

`100 2.10.1.2 300.000 192.75 57825.00

Total Qty. For all blocks 300.000

101 19.4.2.1 72.000 nos 1546.95 111380.40

150 x 100 mm size P type.

Total Qty for one unit 3 3.000Total Qty for 24 units 72.000

102 19.7.1.1 25 nos 8062.70 201567.50

Total Qty for 4 Blocks 25

103 19.7.2.1 b) 1.000 nos 17592.00 17592.00 near septic tank

104 19.8.1.1 3.000 5481.40 16444.20 providing a slope of 1 in 100

105 19.32.1 2 nos 16705.45 33410.90

Total Drainage 656431.00

SEPTIC TANK

106 2.6.1 178.000 cum 146.50 26077.00

All kinds of soil 1 15.150 4.650 2.525 177.880 say 178 cum

107 2.26.1 73.000 cum 41.75 3047.75

All kinds of soil. 1 15.150 4.650 1.025 72.209 say 73

108 2.27 7.100 cum 843.65 5989.92

All kinds of soil 1 15.150 4.650 0.100 7.045

109 4.1.8 8.900 cum 3920.65 34893.79

1 15.150 4.650 0.125 8.806

110 33.000 cum 4101.95 135364.35

Footing 1 1 37.000 0.500 0.650 12.03Footing 2 1 36.500 0.375 0.650 8.90Footing 3 1 36.000 0.250 1.000 9.00Baffle wall 1 brickwork 1 3.500 0.250 1.000 0.88Baffle wall 2 brickwork 1 3.500 0.250 1.850 1.62Total Qty 32.42 say 33 cum

Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer) with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make in all colours & shade in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1cement: 3 coarse sand), including grouting the joint with white cement &matching pigments etc. complete.

Providing and laying rectified Glazed Ceramic floor tiles 300x300 mm or more (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours White, Ivory, Rey, Fume Red Brown, laid on 20mm thick cement mortar 1:4 (1Cement : 4 Coarse sand) including grouting the joints with white cement and matching pigments etc., complete.

Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete.

Providing and fixing 18mm thick gang saw cut mirror polished premoulded and prepolished) machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.

600 mm projection of kitchen slab

Providing edge moulding to 18mm thick marble stone counters, Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. Granite work.

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete.

40mm thick with 20mm nominal size stone aggregate.

Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :

Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.

slab extended vertically by 0.9m at bottom and 0.47 m at top

Total Qty of External 6mm thick plaster in one block

Total Qty of External 6mm thick plaster in 4 block

Finishing walls with Acrylic Smooth exterior paint of required shade :

New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm).

Qty ARRIVED AS EXTERNAL PLASTER QUANTITY FROM ITEM NO 47 AND 48

Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specifications

taking 3.6 quintal of cement per 100 sqm of platering i.e 7.2 bags of cement per 100 sqm

water proofing compound taken as 1 kg per bag of cement.

Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.

Qty ARRIVED AS INTERNAL PLASTER FROM ITEM NO. 47 AND 48

Distempering with 1st quality acrylic distemper (ready mixed) of approved manufacturer, of required shade and colour complete as per manufacturere specification. Two or more coats on new work.

Qty ARRIVED AS INTERNAL PLASTER FROM ITEM NO. 47 AND 48

Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansion.

Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hardwood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.

Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.

Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.

Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :

Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe including painting with anticorrosive bitumastic paint, cutting chases and making good the wall:

Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. : Internal work – Exposed on wall.

all 3 water storage tank has been interconnected with 25 mm dia

Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. : Internal work - Exposed on wall 25 mm nominal outer dia .Pipes.

length = 10+1.5+0.4=11.9 say 12mincluding for wash basin in dinning at all levels

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. :Concealed work, including cutting chases and making good the walls etc. 20 mm nominal outer dia .Pipes.

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. :Concealed work, including cutting chases and making good the walls etc. 15 mm nominal outer dia .Pipes.

Providing and fixing brass stop cock of approved quality :

Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms.

Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 a) 15 mm nominal bore

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :

Providing and fixing uplasticised PVC connection pipe with brass unions :

Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :

Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required :

W.C. pan with ISI marked white solid plastic seat and lid

Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device(handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests.

Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require : White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap.

Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required :

Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.

Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.

Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.

Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete.

Providing and fixing PTMT towel ring trapezoidal shape 215mm long, 200mm wide with a minimum distances of 37mm from wall face with concealed fittings arrangement of approved quality and colour. Weighing not less than 88 gms.

Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fitting arrangement of approved quality and colour. 450MM long towel rail with total length of 495mm, 78mm wide and effective height of 88mm, weighing not less than170gms.

Providing and fixing soil, waste and vent pipes :

keeping 0.3m above parapet wall and measuring till ground level

For connecting branch of wash basin in dinning

Providing and fixing trap of self cleansing design with screwed down or hinged rating with or without vent arm complete, including cost of cutting and making good the walls and floors : 100 mm inlet and 100 mm outlet PVC.

Indian type WC and nahni trap in bathroom floors

P/F SWR PVC Pipe 110 mm dia in sewer line Running metre

Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design:

Running metre

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m including getting out the excavated soil, and then returning the soil as required, inlayers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :

Running metre

Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design :

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2coarse sand : 4 graded stone aggregate 20 mm nominal size),foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size), inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg(weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg(weight of cover 58 kg and weight of frame 58 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Extra for depth for manholes Size 90x80 cm With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

running metre

Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m,disposed earth to be levelled and neatly dressed.

Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials.

Supplying and filling in plinth with local sand under floors, including watering, ramming, consolidating and dressing complete.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :

1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).

6.1.1-Rs 745.90

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:

Cement mortar 1:4 (1 cement : 4 coarse sand)

Page 3: estimate of G+3 with basement as parking residential building

111 5.3 7.00 cum 6107.15 42750.05

Roof beam (250 mm x 300 mm) 2 4.000 0.250 0.300 0.60Baffle wall 1 beam 1 4.000 0.250 0.300 0.30Baffle wall 2 beam 1 4.000 0.250 0.300 0.30Top slab 1 14.500 4.000 0.100 5.80

Total Qty 7.00

112 5.9.5 14.00 sqm 309.80 4337.20

For Roof beam 2 4.000 0.850 6.80For Baffle wall 1 beam 1 4.000 0.850 3.40For Baffle wall 2 beam 1 4.000 0.850 3.40Total Qty 13.60 say 14 sqm

113 5.9.3 62 sqm 371.80 23051.60

For slab 1 37.000 0.100 3.701 14.500 4.000 58.00

Total Qty 61.70 say 62 sqm

114 5.22.6 724.00 kg 66.50 48146.00

Thermo-Mechanically Treated bars. TOTAL REINFORCEMENT

QTY. FOR BEAM 1 1.200 120.000 144.000QTY. FOR ROOF SLAB 1 5.800 100.000 580.000Total Qty 724.00

115 2.25 1 22.235 23.00 cum 101.50 2334.50

116 13.1.1 12 mm cement plaster of mix : 92.00 sqm 145.40 13376.801:4 (1 cement: 4 fine sand) External plaster 1 37.000 0.310 11.47 taking for one feet below G.LevelInternal Plaster 1 35.000 2.300 80.50Total Qty 91.97 say 920sqm

117 13.18 Neat cement punning 81 sqm 36.35 2944.35Total Qty 80.50 say 81 sqm

118 11.3.1 49.00 sqm 316.80 15523.20

Total Qty 1 14.000 3.500 49.00

119 13.16.1 6 mm cement plaster of mix : 121.00 sqm 120.35 14562.351:3 (1 cement: 3 fine sand) Slab Internal 1 14.000 3.500 49.00external 1 14.500 4.000 58.00Beam 4 4.000 0.850 13.60Total Qty 120.60 say 121 sqm

120 10.2 42.00 kg 73.65 3093.30

at the rate of 5.8 kg per metreTotal length of frame of 600x600 manhole 3 2.400 7.20Total Qty 41.76 say 42 kg

121 17.43.1.1 2 nos 484.30 968.60

Total nos 2 2

122 17.35.1.1 6 metre 854.85 5129.10

Total length 3 1.830 5.49

123 17.56.1.1 2 each 247.40 494.80

Total nos 2 2

Total Septic Tank 382084.65

TOTAL FOR 24 UNITS 60041056.39

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).

Centering and shuttering including strutting, propping etc. and removal of form for :

Lintels, beams, plinth beams, girders, bressumers and cantilevers.

Centering and shuttering including strutting, propping etc. and removal of form for :

Suspended floors, roofs, landings, balconies and access platform.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level.

TOTAL QTY.(CUM.)

RATE PER CUM.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete.

40mm thick with 20mm nominal size stone aggregate.

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 100x100x100 mm Sand cast iron S&S as per IS - 1729

Providing and fixing soil, waste and vent pipes : 100 mm dia. Sand cast iron S&S pipe as per IS: 1729.

providing 6' projection and say 6m

Providing and fixing terminal guard 100 mm sand cast iron S&S as per IS:1729.

Page 4: estimate of G+3 with basement as parking residential building
Page 5: estimate of G+3 with basement as parking residential building
Page 6: estimate of G+3 with basement as parking residential building

Item No. Ref.2.28.1

2.6.1

2.7.1

2.7.2

2.26.1

2.26.2

2.25

4.17

AR''

4.1.6

4.1.8

#NAME?

5.1.2

Page 7: estimate of G+3 with basement as parking residential building

5.2.2

5.38

5.9.1

5.9.2

5.9.3

5.9.5

5.9.6

5.9.7

5.9.19

5.22.6

5.3 (modified)

Page 8: estimate of G+3 with basement as parking residential building

5.30

6.4.2

6.5

6.38

6.14

9.21.1

9.17.2

9.18.1

9.55.3

9.23

9.47.2

9.47.1

9.62.1

9.66.1

Page 9: estimate of G+3 with basement as parking residential building

9.67.3

9.96.1

9.96.29.97.2

9.97.4

9.97.59.101.1

9.101.2

9.120.1

Page 10: estimate of G+3 with basement as parking residential building

9.119

10.2

10.3

10.5.2

9.48.1

10.25.2

10.14.1

10.26.1

18.76.1

10.18

Page 11: estimate of G+3 with basement as parking residential building

11.4

11.3.1

11.6.1

22.14.1

AR'

21.1.2.1

21.3.2

Page 12: estimate of G+3 with basement as parking residential building

11.40

11.36

11.41.2

11.26.1

11.27

8.2.2.2

12.41.2

12.42.3.2

Page 13: estimate of G+3 with basement as parking residential building

12.42.5.2

12.42.6.2

12.42.1.2

12.43.2

13.1.2

13.7.2

13.16.1

13.22

AR

13.42.1

13.47.1

13.50.1

13.50.3

13.61.1

13.65.1

Page 14: estimate of G+3 with basement as parking residential building

18.38.3

17.1.1

17.7.4

17.10.2.2

17.28.1.1

17.28.1.2

17.31

17.33

17.73.1

17.72

17.35.1.1

17.35.1.2

17.37.1

Page 15: estimate of G+3 with basement as parking residential building

17.37.2

17.39.1.1

17.43.1.1

17.43.2.1

17.56.1.117.56.2.117.58.1

17.58.2

17.60.1.2

17.60.2.2

18.10.3

18.10.4

18.11.1

18.11.2

18.13.1

Page 16: estimate of G+3 with basement as parking residential building

18.15.118.15.218.16.118.17.1

18.17.2

18.18.3

18.21.1.1

18.22.1

18.46.1

18.46.2

18.46.3

18.46.4

18.48

18.58.1.1

19.1.1

19.1.2

19.1.3

19.3.1

19.3.2

Page 17: estimate of G+3 with basement as parking residential building

19.3.3

19.4.1.1

19.7.1.1

19.7.2.1

22.3

Page 18: estimate of G+3 with basement as parking residential building
Page 19: estimate of G+3 with basement as parking residential building

Description of item Quantity

400.000

1559.000

#N/A

#N/A

84.000

#N/A

1204.000

808.000

#N/A

116.000

107.000

#NAME?

516.000

Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift upto1.5 m. All kinds of soil.

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m,disposed earth to be levelled and neatly dressed. All kinds of soil

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. Ordinary rock

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. Hard rock (requiring blasting)

Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. All kinds of soil.

Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. Ordinary or hard rock.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand including finishing the top smooth

Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size).

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).

Extra for providing and mixing water proofing material in cement concrete work @ 1 kg per 50 kg of cement.

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : Providing and fixing tie bolt, spring coil and plastic cone in wall shuttering complete as per the direction of Engineer-in-charge 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

Page 20: estimate of G+3 with basement as parking residential building

184.000

1103.000

#N/A

657.000

#N/A

5041.000

688.000

2405.000

675.000

367.000

153266.000

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level excluding cost of centering, shuttering, finishing and reinforcement : Encasing rolled steel section in grillages with cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 12.5mm nominal size)including centering and shuttering but excluding cost of expanded metal and hangers. 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).

Extra for R.C.C./ B.M.C/ R.M.C. work above floor V level for each four floors or part thereof.

Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. Foundations, footings, bases of columns, etc. for mass concrete.

Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. Suspended floors, roofs, landings, balconies and access platform.

Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. Lintels, beams, plinth beams, girders, bressumers and cantilevers.

Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. Columns, Pillars, Piers, Abutments, Posts and Struts.

Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. Stairs, (excluding landings) except spiral-staircases.

Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. Weather shade, Chajjas, corbels etc., including edges.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars.

Page 21: estimate of G+3 with basement as parking residential building

912.000

1064.000

#N/A

#N/A

#N/A

#N/A

#N/A

#N/A

#N/A

#N/A

#N/A

#N/A

#N/A

#N/A

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 5.0 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand)

Extra for brick work / AAC block masonry / Tile brick masonry in superstructure above floor V level for each four floors or part thereof by mechanical means.

Providing and laying autoclaved aerated cement blocks masonary with 100 mm thick AAC blocks in superstructure above Plinth level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand). The rate includes providing and laying in position 2 Nos 6 mm MS bars at every third course of masonary work.

Extra for half brick masonry in superstructure, above floor V level for every four floors or part thereof by mechanical means.

Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) non-decorative type, core of block board construction with frame of 1stclass hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters : 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.

Providing and fixing flat pressed 3 layer particle board medium density exterior grade (Grade I) or graded wood particle board IS : 3087 marked, to frame, backing or studding with screws etc. complete (Frames, backing or studding to be paid separately) : 18 mm thick Providing and fixing Pre-laminated flat pressed 3 layer (medium density) particle board or graded wood particle board IS : 3087 marked, with one side decorative and other side balancing lamination Grade I, Type II exterior grade IS : 12823 marked, in shelves with screws and fittings wherever required, edges to be painted with polyurethane primer (fittings to be paid separately). 18 mm thick

Providing and fixing ISI marked MS pressed butt hinges bright with necessary screws etc. complete: 75x47x1.70 mmExtra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). Providing and fixing nickel plated M.S. pipe curtain rods with nickel plated brackets : 25 mm dia (heavy type) Providing and fixing nickel plated M.S. pipe curtain rods with nickel plated brackets : 20 mm dia (heavy type) Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : 300x16 mm Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 125 mm

Page 22: estimate of G+3 with basement as parking residential building

#N/A

#N/A

#N/A

#N/A

#N/A

#N/A

#N/A

#N/A

104.000

Providing and fixing oxidised M.S. hasp and staple (safety type) conforming to IS : 363 with necessary screws etc. complete : 90 mm Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete : 300x16 mm

Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete : 250x16 mm Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade with necessary screws etc. complete : 250x10 mm

Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade with necessary screws etc. complete : 150x10 mm

Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade with necessary screws etc. complete : 100x10 mm Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868)transparent or dyed to required colour and shade with necessary screws etc. complete. Single rubber stopper Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868)transparent or dyed to required colour and shade with necessary screws etc. complete. Twin rubber stopper

Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for styles and 15x15mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture . M.S. frame covered with5mm thick heat moulded PVC 'C' channel of size 30mm thickness, 70mmwidth out of which 50mm shall be flat and 20mm shall be tapered in 45degreeangle on both side forming styles; and 5mm thick, 95mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel.10mm (5mm x 2 ) thick, 20mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail. paneling of 5mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7mm(5mm+2mm) thick x 15mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5mm thick PVC strip of20mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge. Manufacturer’s specification & drawing 30 mm thick plain PVC door shutters.

Page 23: estimate of G+3 with basement as parking residential building

357.000

42.000

#N/A

#N/A

#N/A

3697.000

616.000

#N/A

#N/A

#N/A

Providing and fixing factory made P.V.C. door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos. of 150mm long brackets of 15x15mmM.S. square tube, the vertical door frame profiles to be reinforced with19x19mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100mm size, complete as per manufacturers specification and direction of Engineer-in-Charge.

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete:

Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer.

Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x6mm for diagonal braces and central cross piece.

Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding.

Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.

Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm. long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 20 mm nominal size).

Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying a priming coat of approved steel primer. M.S. tube.

Cutting holes up to 30x30 cm in walls including making good the same: With common burnt clay F.P.S. (non modular) bricks.

Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp of internal dia 140mm, 73mm height, top lid of 1.5mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3mm dia. round headed screws, one lock at the corners. Clamp shall be made of 12mm dia M.S. bar bent to shape as per standard drawing.

Page 24: estimate of G+3 with basement as parking residential building

#N/A

49.000

#N/A

40.800

#N/A

8134.000

483.000

52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. 40mm thick with 20mm nominal size stone aggregate.

Cement plaster skirting upto 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. 18 mm thick

Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Providing and fixing Stainless steel mosquito proof wire net in aluminium door window, ventilators shutters and partitions etc. with PVC/ neoprene gasket etc. Complete as per architectrual drawings and the direction of Engineer-In-Charge (Cost of alluminium snap beading shall be paid in basic item) : With stainless steel grade 304 with guage with dia. 0.5mm and average width of aperature 1.4mm in both direction.

Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately). Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)

Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 4.0 mm thickness

Page 25: estimate of G+3 with basement as parking residential building

#N/A

351.000

2891.000

148.000

190.000

47.000

435.000

48.000

52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume,. hardening compound mixed @ 2 litre per 50kg of cement or as per manufacturers specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.

Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete.

Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption's less than 0.08%and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm

Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick.

Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.

Providing and fixing 18mm thick gang saw cut mirror polished premoulded and prepolished) machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite of any colour and shade Area of slab over 0.50 sqm.

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.(i)Single socketed pipes. 110 mm diameter

Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansion. Single tee with door 110x110x110 mm

Page 26: estimate of G+3 with basement as parking residential building

88.000

40.000

#N/A

496.000

12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand) 8458.000

#N/A

6 mm cement plaster of mix : 1:3 (1 cement: 3 fine sand) 5943.000

#N/A

#N/A

13187.000

#N/A

#N/A

#N/A

#N/A

#N/A

Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansion. Bend 87.5° 110 mm bend

Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansion. Shoe (Plain) 110 mm Shoe

Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansion. Coupler 110mm

Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hardwood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm

12 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand)

Extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof. Providing and applying white Cement based wall putty of 1.5mm thickness over plastered surface to prepare the surface even and smooth complete.

Distempering with 1st quality acrylic distemper (ready mixed) of approved manufacturer, of required shade and colour complete, as per manufacturer's specification. Two or more coats on new work.

Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade New work (Two or more coats applied @ 1.43 ltr/ 10 sqm. over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm).

Applying primer coat with ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood)

Applying priming coat : With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work.

Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade: Two or more coats on new work.

Page 27: estimate of G+3 with basement as parking residential building

#N/A

#N/A

#N/A

#N/A

0.000

#N/A

96.000

96.000

72.000

96.000

6.000

#N/A

#N/A

Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work : 25 mm diameter pipe.

Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device(handle lever) conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests.

Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require : White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap.

Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS 13983 with C.I. brackets and stainless steel plug 40 mm including painting of fittings and brackets, cutting and making good the walls wherever required : Kitchen sink without drain board 610x460 mm bowl depth 200 mm.

Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Semi rigid pipe 32 mm dia

Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Semi rigid pipe 40 mm dia

Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.

Providing and fixing 600x120x5mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete.

Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fitting arrangement of approved quality and colour. 450MM long towel rail with total length of 495mm, 78mm wide and effective height of 88mm, weighing not less than170gms.

Providing and fixing PTMT towel ring trapezoidal shape 215mm long, 200mm wide with a minimum distances of 37mm from wall face with concealed fittings arrangement of approved quality and colour. Weighing not less than 88 gms.

Providing and fixing soil, waste and vent pipes : 100 mm dia. Sand cast iron S&S pipe as per IS: 1729.

Providing and fixing soil, waste and vent pipes : 100 mm dia. Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989.

Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10cm of 1:2:4 mix (1 cement : 2 coarse sand : 4graded stone aggregate 20mm nominal size) including cost of cutting holes and making good the walls etc. : For 100 mm dia. Pipe

Page 28: estimate of G+3 with basement as parking residential building

#N/A

#N/A

2.000

#N/AProviding and fixing terminal guard: 100 mm Sand cast iron S&S as per IS - 1729 2.000Providing and fixing terminal guard: 75 mm Sand cast iron S&S as per IS - 1729 #N/A

#N/A

#N/A

#N/A

#N/A

54.000

272.000

#N/A

#N/A

8.000

Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10cm of 1:2:4 mix (1 cement : 2 coarse sand : 4graded stone aggregate 20mm nominal size) including cost of cutting holes and making good the walls etc. : For 75 mm dia. Pipe

Providing and fixing plain bend of required degree. 100 mm Sand cast iron S&S as per IS - 1729

Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 100x100x100 mm Sand cast iron S&S as per IS - 1729

Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 75x75x75 mm Sand cast iron S&S as per IS - 1729

Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter: 100 mm

Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter: 75 mm

Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 100 mm inlet and 100 mm outlet Sand Cast Iron S&S as per IS: 1729.

Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 100 mm inlet and 75 mm outlet Sand Cast Iron S&S as per IS- 1729.

Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. : Internal work – Exposed on wall. 25 mm dia. nominal bore

Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. : Internal work – Exposed on wall. 32 mm dia. nominal bore

Providing and fixing G.I. Pipes complete with G.I. fittings and clamps i/c making good the walls etc. concealed pipe including painting with anticorrosive bitumastic paint, cutting chases and making good the wall 15 mm dia nominal bore

Providing and fixing G.I. Pipes complete with G.I. fittings and clamps i/c making good the walls etc. concealed pipe including painting with anticorrosive bitumastic paint, cutting chases and making good the wall 20 mm dia nominal bore

Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 25 to 40 mm nominal bore

Page 29: estimate of G+3 with basement as parking residential building

Providing and fixing brass bib cock of approved quality : 15 mm nominal bore #N/AProviding and fixing brass bib cock of approved quality : 20 mm nominal bore #N/AProviding and fixing brass stop cock of approved quality : 15 mm nominal bore #N/A

48.000

8.000

12.000

#N/A

#N/A

#N/A

#N/A

#N/A

#N/A

36000.000

#N/A

#N/A

#N/A

#N/A

#N/A

#N/A

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 32 mm nominal bore.

Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 25 mm nominal bore

Providing and fixing uplasticised PVC connection pipe with brass unions : 30 cm length 15 mm nominal bore

Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 100 mm diameter

Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) 15 mm nominal bore

Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) 20 mm nominal bore

Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) 25 mm nominal bore

Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) 32 mm nominal bore

Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank

Providing and fixing PTMT grating of approved quality and colour. Circular type. 100 mm nominal dia.

Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 100 mm diameter

Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 150 mm diameter

Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 200 mm diameter

Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design : 100 mm diameter S.W. pipe

Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design : 150 mm diameter S.W. pipe

Page 30: estimate of G+3 with basement as parking residential building

#N/A

#N/A

25.000

0.000

608.000

Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design : 200 mm diameter S.W. pipe

Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design : 100x100 mm size P type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2coarse sand : 4 graded stone aggregate 20 mm nominal size),foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size), inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg(weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 5.0

Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2coarse sand : 4 graded stone aggregate 20 mm nominal size),foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size), inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg(weight of cover 58 kg and weight of frame 58 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 5.0

Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of :i) Ist course of applying cement slurry @ 4.4 Kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontalsurface. ii) IInd course of 20mm cement plaster 1:3 (1 cement : 3 coarse sand)mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface.iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7Kg. per sqm of area. iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 Kg/sqm.)

Page 31: estimate of G+3 with basement as parking residential building
Page 32: estimate of G+3 with basement as parking residential building

As per DSR-13 As per DSR-12Rate Amount Rate Amount

1124.6 4498.40 935.25 3741 100

146.5 228393.50 129.35 201656.65

227.8 #N/A 197.75 #N/A

393.6 #N/A 345.2 #N/A

41.75 3507.00 34.6 2906.4

74.9 #N/A 62 #N/A

101.5 122206.00 83.8 100895.2

378.95 306191.60 338.75 273710

843.65 #N/A 749.3 #N/A

4230.5 490738.00 3888.2 451031.2

3920.65 419509.55 3593.3 384483.1

44.36 #NAME? 35.35 #NAME?

5552.25 2864961.00 5094.85 2628942.6

100 Square Metre

One Cubic Metre

One Cubic Metre

One Cubic Metre One Cubic Metre One Cubic Metre

One Cubic Metre

One Square Metre One Cubic Metre

One Cubic Metre

One Cubic Metre per 50 kg cement

One Cubic Metre

Page 33: estimate of G+3 with basement as parking residential building

6319.2 1162732.80 5735.75 1055378

6107.15 6736186.45 5494.15 6060047.45

174.2 #N/A 151 #N/A

186.4 122464.80 166.9 109653.3

334.5 #N/A 285.15 #N/A

371.8 1874243.80 311.2 1568759.2

309.8 213142.40 262.25 180428

423 1017315.00 365.6 879268

375.65 253563.75 326.3 220252.5

468.2 171829.40 411.1 150873.7

66.5 10192189.00 62.25 9540808.5

One Cubic Metre

One Cubic Metre One Cubic Metre

One Square Metre

One Square Metre

One Square Metre

One Square Metre

One Square Metre

One Square Metre

One Square Metre

One Kilogram

Page 34: estimate of G+3 with basement as parking residential building

27.85 25399.20 22.25 20292

4579.2 4872268.80 3876.15 4124223.6

263.3 #N/A 250.45 #N/A

4827.45 #N/A 4508.30 #N/A

23.35 #N/A 22.2 #N/A

1684.75 #N/A 1578.3 #N/A

628.60 #N/A 568.95 #N/A

1176.70 #N/A 1099.8 #N/A

19.10 #N/A 17.10 #N/A

348.45 #N/A 325.2 #N/A

126 #N/A 117.55 #N/A

113.25 #N/A 107.1 #N/A

161.55 #N/A 142.35 #N/A

27.2 #N/A 23.75 #N/A

One Running Metre

One Cubic Metre One Cubic Metre

One Cubic Metre One Square Metre

One Square Metre

One Square Metre

One Square Metre

Each

One Square Metre One Running Metre One Running Metre

Each

Each

Page 35: estimate of G+3 with basement as parking residential building

16.1 #N/A 14.4 #N/A

215.3 #N/A 203.8 #N/A

180.45 #N/A 168.95 #N/A

90.65 #N/A 86.45 #N/A

62.75 #N/A 59 #N/A

49.85 #N/A 46.25 #N/A

33.75 #N/A 28.6 #N/A

80.2 #N/A 71.55 #N/A

2675.15 278215.60 2499.2 259916.8

Each

Each

Each

Each

Each

Each

Each

Each

One Square Metre

Page 36: estimate of G+3 with basement as parking residential building

433.1 154616.70 404.6 144442.2

73.65 3093.30 66.5 2793

4977.95 #N/A 4234.25 #N/A

2785.45 #N/A 2427.15 #N/A

103.15 #N/A 90.75 #N/A

86.5 319790.50 77.9 287996.3

81.95 50481.20 73.3 45152.8

97.45 #N/A 86.45 #N/A

196.4 #N/A 152 #N/A

138 #N/A 117.45 #N/A

One Running Metre

One Kilogram

One Square Metre

One Square Metre

One Kilogram

One Kilogram

One Kilogram

One Kilogram

Each

Each

Page 37: estimate of G+3 with basement as parking residential building

480.10 #N/A 420.5 #N/A

316.8 15523.20 280.05 13722.45

299.2 #N/A

5021.05 204858.84 4601.85 187755.48

1005.7 #N/A 1005.7 #N/A

397.75 3235298.50 406.5 3306471

1009.9 487781.70 905.75 437477.25

One Square Metre

One Square Metre One Square Metre One Cubic Metre

One Square Metre

One Kilogram

One Square Metre

Page 38: estimate of G+3 with basement as parking residential building

1023.15 #N/A 961.25 #N/A

793.6 278553.60 724.25 254211.75

1402.55 4054772.05 1337.1 3865556.1

1071.7 158611.60 945.7 139963.6

1100.85 209161.50 954.1 181279

3769.7 177175.90 3083.4 144919.8

218.6 95091.00 206.9 90001.5

305.35 14656.80 302.05 14498.4

One Square Metre

One Square Metre

One Square Metre

One Square Metre

One Square Metre

One Square Metre

One Running Metre

Each

Page 39: estimate of G+3 with basement as parking residential building

160.25 14102.00 156.95 13811.6

290.35 11614.00 287.05 11482

133.55 #N/A 130.25 #N/A

173.75 86180.00 144.6 71721.6

133.85 1132103.30 112.5 951525

180.6 #N/A 153.45 #N/A

120.35 715240.05 101 600243

34.95 #N/A 28.85 #N/A

62.3 #N/A 62.3 #N/A

45.25 596711.75 37.35 492534.45

90 #N/A 80.45 #N/A

30.75 #N/A 25.85 #N/A

24.95 #N/A 20.7 #N/A

63.05 #N/A 53.85 #N/A

54.15 #N/A 44.55 #N/A

Each

Each

Each

Each One Square Metre One Square Metre One Square Metre One Square Metre One Square Metre

One Square Metre

One Square Metre One Square Metre One Square Metre One Square Metre One Square Metre

Page 40: estimate of G+3 with basement as parking residential building

13.35 #N/A 11.4 #N/A

3265.25 #N/A 2964.1 #N/A

1699.95 #N/A 1460.5 #N/A

3936.55 #N/A 3702 #N/A

74.9 0.00 59.5 0

80.7 #N/A 66.45 #N/A

762.55 73204.80 674.05 64708.8

522.2 50131.20 341.25 32760

408.9 29440.80 375.7 27050.4

174.8 16780.80 169.85 16305.6

854.85 5129.10 734.3 4405.8

952.5 #N/A 857.3 #N/A

140.65 #N/A 112.5 #N/A

One Running Metre

Each

Each

Each

Each

Each

Each

Each

Each

Each One Running Metre One Running Metre

Each

Page 41: estimate of G+3 with basement as parking residential building

138.35 #N/A 110.15 #N/A

433.2 #N/A 267.3 #N/A

484.3 968.60 446.2 892.4

361.6 #N/A 333.45 #N/A247.4 494.80 240.6 481.2196.7 #N/A 177.8 #N/A

232.3 #N/A 207.85 #N/A

196.2 #N/A 176.5 #N/A

752.2 #N/A 651.85 #N/A

686 #N/A 576.35 #N/A

282.3 15244.20 243.15 13130.1

333.5 90712.00 296.5 80648

263.7 #N/A 229.1 #N/A

298.05 #N/A 251.3 #N/A

338.9 2711.20 277.35 2218.8

Each

Each

Each

Each Each Each

Each

Each

Each

Each

One Running Metre

One Running Metre

One Running Metre

One Running Metre

Each

Page 42: estimate of G+3 with basement as parking residential building

259.85 #N/A 205.6 #N/A280.05 #N/A259.85 #N/A 205.6 #N/A

427.8 20534.40 372.95 17901.6

500.35 4002.80 450.9 3607.2

446.95 5363.40 421.65 5059.8

58.95 #N/A 51.35 #N/A

71.4 #N/A 58.15 #N/A

155.65 #N/A 119.6 #N/A

178.85 #N/A 142.85 #N/A

190.45 #N/A 154.45 #N/A

306.6 #N/A

6.3 226800.00 6.1 219600

44.2 #N/A 43.2 #N/A

197.6 #N/A 150.1 #N/A

301.9 #N/A 219.05 #N/A

447.25 #N/A 323.05 #N/A

258.35 #N/A 236.15 #N/A

418.7 #N/A 382.75 #N/A

Each Each Each

Each

Each

Each

Each

Each

Each

Each

Each

Each

One Litre

Each

One Running Metre

One Running Metre

One Running Metre

One Running Metre

One Running Metre

Page 43: estimate of G+3 with basement as parking residential building

492.15 #N/A 449.9 #N/A

1423.95 #N/A 1256.35 #N/A

7950.52 198763.00 7132 178300

17098.4 0.00 15322.95 0

449.45 273265.60 399.6 242956.8#N/A #N/A

One Running Metre

Each

Each

Each

One Square Metre

Page 44: estimate of G+3 with basement as parking residential building

4842966.60#N/A

Page 45: estimate of G+3 with basement as parking residential building

1 14912.2 14912.22 211324.5 211324.53 153309.4 153309.44 189321.6 189321.65 28097.75 28097.756 36026.9 36026.97 188608.3 188608.38 84884.8 84884.89 552781.3 552781.3

10 206702.2 206702.211 377048.9 377048.912 708581.8 708581.813 4443579 444357914 2277313 227731315 4691722 469172216 92089.98 92089.9817 17712.66 17712.6618 16357.05 16357.0519 1288603 128860320 1444461 144446121 1626012 162601222 42152.44 42152.4423 23765.83 23765.8324 14635862 1463586225 36154.87 36154.8726 5680451 568045127 217417.6 217417.628 1164164 116416429 1179982 117998230 30603.09 30603.0931 145741.5 145741.532 521598.6 521598.633 129743 12974334 317426.6 317426.635 18336 1833636 23708.54 23708.5437 90720 9072038 5436 543639 54280.8 54280.840 14361.6 14361.641 1545.6 1545.642 31003.2 31003.243 51969.6 51969.644 13053.6 13053.645 12048 1204846 4785.6 4785.647 6480 648048 11548.8 11548.8

Page 46: estimate of G+3 with basement as parking residential building

49 368528.7 368528.750 205809.1 205809.151 318168 31816852 513724.4 513724.453 23397.78 23397.7854 717428.9 717428.955 532992.2 532992.256 170718.2 170718.257 497755.1 497755.158 28281.6 28281.659 26496 2649660 213375.6 213375.661 154788.5 154788.562 6761.92 6761.9263 245328.5 245328.564 431566 43156665 1365460 136546066 411699.9 411699.967 452240.5 452240.568 385546.8 385546.869 2970231 297023170 621414.5 621414.571 358498.4 358498.472 392736.8 392736.873 170508 17050874 48856 4885675 4166.5 4166.576 7549.1 7549.177 20833.8 20833.878 45175 4517579 731367.1 731367.180 961563.2 961563.281 513230.2 513230.282 2404279 240427983 926714.1 926714.184 395588.7 395588.785 567948.4 567948.486 19040.4 19040.487 44516.88 44516.8888 112496.6 112496.689 15302.79 15302.7990 8159.52 8159.529192 156732 15673293 81597.6 81597.694 188954.4 188954.495 3595.2 3595.296 3873.6 3873.6

Page 47: estimate of G+3 with basement as parking residential building

97 36602.4 36602.498 25065.6 25065.699 39254.4 39254.4

100 8390.4 8390.4101 307746 307746102 685800 685800103 33756 33756104 66408 66408105 62380.8 62380.8106 23246.4 23246.4107 34713.6 34713.6108 2968.8 2968.8109 4720.8 4720.8110 61327.2 61327.2111 103593.6 103593.6112 36105.6 36105.6113 65856 65856114 172541.8 172541.8115 175754.5 175754.5116 50630.4 50630.4117 63067.38 63067.38118 36262.3 36262.3119 62364 62364120 2800.5 2800.5121 74836.8 74836.8122 41496.6 41496.6123 24517.15 24517.15124 21900.55 21900.55125 8488.8 8488.8126 3427.2 3427.2127 4980.8 4980.8128 6259.75 6259.75129 19425.9 19425.9130 26980.8 26980.8131 308700 308700132 4243.2 4243.2133 33512.96 33512.96134 22642.5 22642.5135 10286.75 10286.75136 43816.16 43816.16137 31402.5 31402.5138 11319.45 11319.45139 34174.8 34174.8140 190812.5 190812.5

34196.8 34196.846167.5 46167.5

#N/A #N/A4842967 MISTAKE!

Page 48: estimate of G+3 with basement as parking residential building

#N/A #N/A

Page 49: estimate of G+3 with basement as parking residential building

166.00 648.00 864.00 Point

167.00 372.00 496.00 Point

168.00 76.00 101.33 Point

169.00 444.00 592.00 Each

170.00 216.00 288.00 Each

171.00 6450.20 8600.27 Metre

172.00 4440.60 5920.80 Metre

Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required.Group AWiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required.Group BWiring for twin control light point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required.Supplying and fixing following piano type switch/ socket on the existing switch box/ cover including connections etc. as required: 3 pin 5/6 amp socket outletSupplying and fixing metal box of 180mm X 100mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 & 15/16 amps socket outlet and 15/16 amps piano type switch, connection, painting etc. as required.Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire.Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X 6 sq. mm + 1 X 6 sq. mm earth wire.

Page 50: estimate of G+3 with basement as parking residential building

173.00 36.00 48.00 Each

174.00 36.00 48.00 Each

175.00 72.00 96.00 Each

176.00 36.00 48.00 Each

177.00 24.00 32.00 Set

178.00 530.00 706.67 Metre

179.00 12.00 16.00 Each

180.00 364.44 485.92 Metre

Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 volts, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 amps tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCB's (but without MCB's and incomer ) as required . (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.). 4 way (4 + 12), Single doorSupplying and fixing of following ways surface/ recess mounting, vertical type, 415 volts, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 amps tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCB's (but without MCB's and incomer ) as required . (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.). 8 way (4 + 24), Single doorSupplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator). 4 way (4 + 12), Double doorProviding and fixing following capacity TP&N disconnector fuse switch unit inside the existing panel board with ISI marked HRC fuses including drilling holes in cubicle panel, making connections, etc. as required: 32 Amp TP&NEarthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but without charcoal /coke and salt ) as required.Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/termination with GI thimble etc. as required.Providing and fixing of lightning conductor finial, made of 25 mm dia 300 mm long, copper tube, having single prong at top, with 85 mm dia 3 mm thick copper base plate including holes etc. complete as required.Providing and fixing copper tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For vertical run)

Page 51: estimate of G+3 with basement as parking residential building

181.00 108.00 144.00 Each

182.00 560.00 746.67 Each

183.00 120.00 160.00 Each

184.00 156.00 208.00 Each

185.00 36.00 48.00 Each

186.00 393.00 524.00 Metre

187.00 36.00 48.00 Each

188.00 3697.20 4929.60 Metre

189.00 72.00 96.00 Each

190.00 576.00 768.00 Each

191.00 36.00 48.00 Each

Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc as required: 100 mm X 100 mm X 60 mm deepSupplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc as required: 150 mm X 75 mm X 60 mm deepSupplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc as required: 200 mm X 150 mm X 60 mm deep.Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc as required: 200 mm X 250 mm X 100 mm deep.Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc as required: 200 mm X 300 mm X 100 mm deep.Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required.25 mmInstallation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required.Upto 450 mm sweepProviding and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing as required.Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 2 X 6 sq. mm (19mm).Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Single pole.Supplying and fixing following piano type switch/ socket on the existing switch box/ cover including connections etc. as required. TV antenna socket outlet

Page 52: estimate of G+3 with basement as parking residential building

192.00 979.68 1306.24 MetreSupplying and fixing of following sizes of steel conduit along with accessories in surface/recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required.20 mm

Page 53: estimate of G+3 with basement as parking residential building

416.00 359424.00

499.00 247504.00

625.00 63331.25

35.50 21016.00

225.00 64800.00

131.00 1126635.37

206.00 1219684.80

Page 54: estimate of G+3 with basement as parking residential building

2691.00 129168.00

3730.00 179040.00

1654.00 158784.00

1404.00 67392.00

2537.00 81184.00

23.00 16253.41

701.00 11216.00

359.00 174445.28

Page 55: estimate of G+3 with basement as parking residential building

86.50 12456.00

92.50 69066.97

154.00 24640.00

239.00 49712.00

267.00 12816.00

64.50 33798.00

163.00 7824.00

87.50 431340.00

110.00 10560.00

141.00 108288.00

40.00 1920.00

Page 56: estimate of G+3 with basement as parking residential building

123.00 160667.52

4842966.60

Page 57: estimate of G+3 with basement as parking residential building

External perimeter of building 49.725

Page 58: estimate of G+3 with basement as parking residential building

Sl No. Description Unit Units

Common Area (Ground Floor)

1 Sets 1

2 Light Point, CFL 36 Watts, 230 volts. No. 13 Plug point, 6 pin, 6/16 Amps, 230 volts. No. 1

Common Area (Corridor)

1 Sets 8

2 Light Point, CFL 36 Watts, 230 volts. No. 83 Plug point, 6 pin, 6/16 Amps, 230 volts. No. 8

Common Area (Staircase)

1 Sets 9

Units ('A' Type)

1 Sets 48

2 Light Point, CFL 36 Watts, 230 volts. No. 48

3 Light Point, CFL 18 Watts, 230 Volts. No. 48

Fluorescent Tube light fittings, Surface cum Recess, 2x 36/40 watts, 230 volt, FTL.

Fluorescent Tube light fittings, Surface cum Recess, 2x 36/40 watts, 230 volt, FTL.

Fluorescent Tube light fittings, Surface cum Recess, 2x 36/40 watts, 230 volt, FTL.

Fluorescent Tube light fittings, Surface cum Recess, 2x 36/40 watts, 230 volt, FTL.

Page 59: estimate of G+3 with basement as parking residential building

4 Ceiling Fan Point No. 48

5 Plug Point, 3 pin, 5/6 Amps, 230 V. No. 48

6 Power Plug Point 6 pin, 6/16 Amps, 230 Volt. No. 48

7 Call Bell Point No. 48

8 Exhaust fan point No. 48

Page 60: estimate of G+3 with basement as parking residential building

Remarks

16 16

16 164 4

4 32

4 322 16

2 18

5 240

6 288

5 240

Quantity required/unit

Total number

General use staircase-1 Fire escape staircase- 1

Drawing/Dining room- 2 sets Bed room- 2 sets Balcony- 0 sets Kitchen- 1 Set

Drawing/Dining room- 2 nos Bed room- 2 nos Balcony- 1 nos Kitchen- 1 nos Outside of front door- 1 nos

Drawing/Dining room- 1 nos Bed room- 0 nos Balcony- 1 nos Kitchen- 0 nos Bathroom- 1 nos WC- 1 nos

Page 61: estimate of G+3 with basement as parking residential building

4 192

11 528

4 192

1 48 Main door

3 144

Drawing/Dining room- 2 nos Bed room- 2 nos Balcony- 0 nos Kitchen- 0 nos Bathroom- 0 nos WC- 0 nos

Drawing/Dining room- 6 nos Bed room- 2 nos Balcony- 2 nos Kitchen- 1 no Bathroom- 0 nos WC- 0 nos

Drawing/Dining room- 0 nos Bed room- 2 nos Balcony- 0 nos Kitchen- 1 no Bathroom- 1 nos WC- 0 nos

Drawing/Dining room- 0 nos Bed room- 0 nos Balcony- 0 nos Kitchen- 1 no Bathroom- 1 nos WC- 1 nos

Page 62: estimate of G+3 with basement as parking residential building

2.6.1 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m,disposed earth to be levelled and neatly dressed. All kinds of soil 2.26.1 Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. All kinds of soil. 2.27 #N/A LOCAL SAND4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). 6.1.2 #N/A NO BRICKWORK IN FOUNDATION5.1.2 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : Providing and fixing tie bolt, spring coil and plastic cone in wall shuttering complete as per the direction of Engineer-in-charge 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

1.1.2 #N/A:/5.2.2 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level excluding cost of centering, shuttering, finishing and reinforcement : Encasing rolled steel section in grillages with cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 12.5mm nominal size)including centering and shuttering but excluding cost of expanded metal and hangers. 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) 5.38 Extra for R.CRISHABH IS GHUSAOING5.3 #N/A item has been analysed

5.2.1 #N/A:/5.16 #N/A no cast in-situ slab required5.22.6 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars. 5.9.1 Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. Foundations, footings, bases of columns, etc. for mass concrete. 5.9.6 Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. Columns, Pillars, Piers, Abutments, Posts and Struts. 5.9.5 Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. Lintels, beams, plinth beams, girders, bressumers and cantilevers. 5.9.3 Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. Suspended floors, roofs, landings, balconies and access platform. 5.9.7 Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. Stairs, (excluding landings) except spiral-staircases. 5.9.2 Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 5.9.19 Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. Weather shade, Chajjas, corbels etc., including edges. 6.4.2 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 5.0 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) 6.5 Extra for bri EXTRa for brick work (RISHABH)6.13.2 #N/A6.14 Extra for halEXTRa for brick work (RISHABH)13.2.2 #N/A 15 mm ke jagah 12 mm hi de diye13.1.2 12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand) 13.22 Extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof. 13.16.1 6 mm cement plaster of mix : 1:3 (1 cement: 3 fine sand) 6.15 #N/A diye to hain saala13.41.1 #N/A jyada badhiya waala diye hain13.46.1 #N/A jyada badhiya waala diye hain10.14.1 Providing anoriginal wale me hi confusiyaye hue hain…delete kiye hue hain9.119 Providing and fixing factory made P.V.C. door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos. of 150mm long brackets of 15x15mmM.S. square tube, the vertical door frame profiles to be reinforced with19x19mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100mm size, complete as per manufacturers specification and direction of Engineer-in-Charge. 10.17 #N/A jyada badhiya waala diye hain9.21.1 Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) non-decorative type, core of block board construction with frame of 1stclass hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters : 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. 9.120.1 Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for styles and 15x15mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture . M.S. frame covered with5mm thick heat moulded PVC 'C' channel of size 30mm thickness, 70mmwidth out of which 50mm shall be flat and 20mm shall be tapered in 45degreeangle on both side forming styles; and 5mm thick, 95mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel.10mm (5mm x 2 ) thick, 20mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail. paneling of 5mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7mm(5mm+2mm) thick x 15mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5mm thick PVC strip of20mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge. Manufacturer’s specification & drawing 30 mm thick plain PVC door shutters. 9.130.2 #N/A particle board nahi dena hai- flush wala diye hain21.1.2.1 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately). Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) 21.3.2 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 4.0 mm thickness 9.51.1 #N/A analyse kiye hain

10.3 Providing an?? collapsible shutter lagana hai kya?

11.4 52 mm thick :/ hardener topping on cc flooring- parking me to dena padega lagta hai

9.48.2 #N/A:/ 9.48.1 ke jagah lagta hai yahi wala dena padega- welding kaun karta hai..nut bolt better hai

Page 63: estimate of G+3 with basement as parking residential building

10.26.1 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying a priming coat of approved steel primer. M.S. tube. 11.3.1 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. 40mm thick with 20mm nominal size stone aggregate. 11.39 #N/A chaka chak lagwaye hain11.23.5 #N/A granite lagwaye hain kitchen slab me marble k jagah..haha11.36 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. 11.6.1 Cement plaster skirting upto 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. 18 mm thick9.96.2 Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete : 250x16 mm 9.97.3 #N/A badka waala diye hain9.87.2 #N/A badka waala diye hain9.100.2 #N/A badka waala diye hain9.101.2 Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868)transparent or dyed to required colour and shade with necessary screws etc. complete. Twin rubber stopper

13.50.1 Applying pri :/ flush door I sab pe to wood primer maarbe karna hoga naa13.61.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work. 22.5 #N/A 22.3 diye hain iske badle, 3 gunna daam hai uska, samjhe10.13 #N/A pressed steel wala frame lagaye hain, T-frame ki jagah pe12.41.2 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.(i)Single socketed pipes. 110 mm diameter 12.42.5.2 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansion. Bend 87.5° 110 mm bend 12.42.1.2 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansion. Coupler 110mm 12.42.3.2 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansion. Single tee with door 110x110x110 mm 12.42.6.2 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansion. Shoe (Plain) 110 mm Shoe 12.43.2 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hardwood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm 17.1.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device(handle lever) conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests. 17.7.2 #N/A mehenga waala diye hain17.10.2.1 #N/A mehenga waala diye hain17.28.2.1 #N/A mehenga waala diye hain17.31 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 17.33 Providing and fixing 600x120x5mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. 17.73.2 #N/A mehenga waala diye hain17.60.1.1 #N/A doosra wala diye hain17.35.1.1 Providing and fixing soil, waste and vent pipes : 100 mm dia. Sand cast iron S&S pipe as per IS: 1729. 17.58.1 Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter: 100 mm 17.37.1 Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10cm of 1:2:4 mix (1 cement : 2 coarse sand : 4graded stone aggregate 20mm nominal size) including cost of cutting holes and making good the walls etc. : For 100 mm dia. Pipe 17.38.1.1 #N/A doosra wala diye hain17.39.1.1 Providing and fixing plain bend of required degree. 100 mm Sand cast iron S&S as per IS - 1729 17.43.1.1 Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 100x100x100 mm Sand cast iron S&S as per IS - 1729 17.56.1.1 Providing and fixing terminal guard: 100 mm Sand cast iron S&S as per IS - 1729 17.65.1 #N/A bituminous wala diye hain…check kar lo lekin18.58.1.2 #N/A mehenga waala diye hain18.12.8 #N/A 80 mm ka koi darkaar hi nahi bujhaya18.10.6 #N/A 50 mm ka bhi wohi same'18.10.5 #N/A 40 o mm nahi diye18.10.4 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. : Internal work – Exposed on wall. 32 mm dia. nominal bore 18.10.3 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. : Internal work – Exposed on wall. 25 mm dia. nominal bore 18.11.2 Providing and fixing G.I. Pipes complete with G.I. fittings and clamps i/c making good the walls etc. concealed pipe including painting with anticorrosive bitumastic paint, cutting chases and making good the wall 20 mm dia nominal bore 18.11.1 Providing and fixing G.I. Pipes complete with G.I. fittings and clamps i/c making good the walls etc. concealed pipe including painting with anticorrosive bitumastic paint, cutting chases and making good the wall 15 mm dia nominal bore

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18.17.4 #N/A 50 mm pipe na diye to okra GUN METAL valve kahela denge18.17.1 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore 18.21.2.1 #N/A mehenga waala diye hain18.22.1 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 100 mm diameter 18.38.1 #N/A 15 mm ka pipe nahi potoge?18.38.2 #N/A 20 mm ka pipe ko bhi nahi potoge?18.38.3 Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work : 25 mm diameter pipe. 18.38.6 #N/A 50mm ka pipe debe nahi kiye to ghanta potenge usko18.15.1 Providing and fixing brass bib cock of approved quality : 15 mm nominal bore 18.16.1 Providing and fixing brass stop cock of approved quality : 15 mm nominal bore 19.1.1 Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 100 mm diameter 19.1.2 Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 150 mm diameter

19.2.1 #N/A:/19.2.2 #N/A:/19.7.1.1 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2coarse sand : 4 graded stone aggregate 20 mm nominal size),foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size), inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg(weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 5.019.7.2.1 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2coarse sand : 4 graded stone aggregate 20 mm nominal size),foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size), inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg(weight of cover 58 kg and weight of frame 58 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 5.019.8.1.1 #N/A manhole ka extra dena hai?19.8.2.1 #N/A manhole ka extra dena hai?2.6.1 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m,disposed earth to be levelled and neatly dressed. All kinds of soil

4.1.3 #N/A:/ septic tank banaoge?6.2.2 #N/A bhak burbak diye to hain5.2.3 #N/A 1:1.5:3 wala diye hain, 1:2:4 ki jagah…majbooti bujhte ho?5.3 #N/A analyse kiye hain5.22.6 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars. 5.9.2 Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 5.9.3 Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. Suspended floors, roofs, landings, balconies and access platform. 5.9.5 Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. Lintels, beams, plinth beams, girders, bressumers and cantilevers. 13.7.1 #N/A 13.7.2 me 1:4 ka masala diye hain 1:3 ki jagah check kar lo2.25 Filling avail bhak burbak diye to hain11.31.1 #N/A bhak burbak diye to hain17.35.1.1 Providing and fixing soil, waste and vent pipes : 100 mm dia. Sand cast iron S&S pipe as per IS: 1729. 17.56.1.1 Providing and fixing terminal guard: 100 mm Sand cast iron S&S as per IS - 1729

18.27.1 #N/A:/17.39.2.1 #N/A bend bas 100 mm ka hi diye hain…huhu haha19.32.1 #N/A SOAK PIT nahi dena hai? Kahan jayega peela wala?

Page 65: estimate of G+3 with basement as parking residential building

QTY. FOR ROOF SLAB PER FLOOR-

1

30.000

38 9.20.3

P/F angle iron frame for cupboard doors

P/F double leaf door for cupboard

Page 66: estimate of G+3 with basement as parking residential building

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m,disposed earth to be levelled and neatly dressed. All kinds of soil Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. All kinds of soil.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). NO BRICKWORK IN FOUNDATION

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : Providing and fixing tie bolt, spring coil and plastic cone in wall shuttering complete as per the direction of Engineer-in-charge 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level excluding cost of centering, shuttering, finishing and reinforcement : Encasing rolled steel section in grillages with cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 12.5mm nominal size)including centering and shuttering but excluding cost of expanded metal and hangers. 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) RISHABH IS GHUSAOING

no cast in-situ slab requiredSteel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars. Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. Foundations, footings, bases of columns, etc. for mass concrete. Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. Columns, Pillars, Piers, Abutments, Posts and Struts. Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. Lintels, beams, plinth beams, girders, bressumers and cantilevers. Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. Suspended floors, roofs, landings, balconies and access platform. Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. Stairs, (excluding landings) except spiral-staircases. Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. Weather shade, Chajjas, corbels etc., including edges. Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 5.0 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand)

EXTRa for brick work (RISHABH)

EXTRa for brick work (RISHABH)15 mm ke jagah 12 mm hi de diye

12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand) Extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof. 6 mm cement plaster of mix : 1:3 (1 cement: 3 fine sand)

jyada badhiya waala diye hainjyada badhiya waala diye hainoriginal wale me hi confusiyaye hue hain…delete kiye hue hain

Providing and fixing factory made P.V.C. door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos. of 150mm long brackets of 15x15mmM.S. square tube, the vertical door frame profiles to be reinforced with19x19mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100mm size, complete as per manufacturers specification and direction of Engineer-in-Charge. jyada badhiya waala diye hain

Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) non-decorative type, core of block board construction with frame of 1stclass hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters : 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for styles and 15x15mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture . M.S. frame covered with5mm thick heat moulded PVC 'C' channel of size 30mm thickness, 70mmwidth out of which 50mm shall be flat and 20mm shall be tapered in 45degreeangle on both side forming styles; and 5mm thick, 95mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel.10mm (5mm x 2 ) thick, 20mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail. paneling of 5mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7mm(5mm+2mm) thick x 15mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5mm thick PVC strip of20mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge. Manufacturer’s specification & drawing 30 mm thick plain PVC door shutters.

particle board nahi dena hai- flush wala diye hainProviding and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately). Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 4.0 mm thickness

collapsible shutter lagana hai kya?

hardener topping on cc flooring- parking me to dena padega lagta hai

9.48.1 ke jagah lagta hai yahi wala dena padega- welding kaun karta hai..nut bolt better hai

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Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying a priming coat of approved steel primer. M.S. tube. Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. 40mm thick with 20mm nominal size stone aggregate.

granite lagwaye hain kitchen slab me marble k jagah..hahaProviding and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. Cement plaster skirting upto 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. 18 mm thickProviding and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete : 250x16 mm

Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868)transparent or dyed to required colour and shade with necessary screws etc. complete. Twin rubber stopper

flush door I sab pe to wood primer maarbe karna hoga naaPainting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work.

22.3 diye hain iske badle, 3 gunna daam hai uska, samjhepressed steel wala frame lagaye hain, T-frame ki jagah pe

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.(i)Single socketed pipes. 110 mm diameter Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansion. Bend 87.5° 110 mm bend Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansion. Coupler 110mm Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansion. Single tee with door 110x110x110 mm Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansion. Shoe (Plain) 110 mm Shoe Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hardwood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device(handle lever) conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests.

Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. Providing and fixing 600x120x5mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete.

Providing and fixing soil, waste and vent pipes : 100 mm dia. Sand cast iron S&S pipe as per IS: 1729. Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter: 100 mm Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10cm of 1:2:4 mix (1 cement : 2 coarse sand : 4graded stone aggregate 20mm nominal size) including cost of cutting holes and making good the walls etc. : For 100 mm dia. Pipe

Providing and fixing plain bend of required degree. 100 mm Sand cast iron S&S as per IS - 1729 Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 100x100x100 mm Sand cast iron S&S as per IS - 1729 Providing and fixing terminal guard: 100 mm Sand cast iron S&S as per IS - 1729

bituminous wala diye hain…check kar lo lekin

80 mm ka koi darkaar hi nahi bujhaya

Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. : Internal work – Exposed on wall. 32 mm dia. nominal bore Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. : Internal work – Exposed on wall. 25 mm dia. nominal bore Providing and fixing G.I. Pipes complete with G.I. fittings and clamps i/c making good the walls etc. concealed pipe including painting with anticorrosive bitumastic paint, cutting chases and making good the wall 20 mm dia nominal bore Providing and fixing G.I. Pipes complete with G.I. fittings and clamps i/c making good the walls etc. concealed pipe including painting with anticorrosive bitumastic paint, cutting chases and making good the wall 15 mm dia nominal bore

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50 mm pipe na diye to okra GUN METAL valve kahela dengeProviding and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore

Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 100 mm diameter 15 mm ka pipe nahi potoge? Nahi kahe ki u diwar mein chunwaya hua hai20 mm ka pipe ko bhi nahi potoge? Nahi kahe ki u diwar mein chunwaya hua hai

Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work : 25 mm diameter pipe. 50mm ka pipe debe nahi kiye to ghanta potenge usko

Providing and fixing brass bib cock of approved quality : 15 mm nominal bore Providing and fixing brass stop cock of approved quality : 15 mm nominal bore Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 100 mm diameter Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 150 mm diameter

Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2coarse sand : 4 graded stone aggregate 20 mm nominal size),foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size), inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg(weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 5.0Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2coarse sand : 4 graded stone aggregate 20 mm nominal size),foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size), inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg(weight of cover 58 kg and weight of frame 58 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 5.0

manhole ka extra dena hai?manhole ka extra dena hai?

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m,disposed earth to be levelled and neatly dressed. All kinds of soil

septic tank banaoge? Ye bana sakte hain design kar dete hain, agar jaroorat hua to rehne denge GM sir se puch k

1:1.5:3 wala diye hain, 1:2:4 ki jagah…majbooti bujhte ho? hehehe, ab bhaiya humari banai cheez kabhi nahi gira paenge

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars. Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. Suspended floors, roofs, landings, balconies and access platform. Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. Lintels, beams, plinth beams, girders, bressumers and cantilevers.

13.7.2 me 1:4 ka masala diye hain 1:3 ki jagah check kar lo

Providing and fixing soil, waste and vent pipes : 100 mm dia. Sand cast iron S&S pipe as per IS: 1729. Providing and fixing terminal guard: 100 mm Sand cast iron S&S as per IS - 1729

bend bas 100 mm ka hi diye hain…huhu haha 75 mm wale mein direct pipe mein ghus jaega under se seedha T-joint meinSOAK PIT nahi dena hai? Kahan jayega peela wala? abe ee dusra item hai, hum diye hain soak pit, lekin ek baar aur room mein jake check karenge

EE humko nahi bujhaya tha kyunki extra dena padta hai jab thoda gaddha jyada khodenge tab, sahayad site pe depend karega

Page 69: estimate of G+3 with basement as parking residential building

0.135 4.050

#NAME?

Extra for providng in the balcony vertically for a height of (0.9+0.465)

Page 70: estimate of G+3 with basement as parking residential building

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m,disposed earth to be levelled and neatly dressed. All kinds of soil

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : Providing and fixing tie bolt, spring coil and plastic cone in wall shuttering complete as per the direction of Engineer-in-charge 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level excluding cost of centering, shuttering, finishing and reinforcement : Encasing rolled steel section in grillages with cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 12.5mm nominal size)including centering and shuttering but excluding cost of expanded metal and hangers. 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars. Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. Foundations, footings, bases of columns, etc. for mass concrete. Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. Columns, Pillars, Piers, Abutments, Posts and Struts. Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. Lintels, beams, plinth beams, girders, bressumers and cantilevers. Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. Suspended floors, roofs, landings, balconies and access platform. Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. Stairs, (excluding landings) except spiral-staircases. Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. Weather shade, Chajjas, corbels etc., including edges. Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 5.0 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand)

Providing and fixing factory made P.V.C. door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos. of 150mm long brackets of 15x15mmM.S. square tube, the vertical door frame profiles to be reinforced with19x19mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100mm size, complete as per manufacturers specification and direction of Engineer-in-Charge.

Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) non-decorative type, core of block board construction with frame of 1stclass hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters : 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for styles and 15x15mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture . M.S. frame covered with5mm thick heat moulded PVC 'C' channel of size 30mm thickness, 70mmwidth out of which 50mm shall be flat and 20mm shall be tapered in 45degreeangle on both side forming styles; and 5mm thick, 95mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel.10mm (5mm x 2 ) thick, 20mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail. paneling of 5mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7mm(5mm+2mm) thick x 15mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5mm thick PVC strip of20mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge. Manufacturer’s specification & drawing 30 mm thick plain PVC door shutters.

Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately). Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 4.0 mm thickness

Page 71: estimate of G+3 with basement as parking residential building

Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying a priming coat of approved steel primer. M.S. tube. Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. 40mm thick with 20mm nominal size stone aggregate.

Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. Cement plaster skirting upto 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. 18 mm thickProviding and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete : 250x16 mm

Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868)transparent or dyed to required colour and shade with necessary screws etc. complete. Twin rubber stopper

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.(i)Single socketed pipes. 110 mm diameter Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansion. Bend 87.5° 110 mm bend Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansion. Coupler 110mm Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansion. Single tee with door 110x110x110 mm Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansion. Shoe (Plain) 110 mm Shoe Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hardwood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device(handle lever) conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests.

Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. Providing and fixing 600x120x5mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete.

Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10cm of 1:2:4 mix (1 cement : 2 coarse sand : 4graded stone aggregate 20mm nominal size) including cost of cutting holes and making good the walls etc. : For 100 mm dia. Pipe

Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 100x100x100 mm Sand cast iron S&S as per IS - 1729

Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. : Internal work – Exposed on wall. 32 mm dia. nominal bore Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. : Internal work – Exposed on wall. 25 mm dia. nominal bore Providing and fixing G.I. Pipes complete with G.I. fittings and clamps i/c making good the walls etc. concealed pipe including painting with anticorrosive bitumastic paint, cutting chases and making good the wall 20 mm dia nominal bore Providing and fixing G.I. Pipes complete with G.I. fittings and clamps i/c making good the walls etc. concealed pipe including painting with anticorrosive bitumastic paint, cutting chases and making good the wall 15 mm dia nominal bore

Page 72: estimate of G+3 with basement as parking residential building

Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work : 25 mm diameter pipe.

Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 100 mm diameter Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 150 mm diameter

Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2coarse sand : 4 graded stone aggregate 20 mm nominal size),foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size), inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg(weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 5.0Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2coarse sand : 4 graded stone aggregate 20 mm nominal size),foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size), inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg(weight of cover 58 kg and weight of frame 58 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 5.0

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m,disposed earth to be levelled and neatly dressed. All kinds of soil

Ye bana sakte hain design kar dete hain, agar jaroorat hua to rehne denge GM sir se puch k

hehehe, ab bhaiya humari banai cheez kabhi nahi gira paenge

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars. Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. Suspended floors, roofs, landings, balconies and access platform. Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. Lintels, beams, plinth beams, girders, bressumers and cantilevers.

75 mm wale mein direct pipe mein ghus jaega under se seedha T-joint meinabe ee dusra item hai, hum diye hain soak pit, lekin ek baar aur room mein jake check karenge

EE humko nahi bujhaya tha kyunki extra dena padta hai jab thoda gaddha jyada khodenge tab, sahayad site pe depend karega

Page 73: estimate of G+3 with basement as parking residential building
Page 74: estimate of G+3 with basement as parking residential building

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m,disposed earth to be levelled and neatly dressed. All kinds of soil

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : Providing and fixing tie bolt, spring coil and plastic cone in wall shuttering complete as per the direction of Engineer-in-charge 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level excluding cost of centering, shuttering, finishing and reinforcement : Encasing rolled steel section in grillages with cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 12.5mm nominal size)including centering and shuttering but excluding cost of expanded metal and hangers. 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

Providing and fixing factory made P.V.C. door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos. of 150mm long brackets of 15x15mmM.S. square tube, the vertical door frame profiles to be reinforced with19x19mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100mm size, complete as per manufacturers specification and direction of Engineer-in-Charge.

Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) non-decorative type, core of block board construction with frame of 1stclass hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters : 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for styles and 15x15mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture . M.S. frame covered with5mm thick heat moulded PVC 'C' channel of size 30mm thickness, 70mmwidth out of which 50mm shall be flat and 20mm shall be tapered in 45degreeangle on both side forming styles; and 5mm thick, 95mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel.10mm (5mm x 2 ) thick, 20mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail. paneling of 5mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7mm(5mm+2mm) thick x 15mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5mm thick PVC strip of20mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge. Manufacturer’s specification & drawing 30 mm thick plain PVC door shutters.

Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately). Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 4.0 mm thickness

Page 75: estimate of G+3 with basement as parking residential building

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. 40mm thick with 20mm nominal size stone aggregate.

Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete.

Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete : 250x16 mm

Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868)transparent or dyed to required colour and shade with necessary screws etc. complete. Twin rubber stopper

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.(i)Single socketed pipes. 110 mm diameter Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansion. Bend 87.5° 110 mm bend Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansion. Coupler 110mm Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansion. Single tee with door 110x110x110 mm Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansion. Shoe (Plain) 110 mm Shoe Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hardwood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device(handle lever) conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests.

Providing and fixing 600x120x5mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete.

Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10cm of 1:2:4 mix (1 cement : 2 coarse sand : 4graded stone aggregate 20mm nominal size) including cost of cutting holes and making good the walls etc. : For 100 mm dia. Pipe

Providing and fixing G.I. Pipes complete with G.I. fittings and clamps i/c making good the walls etc. concealed pipe including painting with anticorrosive bitumastic paint, cutting chases and making good the wall 20 mm dia nominal bore Providing and fixing G.I. Pipes complete with G.I. fittings and clamps i/c making good the walls etc. concealed pipe including painting with anticorrosive bitumastic paint, cutting chases and making good the wall 15 mm dia nominal bore

Page 76: estimate of G+3 with basement as parking residential building

Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2coarse sand : 4 graded stone aggregate 20 mm nominal size),foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size), inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg(weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 5.0Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2coarse sand : 4 graded stone aggregate 20 mm nominal size),foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size), inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg(weight of cover 58 kg and weight of frame 58 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 5.0

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m,disposed earth to be levelled and neatly dressed. All kinds of soil

Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

Page 77: estimate of G+3 with basement as parking residential building

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : Providing and fixing tie bolt, spring coil and plastic cone in wall shuttering complete as per the direction of Engineer-in-charge 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level excluding cost of centering, shuttering, finishing and reinforcement : Encasing rolled steel section in grillages with cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 12.5mm nominal size)including centering and shuttering but excluding cost of expanded metal and hangers. 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

Providing and fixing factory made P.V.C. door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos. of 150mm long brackets of 15x15mmM.S. square tube, the vertical door frame profiles to be reinforced with19x19mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100mm size, complete as per manufacturers specification and direction of Engineer-in-Charge.

Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) non-decorative type, core of block board construction with frame of 1stclass hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters : 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for styles and 15x15mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture . M.S. frame covered with5mm thick heat moulded PVC 'C' channel of size 30mm thickness, 70mmwidth out of which 50mm shall be flat and 20mm shall be tapered in 45degreeangle on both side forming styles; and 5mm thick, 95mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel.10mm (5mm x 2 ) thick, 20mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail. paneling of 5mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7mm(5mm+2mm) thick x 15mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5mm thick PVC strip of20mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge. Manufacturer’s specification & drawing 30 mm thick plain PVC door shutters.

Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately). Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 4.0 mm thickness

Page 78: estimate of G+3 with basement as parking residential building

Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete.

Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hardwood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device(handle lever) conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests.

Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10cm of 1:2:4 mix (1 cement : 2 coarse sand : 4graded stone aggregate 20mm nominal size) including cost of cutting holes and making good the walls etc. : For 100 mm dia. Pipe

Page 79: estimate of G+3 with basement as parking residential building

Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2coarse sand : 4 graded stone aggregate 20 mm nominal size),foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size), inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg(weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 5.0Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2coarse sand : 4 graded stone aggregate 20 mm nominal size),foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size), inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg(weight of cover 58 kg and weight of frame 58 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 5.0

Page 80: estimate of G+3 with basement as parking residential building

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level excluding cost of centering, shuttering, finishing and reinforcement : Encasing rolled steel section in grillages with cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 12.5mm nominal size)including centering and shuttering but excluding cost of expanded metal and hangers. 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

Providing and fixing factory made P.V.C. door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos. of 150mm long brackets of 15x15mmM.S. square tube, the vertical door frame profiles to be reinforced with19x19mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100mm size, complete as per manufacturers specification and direction of Engineer-in-Charge.

Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for styles and 15x15mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture . M.S. frame covered with5mm thick heat moulded PVC 'C' channel of size 30mm thickness, 70mmwidth out of which 50mm shall be flat and 20mm shall be tapered in 45degreeangle on both side forming styles; and 5mm thick, 95mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel.10mm (5mm x 2 ) thick, 20mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail. paneling of 5mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7mm(5mm+2mm) thick x 15mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5mm thick PVC strip of20mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge. Manufacturer’s specification & drawing 30 mm thick plain PVC door shutters.

Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately). Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)

Page 81: estimate of G+3 with basement as parking residential building

Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete.

Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device(handle lever) conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests.

Page 82: estimate of G+3 with basement as parking residential building

Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2coarse sand : 4 graded stone aggregate 20 mm nominal size),foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size), inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg(weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 5.0Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2coarse sand : 4 graded stone aggregate 20 mm nominal size),foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size), inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg(weight of cover 58 kg and weight of frame 58 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 5.0

Page 83: estimate of G+3 with basement as parking residential building

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level excluding cost of centering, shuttering, finishing and reinforcement : Encasing rolled steel section in grillages with cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 12.5mm nominal size)including centering and shuttering but excluding cost of expanded metal and hangers. 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

Providing and fixing factory made P.V.C. door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos. of 150mm long brackets of 15x15mmM.S. square tube, the vertical door frame profiles to be reinforced with19x19mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100mm size, complete as per manufacturers specification and direction of Engineer-in-Charge.

Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for styles and 15x15mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture . M.S. frame covered with5mm thick heat moulded PVC 'C' channel of size 30mm thickness, 70mmwidth out of which 50mm shall be flat and 20mm shall be tapered in 45degreeangle on both side forming styles; and 5mm thick, 95mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel.10mm (5mm x 2 ) thick, 20mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail. paneling of 5mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7mm(5mm+2mm) thick x 15mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5mm thick PVC strip of20mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge. Manufacturer’s specification & drawing 30 mm thick plain PVC door shutters.

Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately). Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)

Page 84: estimate of G+3 with basement as parking residential building

Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete.

Page 85: estimate of G+3 with basement as parking residential building

Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2coarse sand : 4 graded stone aggregate 20 mm nominal size),foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size), inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg(weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 5.0Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2coarse sand : 4 graded stone aggregate 20 mm nominal size),foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size), inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg(weight of cover 58 kg and weight of frame 58 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 5.0

Page 86: estimate of G+3 with basement as parking residential building

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level excluding cost of centering, shuttering, finishing and reinforcement : Encasing rolled steel section in grillages with cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 12.5mm nominal size)including centering and shuttering but excluding cost of expanded metal and hangers. 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

Providing and fixing factory made P.V.C. door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos. of 150mm long brackets of 15x15mmM.S. square tube, the vertical door frame profiles to be reinforced with19x19mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100mm size, complete as per manufacturers specification and direction of Engineer-in-Charge.

Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for styles and 15x15mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture . M.S. frame covered with5mm thick heat moulded PVC 'C' channel of size 30mm thickness, 70mmwidth out of which 50mm shall be flat and 20mm shall be tapered in 45degreeangle on both side forming styles; and 5mm thick, 95mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel.10mm (5mm x 2 ) thick, 20mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail. paneling of 5mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7mm(5mm+2mm) thick x 15mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5mm thick PVC strip of20mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge. Manufacturer’s specification & drawing 30 mm thick plain PVC door shutters.

Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately). Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)

Page 87: estimate of G+3 with basement as parking residential building

Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2coarse sand : 4 graded stone aggregate 20 mm nominal size),foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size), inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg(weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 5.0Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2coarse sand : 4 graded stone aggregate 20 mm nominal size),foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size), inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg(weight of cover 58 kg and weight of frame 58 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 5.0

Page 88: estimate of G+3 with basement as parking residential building

Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for styles and 15x15mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture . M.S. frame covered with5mm thick heat moulded PVC 'C' channel of size 30mm thickness, 70mmwidth out of which 50mm shall be flat and 20mm shall be tapered in 45degreeangle on both side forming styles; and 5mm thick, 95mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel.10mm (5mm x 2 ) thick, 20mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail. paneling of 5mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7mm(5mm+2mm) thick x 15mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5mm thick PVC strip of20mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge. Manufacturer’s specification & drawing 30 mm thick plain PVC door shutters.

Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately). Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)

Page 89: estimate of G+3 with basement as parking residential building

Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2coarse sand : 4 graded stone aggregate 20 mm nominal size),foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size), inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg(weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 5.0Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2coarse sand : 4 graded stone aggregate 20 mm nominal size),foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size), inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg(weight of cover 58 kg and weight of frame 58 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 5.0

Page 90: estimate of G+3 with basement as parking residential building

Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for styles and 15x15mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture . M.S. frame covered with5mm thick heat moulded PVC 'C' channel of size 30mm thickness, 70mmwidth out of which 50mm shall be flat and 20mm shall be tapered in 45degreeangle on both side forming styles; and 5mm thick, 95mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel.10mm (5mm x 2 ) thick, 20mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail. paneling of 5mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7mm(5mm+2mm) thick x 15mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5mm thick PVC strip of20mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge. Manufacturer’s specification & drawing 30 mm thick plain PVC door shutters.

Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately). Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)

Page 91: estimate of G+3 with basement as parking residential building

Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2coarse sand : 4 graded stone aggregate 20 mm nominal size),foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size), inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg(weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 5.0Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2coarse sand : 4 graded stone aggregate 20 mm nominal size),foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size), inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg(weight of cover 58 kg and weight of frame 58 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 5.0

Page 92: estimate of G+3 with basement as parking residential building

Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for styles and 15x15mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture . M.S. frame covered with5mm thick heat moulded PVC 'C' channel of size 30mm thickness, 70mmwidth out of which 50mm shall be flat and 20mm shall be tapered in 45degreeangle on both side forming styles; and 5mm thick, 95mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel.10mm (5mm x 2 ) thick, 20mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail. paneling of 5mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7mm(5mm+2mm) thick x 15mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5mm thick PVC strip of20mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge. Manufacturer’s specification & drawing 30 mm thick plain PVC door shutters.

Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately). Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)

Page 93: estimate of G+3 with basement as parking residential building

Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2coarse sand : 4 graded stone aggregate 20 mm nominal size),foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size), inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg(weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 5.0Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2coarse sand : 4 graded stone aggregate 20 mm nominal size),foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size), inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg(weight of cover 58 kg and weight of frame 58 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 5.0

Page 94: estimate of G+3 with basement as parking residential building

Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for styles and 15x15mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture . M.S. frame covered with5mm thick heat moulded PVC 'C' channel of size 30mm thickness, 70mmwidth out of which 50mm shall be flat and 20mm shall be tapered in 45degreeangle on both side forming styles; and 5mm thick, 95mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel.10mm (5mm x 2 ) thick, 20mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail. paneling of 5mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7mm(5mm+2mm) thick x 15mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5mm thick PVC strip of20mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge. Manufacturer’s specification & drawing 30 mm thick plain PVC door shutters.

Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately). Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)

Page 95: estimate of G+3 with basement as parking residential building

Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2coarse sand : 4 graded stone aggregate 20 mm nominal size),foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size), inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg(weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 5.0Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2coarse sand : 4 graded stone aggregate 20 mm nominal size),foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size), inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg(weight of cover 58 kg and weight of frame 58 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 5.0

Page 96: estimate of G+3 with basement as parking residential building

Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for styles and 15x15mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture . M.S. frame covered with5mm thick heat moulded PVC 'C' channel of size 30mm thickness, 70mmwidth out of which 50mm shall be flat and 20mm shall be tapered in 45degreeangle on both side forming styles; and 5mm thick, 95mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel.10mm (5mm x 2 ) thick, 20mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail. paneling of 5mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7mm(5mm+2mm) thick x 15mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5mm thick PVC strip of20mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge. Manufacturer’s specification & drawing 30 mm thick plain PVC door shutters.

Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately). Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)

Page 97: estimate of G+3 with basement as parking residential building

Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for styles and 15x15mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture . M.S. frame covered with5mm thick heat moulded PVC 'C' channel of size 30mm thickness, 70mmwidth out of which 50mm shall be flat and 20mm shall be tapered in 45degreeangle on both side forming styles; and 5mm thick, 95mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel.10mm (5mm x 2 ) thick, 20mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail. paneling of 5mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7mm(5mm+2mm) thick x 15mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5mm thick PVC strip of20mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge. Manufacturer’s specification & drawing 30 mm thick plain PVC door shutters.

Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately). Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)

Page 98: estimate of G+3 with basement as parking residential building

Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for styles and 15x15mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture . M.S. frame covered with5mm thick heat moulded PVC 'C' channel of size 30mm thickness, 70mmwidth out of which 50mm shall be flat and 20mm shall be tapered in 45degreeangle on both side forming styles; and 5mm thick, 95mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel.10mm (5mm x 2 ) thick, 20mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail. paneling of 5mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7mm(5mm+2mm) thick x 15mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5mm thick PVC strip of20mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge. Manufacturer’s specification & drawing 30 mm thick plain PVC door shutters.

Page 99: estimate of G+3 with basement as parking residential building

Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for styles and 15x15mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture . M.S. frame covered with5mm thick heat moulded PVC 'C' channel of size 30mm thickness, 70mmwidth out of which 50mm shall be flat and 20mm shall be tapered in 45degreeangle on both side forming styles; and 5mm thick, 95mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel.10mm (5mm x 2 ) thick, 20mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail. paneling of 5mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7mm(5mm+2mm) thick x 15mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5mm thick PVC strip of20mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge. Manufacturer’s specification & drawing 30 mm thick plain PVC door shutters.

Page 100: estimate of G+3 with basement as parking residential building

Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for styles and 15x15mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture . M.S. frame covered with5mm thick heat moulded PVC 'C' channel of size 30mm thickness, 70mmwidth out of which 50mm shall be flat and 20mm shall be tapered in 45degreeangle on both side forming styles; and 5mm thick, 95mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel.10mm (5mm x 2 ) thick, 20mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail. paneling of 5mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7mm(5mm+2mm) thick x 15mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5mm thick PVC strip of20mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge. Manufacturer’s specification & drawing 30 mm thick plain PVC door shutters.