bhushan steels 45kl tank installation (07.03.11)

S.No. ITEM DESCRIPTION No. QTY. UNIT

I SITE DEVELOPMENT WORKS :

1 Earthwork for Fencing Poles 75 0.60 0.60 0.750 20.25 Cu.M.

2 P.C.C. 1:2:4 for Grouting & Poles 75 0.45 0.45 0.900 13.67 Cu.M.

3 75 2.00 5.800 870.00

Structural steel for gate 3 4.50 2.00 25.000 675.001545.00 Kg

4 Barbed wire fencing 13 155.00 2015.00Diagonals at every pole (75x2 = 150) 150 4.00 600.00

2615.00 Rmt

5 P.C.C. 1:3:6 for Gates foundation 6 1.35 1.35 0.100 1.091 8.00 0.60 0.100 0.48

1.57 Cu.M.

6 R.C.C. 1:1.5:3 for gates foundation 6 1.20 1.20 0.250 2.16for cooler 6 0.30 0.30 2.700 1.46

3.62 Cu.M.

7 Reinforcement steel 1.00 M.T.

8 1 10.25 4.50 0.230 10.61

DETAILED BILL OF QUANTITIES AND ESTIMATE FOR HPCL, BHUBANESWAR REGIONAL OFFICE, 2x45KL TANK INSTALLATION WORKS AT M/s. BHUSHAN STEEL LIMITED, DHENKANAL,

ORISSA.

LENGTHIN 'M'

BREADTHIN 'M'

DEPTHIN 'M'

Structural steel for fencing Poles ISA 65x65x6

230Thk. Soling for Tanker Unloading platform and approach

at HSD diesel pump 1 6.00 3.00 0.230 4.14Approach in S - W 1 6.00 15.00 0.230 20.70Loading bay for concrete apron 1 22.00 12.50 0.230 63.25Before office building 1 7.00 5.00 0.230 8.05

106.75 Cu.M.

9 WBM 2 Layers 1 10.25 4.50 46.131 6.00 3.00 18.001 22.00 12.50 275.001 7.00 5.00 35.00

Approach out on S - W 1 15.00 6.00 90.00464.13 Sq.M.

10 1 9.00 4.00 0.150 5.40 Cu.M.

11 230thk. Brick Masonry 1 80.00 0.23 0.750 13.80 Cu.M.

12 15Thk. Plastering 1 80.00 0.23 18.40Gate top 6 0.38 0.38 0.84Gate pillers 2 80.00 0.45 72.00

24 2.50 60.00151.24 Sq.M.

13 White cement paint 151.24 Sq.M.

INSTALLATION OF 2x45KL ABOVE GROUND TANK CIVIL WORKS

1

R.C.C. 1:2:4 Tank truck unloading platform

Earthwork for tank supports pedestals foundation

6 4.50 1.50 1.800 72.90

Earthwork for dyke walls 2 21.00 1.20 1.500 75.602 7.70 1.20 1.500 27.72

for Pump foundations 2 2.50 1.35 0.900 6.08182.30 Cu.M.

2 230thk. Soling for T / floor 6 4.50 1.50 0.230 9.32Inside tanks / far 1 21.00 7.70 0.150 24.26for Pump foundations 2 2.50 1.35 0.230 1.55

35.12 Cu.M.

3 Sand filling 6 4.50 1.50 0.150 6.082 7.70 1.20 0.150 2.772 21.00 1.20 0.150 7.56

inside dyke 1 21.00 7.70 0.100 16.17for pump foundations 2 2.50 1.35 0.150 1.01

33.59 Cu.M.

4 P.C.C. 1:3:6for T / Foundations 6 4.50 1.50 0.150 6.08

2 21.00 1.20 0.100 5.042 7.70 1.20 0.100 1.85

for pump foundations 2 2.50 1.35 0.150 1.01inside dyke 1 21.00 7.50 0.125 19.69

33.66 Cu.M.

Due to loco moment impact load of loco movement on surrounding soil to be considering. depth more is considered to minimise impact load pressure & settlements

5 R.C.C. 1:1.5:3 T/Supporting foundations 6 4.00 1.35 0.600 19.44Pedestals 6 4.00 0.30 2.000 14.40Saddle portion 6 4.00 0.30 0.750 5.40dyke wall foundation 2 21.00 0.90 0.450 17.01

2 7.50 0.90 0.450 6.08walls 2 21.00 0.30 3.000 37.80

2 7.50 0.30 3.000 13.50Pump foundations 2 2.00 1.50 0.750 4.50

118.13 Cu.M.

6 Reinforcement steel M.T.

7 P.C.C. 1:2:4 flooring inside dyke 1 21.00 7.50 0.125 19.69 Cu.M.

8 Plastering to R.C.C. walls 12 4.00 1.750 84.00sides 12 0.30 1.75 6.30Top 12 0.30 0.50 1.80Dyke wall 4 21.00 2.500 210.00

4 7.50 2.500 75.002 21.00 0.30 12.602 7.50 0.60 9.00

398.70 Sq.M.


10 2.00 NosInstallation of 45Kl tank on Above ground pedestal

11 Hydrotesting of tanks 2.00 Nos

12 2.00 Nos

13 2.00 Nos

OFFICE BUILDING1 Earthwork in for R.C.C. Columns 6 1.50 1.50 1.800 24.30 Cu.M.

2 Soling 6 1.50 1.50 0.230 3.111 3.50 5.00 0.230 4.03

7.13 Cu.M.

3 Sand filling 6 1.50 1.50 0.100 1.351 5.00 3.50 0.100 1.75

3.10 Cu.M.

4 P.C.C. 1:3:6 6 1.50 1.50 0.100 1.351 5.00 3.50 0.125 2.19

3.54 Cu.M.5 R.C.C. 1:1.5:3

for foundations 6 1.35 1.35 0.450 4.92for columns 6 0.23 0.30 5.000 2.07for Plinth beams 2 6.00 0.23 0.300 0.83

Supply and applying of 2 coats of primer (red oxide)

Supply and applying of 2 coats of enamel paint

2 4.00 0.23 0.300 0.55for Lintel beams 2 6.00 0.23 0.230 0.63

2 4.00 0.23 0.230 0.42for Roof beams 2 6.00 0.23 0.300 0.83

3 4.00 0.23 0.300 0.83for Roof slab 1 7.00 5.50 0.125 4.81

15.90 Cu.M.

6 Reinforcement steel M.T.

7 Brick masonry walls 2 5.50 0.23 3.500 8.862 3.96 0.23 3.500 6.38

Deductionsdoors -1 1.00 0.23 2.100 -0.48Windows -4 1.35 0.23 1.350 -1.68Parapet wall 2 7.00 0.23 0.450 1.45

2 5.50 0.23 0.450 1.1415.66 Cu.M.

8 Inside plastering 2 3.50 3.000 21.002 5.00 3.000 30.00

51.00 Sq.M.

9 Ceiling Plastering 1 7.00 5.50 38.50 Sq.M.

10 External plastering 2 5.50 3.500 38.502 3.96 3.500 27.72

Parapet walls 4 7.00 0.450 12.602 7.00 0.23 3.224 5.50 0.450 9.902 5.50 0.23 2.53

Sunshades top & bot 8 1.50 0.75 9.00Door 2 1.20 0.900 2.16Windows sill portion 4 1.50 0.10 0.60

8 0.55 0.10 0.441 1.20 0.10 0.122 0.90 0.10 0.18

Deductions 4 1.35 1.350 7.291 1.20 2.100 2.52

116.78 Sq.M.


12 Colour snow cem outside 116.78 Sq.M.

13 OBD inside 51.00 Sq.M.

14 P.C.C. 1:2:4 for Flooring 1 5.00 3.50 0.100 1.75 Cu.M.

15 Hard top flooring 1 5.00 3.50 17.50Steps 3 1.35 0.30 1.22

3 1.35 0.150 0.6119.32 Sq.M.

16 Aluminium sliding window 4 1.35 1.350 7.29 Sq.M.

17 Partly glazed and partly panelled door 1 1.20 2.100 2.52 Sq.M.

18 4" dia rainwater pvc pipes 2 3.50 7.00 Rmt

ELECTRICAL WORKS

19 Light & Fan points 6.00 Nos20 5A switches 3.00 Nos21 15 Amps A.C. points 2.00 Nos22 32 Amps MDB 1.00 Nos23 4X2.5 Sq.m. cable 60.00 Rmt24 48" Fan 2.00 Nos25 2X18 Watt CFL 4.00 Nos26 Tube lights (single tube) 2.00 Nos27 Earth pits 10.00 Nos28 10 SWG copper wire for earthing 200.00 Rmt29 25X3 copper flat earth for tanks 40.00 Rmt

INSTALLATION OF PUMPS

1 Construction of pump island 3 2.50 7.50 Rmt2 450 wide Pipe line trench 35.00 Rmt3 50 n/b suction lines 3 35.00 105.00

3 7.50 22.50127.50 Rmt

4 80 n/b suction header 15.00from u/l pump to tank inlet 1 21.00 21.00

1 7.50 7.50vents 2 4.50 9.00tank top header 2 3.00 6.00u/l point top 1 10.00 10.00vent pipes 2 3.00 6.00

74.50 Rmt5 Instalaltion of single pumps 3.00 Nos6 Instalaltion of Dual pumps 1.00 Nos7 3X2.5 Sq.m. cables 120.00 Rmt8 150 dia NP2 class Humepipe for cables 40.00 Rmt9 300 dia NP2 class hume pipes 20.00 Rmt

10 450x450 inspection chamber 3.00 Nos11 500.00 Kg12 4X2.5 Sq.m copper armoured cable 150.00 Rmt

13 2.00 Nos

14 2.00 Nos

15 TYPE - III Panel board 1.00 Nos16 3.00 Nos17 Supplying and fixing of 50n/b NRV 3.00 Nos18 7.00 Nos19 Supplying and fixing of 80n/b NRV 2.00 Nos

Sgtructural steel for chamber cover plates

Supplying and fixing of 16Amp TPN MCB for unloading pumps

Supplying and fixing of LFP push botton for unloading pumps

Supplying and fixing of 50n/b gate valves


20 2.00 NosInstallation of pumps, electrical connection, piping connection, valves, fixing, alignment of motor pumps, earthing connection all complete

S.No. ITEM DESCRIPTION QTY. UNIT

I SITE DEVELOPMENT WORKS :1 Earthwork for Fencing Poles 25.00 Cu.M. 180.00 4500.002 P.C.C. 1:2:4 for Grouting & Poles 15.00 Cu.M. 2800.00 42000.003 1.60 M.T. 65000.00 104000.004 Barbed wire fencing 2700.00 Rmt 450.00 1215000.005 P.C.C. 1:3:6 1.60 Cu.M. 2000.00 3200.006 R.C.C. 1:1.5:3 4.00 Cu.M. 4200.00 16800.007 Reinforcement steel 1.00 M.T. 40000.00 40000.008 230Thk. Soling 110.00 Cu.M. 900.00 99000.009 WBM 2 Layers 470.00 Sq.M. 175.00 82250.00

10 5.50 Cu.M. 3000.00 16500.0011 230thk. Brick Masonry 15.00 Cu.M. 3200.00 48000.0012 15Thk. Plastering 155.00 Sq.M. 180.00 27900.0013 White cement paint 155.00 Sq.M. 40.00 6200.00

PART - 1 TOTAL AMOUNT 1705350.00

II INSTALLATION OF 2x45KL ABOVE GROUND TANK CIVIL WORKS1 Earthwork in excavation 185.00 Cu.M. 180.00 33300.002 230thk. Soling 36.00 Cu.M. 900.00 32400.003 Sand filling 35.00 Cu.M. 1150.00 40250.004 P.C.C. 1:3:6 34.00 Cu.M. 2000.00 68000.005 R.C.C. 1:1.5:3 120.00 Cu.M. 4200.00 504000.006 Reinforcement steel 14.00 M.T. 40000.00 560000.007 P.C.C. 1:2:4 flooring inside dyke 20.00 Cu.M. 2800.00 56000.008 Plastering to R.C.C. walls 400.00 Sq.M. 180.00 72000.009 White cement paint 400.00 Sq.M. 40.00 16000.00

10 2.00 Nos 12000.00 24000.00

11 Hydrotesting of tanks 2.00 Nos 9000.00 18000.00

12 2.00 Nos 3500.00 7000.00

13 2.00 Nos 6500.00 13000.00

PART - II TOTAL AMOUNT 1443950.00

III OFFICE BUILDING1 Earthwork in for R.C.C. Columns 25.00 Cu.M. 180.00 4500.00

ABSTRACT BILL OF QUANTITIES AND ESTIMATE FOR HPCL, BHUBANESWAR REGIONAL OFFICE, 2x45KL TANK INSTALLATION WORKS AT M/s. BHUSHAN

STEEL LIMITED, DHENKANAL, ORISSA.

RATERs. - Ps.

AMOUNTRs. - Ps.

Structural steel for fencing Poles & Gates

R.C.C. 1:2:4 Tank truck unloading platform

Installation of 45Kl tank on Above ground pedestal



S.No. ITEM DESCRIPTION QTY. UNIT RATERs. - Ps.

AMOUNTRs. - Ps.

2 Soling 7.50 Cu.M. 900.00 6750.003 Sand filling 3.50 Cu.M. 950.00 3325.004 P.C.C. 1:3:6 3.60 Cu.M. 2000.00 7200.005 R.C.C. 1:1.5:3 16.00 Cu.M. 4200.00 67200.006 Reinforcement steel 2.00 M.T. 40000.00 80000.007 Brick masonry 16.00 Cu.M. 3200.00 51200.008 Inside plastering 51.00 Sq.M. 100.00 5100.009 Ceiling Plastering 40.00 Sq.M. 110.00 4400.00

10 External plastering 120.00 Sq.M. 180.00 21600.0011 White cement paint 210.00 Sq.M. 40.00 8400.0012 Colour snow cem outside 120.00 Sq.M. 60.00 7200.0013 OBD inside 51.00 Sq.M. 110.00 5610.0014 P.C.C. 1:2:4 for Flooring 2.00 Cu.M. 2800.00 5600.0015 Hard top flooring 20.00 Sq.M. 300.00 6000.0016 Aluminium sliding window 7.50 Sq.M. 5500.00 41250.0017 Partly glazed and partly panelled door 2.52 Sq.M. 3500.00 8820.0018 4" dia rainwater pvc pipes 7.00 Rmt 350.00 2450.00

PART - III TOTAL AMOUNT 336605.00

IV ELECTRICAL WORKS19 Light & Fan points 6.00 Nos 530.00 3180.0020 5A switches 3.00 Nos 350.00 1050.0021 15 Amps A.C. points 2.00 Nos 2700.00 5400.0022 32 Amps MDB 1.00 Nos 6500.00 6500.0023 4X2.5 Sq.m. cable 60.00 Rmt 200.00 12000.0024 48" Fan 2.00 Nos 2000.00 4000.0025 2X18 Watt CFL 4.00 Nos 0.0026 Tube lights (single tube) 2.00 Nos 1050.00 2100.0027 Earth pits 10.00 Nos 5500.00 55000.0028 10 SWG copper wire for earthing 200.00 Rmt 90.00 18000.0029 25X3 copper flat earth for tanks 40.00 Rmt 475.00 19000.00

PART - IV TOTAL AMOUNT 126230.00

V INSTALLATION OF PUMPS1 Construction of pump island 7.50 Rmt 5800.00 43500.002 450 wide Pipe line trench 35.00 Rmt 2000.00 70000.003 50 n/b suction lines 130.00 Rmt 750.00 97500.004 80 n/b suction header 75.00 Rmt 950.00 71250.005 Instalaltion of single pumps 3.00 Nos 1750.00 5250.006 Instalaltion of Dual pumps 1.00 Nos 1800.00 1800.007 3X2.5 Sq.m. cables 120.00 Rmt 250.00 30000.00

S.No. ITEM DESCRIPTION QTY. UNIT RATERs. - Ps.

AMOUNTRs. - Ps.

8 150 dia NP2 class Humepipe for cables 40.00 Rmt 525.00 21000.009 300 dia NP2 class hume pipes 20.00 Rmt 1350.00 27000.00

10 450x450 inspection chamber 3.00 Nos 5800.00 17400.0011 Structural steel for chamber cover plates 500.00 Kg 65.00 32500.0012 4x2.5 Sq.m copper armoured cable 150.00 Rmt 110.00 16500.00

13 2.00 Nos 1200.00 2400.00

14 2.00 Nos 1200.00 2400.00

15 TYPE - III Panel board 1.00 Nos 55000.00 55000.0016 3.00 Nos 4000.00 12000.0017 Supplying and fixing of 50n/b NRV 3.00 Nos 3500.00 10500.0018 7.00 Nos 9000.00 63000.0019 Supplying and fixing of 80n/b NRV 2.00 Nos 7000.00 14000.00

20 2.00 Nos 10000.00 20000.00

PART - V TOTAL AMOUNT 613000.00

GRAND TOTAL AMOUNT 4225135.00





Installation of pumps, electrical connection, piping connection, valves, fixing, alignment of motor pumps, earthing connection all complete

S.No. ITEM DESCRIPTION QTY. UNIT

I SITE DEVELOPMENT WORKS :1 Earthwork for Fencing Poles 25.00 Cu.M.2 P.C.C. 1:2:4 for Grouting & Poles 15.00 Cu.M.3 Structural steel for fencing Poles & Gates 1.60 M.T.4 Barbed wire fencing 2700.00 Rmt5 P.C.C. 1:3:6 1.60 Cu.M.6 R.C.C. 1:1.5:3 4.00 Cu.M.7 Reinforcement steel 1.00 M.T.8 230Thk. Soling 110.00 Cu.M.9 WBM 2 Layers 470.00 Sq.M.

10 R.C.C. 1:2:4 Tank truck unloading platform 5.50 Cu.M.11 230thk. Brick Masonry 15.00 Cu.M.12 15Thk. Plastering 155.00 Sq.M.13 White cement paint 155.00 Sq.M.

PART - 1 TOTAL AMOUNT

II INSTALLATION OF 2x45KL ABOVE GROUND TANK CIVIL WORKS1 Earthwork in excavation 185.00 Cu.M.2 230thk. Soling 36.00 Cu.M.3 Sand filling 35.00 Cu.M.4 P.C.C. 1:3:6 34.00 Cu.M.5 R.C.C. 1:1.5:3 120.00 Cu.M.6 Reinforcement steel 14.00 M.T.7 P.C.C. 1:2:4 flooring inside dyke 20.00 Cu.M.8 Plastering to R.C.C. walls 400.00 Sq.M.9 White cement paint 400.00 Sq.M.

10 2.00 Nos

11 Hydrotesting of tanks 2.00 Nos

12 2.00 Nos

13 2.00 Nos

PART - II TOTAL AMOUNT

III OFFICE BUILDING1 Earthwork in for R.C.C. Columns 25.00 Cu.M.

ABSTRACT BILL OF QUANTITIES FOR HPCL, BHUBANESWAR REGIONAL OFFICE, 2x45KL TANK INSTALLATION WORKS AT M/s. BHUSHAN STEEL LIMITED,

DHENKANAL, ORISSA.

RATERs. - Ps.

AMOUNTRs. - Ps.

Installation of 45Kl tank on Above ground pedestal



2 Soling 7.50 Cu.M.3 Sand filling 3.50 Cu.M.4 P.C.C. 1:3:6 3.60 Cu.M.5 R.C.C. 1:1.5:3 16.00 Cu.M.6 Reinforcement steel 2.00 M.T.7 Brick masonry 16.00 Cu.M.8 Inside plastering 51.00 Sq.M.9 Ceiling Plastering 40.00 Sq.M.

10 External plastering 120.00 Sq.M.11 White cement paint 210.00 Sq.M.12 Colour snow cem outside 120.00 Sq.M.13 OBD inside 51.00 Sq.M.14 P.C.C. 1:2:4 for Flooring 2.00 Cu.M.15 Hard top flooring 20.00 Sq.M.16 Aluminium sliding window 7.50 Sq.M.17 Partly glazed and partly panelled door 2.52 Sq.M.18 4" dia rainwater pvc pipes 7.00 Rmt

PART - III TOTAL AMOUNT

IV ELECTRICAL WORKS19 Light & Fan points 6.00 Nos20 5A switches 3.00 Nos21 15 Amps A.C. points 2.00 Nos22 32 Amps MDB 1.00 Nos23 4X2.5 Sq.m. cable 60.00 Rmt24 48" Fan 2.00 Nos25 2X18 Watt CFL 4.00 Nos26 Tube lights (single tube) 2.00 Nos27 Earth pits 10.00 Nos28 10 SWG copper wire for earthing 200.00 Rmt29 25X3 copper flat earth for tanks 40.00 Rmt

PART - IV TOTAL AMOUNT

V INSTALLATION OF PUMPS1 Construction of pump island 7.50 Rmt2 450 wide Pipe line trench 35.00 Rmt3 50 n/b suction lines 130.00 Rmt4 80 n/b suction header 75.00 Rmt5 Instalaltion of single pumps 3.00 Nos6 Instalaltion of Dual pumps 1.00 Nos7 3X2.5 Sq.m. cables 120.00 Rmt8 150 dia NP2 class Humepipe for cables 40.00 Rmt9 300 dia NP2 class hume pipes 20.00 Rmt

10 450x450 inspection chamber 3.00 Nos11 Structural steel for chamber cover plates 500.00 Kg12 4x2.5 Sq.m copper armoured cable 150.00 Rmt

13 2.00 Nos

14 2.00 Nos

15 TYPE - III Panel board 1.00 Nos16 Supplying and fixing of 50n/b gate valves 3.00 Nos17 Supplying and fixing of 50n/b NRV 3.00 Nos18 Supplying and fixing of 80n/b gate valves 7.00 Nos19 Supplying and fixing of 80n/b NRV 2.00 Nos

20 2.00 Nos

PART - V TOTAL AMOUNT

GRAND TOTAL AMOUNT

NOTE:

* Actual quantities shall be based on work done.* Contractor shall visit the site before quoting.



Installation of pumps, electrical connection, piping connection, valves, fixing, alignment of motor pumps, earthing connection all complete

* All quantities are approximate.

bhushan steels 45kl tank installation (07.03.11)

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