Directorate Of Urban Local Bodies Tender

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Directorate Of Urban Local Bodies Tender

Works
Eprocure
Opening Date5 Feb 2025
Closing Date11 Feb 2025
Tender Amount₹ 33,77,079 
Notes
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Costs

Summary

Shitalmaupumphousewithsabmershibal

Description

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BOQ Items

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Bituminous Road

90

1608

144780.3

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B.O.E. Road

87

350

30450

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Excavation of earth for laying of pipe trenches in ordinary soil with lead upto 50 meter and left upto 1.5 metre and filling after laying of pipe line with watering ramming and disposal of surplus earth etc. comp.

-

-

-

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60% Ordinary soil

1143

209

238932.72

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40% Conkar moorang etc

762

243

185234.58

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Carting of pipe and specail upto 8 km or in munisipal etc

-

-

-

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Carting of pipe and specail upto 8 km or in munisipal etc. (140 mm Dia HDPE)

386

51

19705.3

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Carting of pipe and specail upto 8 km or in munisipal etc. (110 mm Dia HDPE)

500

46

23465

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Carting of pipe and specail upto 8 km or in munisipal etc. (90 mm Dia HDPE)

2000

42

84680

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Supply & Laying of mm Dia HDPE pipe ISI Marked mm Dia 6 kg/cm2 for Destination with insorence with loading comp.

-

-

-

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140 mm Dia 6kg/cm2 HDPE Pipe

386

595

229670

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110 mm Dia 6kg/cm2 HDPE Pipe

500

369

184500

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90 mm Dia 6kg/cm2 HDPE Pipe

2000

254

508000

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Supply & Laying of HDPE Pipe ISI Marked mm dia OD 6 kg/cm2 for Destination with insorence with loading unloading comp.

-

-

-

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Supply of HDPE Specials confirmation to ISS Sutaible for above HDPE Pipe F.O.R. Destination Including all taxes and insurance ( 5% Cost of item no 5) Rs.922170

46108

1

46108

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Making House Connection with grouting of indivisul house hold as per departmental type design including supply of GI Pipe medium Class B approved brand of UPJN 15 mm Dia (2.0m length) and MDPE pipe (GRADE p-80) 20mm Dia medium, qulity up to 20 meter distance length MDPE Saddle Brass Ferrule Nipple Elbow Socet Tee and bib cock and fitting connection etc complete lncluding dismentling completion fo work all as by engineer-in-charge

110

2800

308000

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Estimate for construction of mini tubewell

-

-

-

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Transportaion of Righ Machine and its T&P from on site to other of T.W. (say 25 km) through department truck

-

-

-

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Shifting of Rig machine Tocing & back to store

1

50

50

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Caritng of Rig machine T&P in two trip and return back to store

100

15

1520

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Logind &Unloding fo above

4

450

1800

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Transportaion of T.W Assembly

-

-

-

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Cortage of T.W. Assembly in 2 trip

100

15

1520

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Loading & Unloading of T.W. assembly

4

450

1800

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Transportaion of 250 PSI compressor & its T&P from previous site of this site of T.W. (say 25km)

-

-

-

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Toeing of compressor by tractor

50

22

1125

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Cartage of T&P of compressor

50

15

760

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Loading & Unloading of above

2

450

900

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Transportaion of o.p.unit T.W. site (say 25km)

-

-

-

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Toeing of O.P. unit and return back

50

22

1125

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Cartage of O.P. unit and return back

50

15

760

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Loading & Unloading of above

2

450

900

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Drilling of T.W. Bore

-

-

-

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Erection of Rig machine and its T&P

1

6600

6600

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Dismantling of Rig Machine and T&P

1

3250

3250

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Drilling and resming of 50/400 mm dia D.C. bore from OM BGL to 110 m BGL

120

950

114000

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Supply of T.W. Assembly

-

-

-

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200 mm dia housing pipe 7.1 mm thick

45

2500

112500

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200 x 150 mm dia reducer 16mm thick

1

1200

1200

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150 mm dia M.S. plain pipe 7.1 mm thick

36

1900

68400

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150 mm dia M.S. slotted pipe 7.1 mm thick

27

2300

62100

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200 mm M.S. socket

1

700

700

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150 mm dia bail plus with hook

1

450

450

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200 mm dia M.S. clamp

1

2100

2100

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150 mm well cap

1

350

350

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200 mm M.S. Ring

9

525

4725

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150 mm M.S. Ring

14

400

5600

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Tube well supporting grider

1

4500

4500

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Lowering of T.W. assembly

-

-

-

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200 mm dia houseing pipe G.L.T. 45m BGL

45

160

7200

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150 mm dia 45 MBGL to 110 MBGL

65

134

8710

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Painting of tubewell assembly by black anticorrosive paint

1

2000

2000

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Development of T.W. by 250 PSI Air Compressor

-

-

-

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Enstalation of compressor

1

4500

4500

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Development of 250 PSI Air Compressor

30

1950

58500

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Dismantling of above

1

2050

2050

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Development of Tubwell O.P. Unit

-

-

-

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Enstalation of O.P. Unit

1

7500

7500

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Development of T.W. by O.P. unit

70

920

64400

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Dismantling of above

1

3750

3750

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Testing of Yield and verticall

1

1000

1000

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Supply of Pea Gravel (1.6mm to 4.8mm) Lalkunwan

30

2900

87000

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Pumping Plant

-

-

-

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Cleas water submersible pump comple with electric motor capable of to operate on 380/420 volts with following duties (ISI Mark) Discharge 600 LPM, Head 45 M, H.P. of motor 10.0

1

75000

75000

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Automatic operator auto transformer starter with TPIC switch fuse unit for above moter

1

25000

25000

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Supply and wring of Submersable with coper cable SI no 291

15

700

10500

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Supply and fixing of 63 Amps. Cut-out and Board complete

1

1500

1500

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Main pipeing and valves and suitable size of column pipe

1

70000

70000

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Installation & Commissioning and testing of pumping plant

1

6000

6000

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Estimate Pump House

-

-

-

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Earth work in ecavation in trenches for foundation in ordinary soil including lift upto 1.5m lead upto 50m and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer in charge within a distance of 50m For RCC Piller For wall

14.11

105

1481.55

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P.C.C 1:6:12 cement fine sand brick blast i/c all comp. SI no 273 for R.C.C Piller (a) For Rcc Piller (b) For wall ( C) for aproon (e)ramp

5.05

3620

18281

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R.C.C. 1:1.5:3 cement corse sand and stone grite 20 mm i/c all comp S.I. no 284 For R.C.C Piller raft (a) For R.C.C. Roft of Piller (b) For Piller ( C) For Plinth Beem (d) For Linter Beem (e ) For Slam

4.25

8650

36762.5

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M.S Tor in R.C.C. work SI No 504

3.34

6150

20541

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M-150 Frist class Brick Work 1:4 cement and fine sand i/c all comp S.I No 305 (a) Below plinth beem (b) above plinth beem (c ) Dedection for door (d) dedection for window (e) for pully chain wall

13.14

5289

69497.46

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12 MM thick plaster cement and fine sand i/c all comp

86.4

171

14774.4

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Supply and fixing of MS angle for pully

5

6350

31750

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P/l of P.C.C. 1:2:4 i/c sand & S.Grite 20mm i/c all comp S.I. No 289

7.51

7000

52570

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P/l of color on Palter Aria

86.4

75

6480

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S/f of pvc water tank

5000

7

37500

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S/F of Window

1

3000

3000

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S/F of door

1

4000

4000

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S/F of electrification

1

5000

5000

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S/F of Fan

1

2000

2000

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S/F gatewall , albow, tee, pvc pipe, inlet pipe, outlet pipe and other plumbering item

1

10000

10000



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