Rural Development And Panchayat Raj Department Tender

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Rural Development And Panchayat Raj Department Tender

Eprocure
Opening Date15 Feb 2019
Closing Date21 Feb 2019
Tender Amount₹ 29,90,000 
Notes
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Costs

Summary

Tirunelveli District Sfc District Panchayat Fund 2018-19 Providing Drinking Water Supply System By Construction Of New Open Well At Avarantha Tank And Extension Of Pipeline To Madathur Oht In Sivanadanoor Panchayat Of Keelapavoor Panchayat Union

Description

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BOQ Items

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DO_NOT_SHOW

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Open well Excavation Complying with Relevant Clauses of TNBP Well Sinking and with Lead up to 10m in Soft Disintegrated Rock, Laterite, Soft Rock or Kankar not requiring Blasting (and excluding bailing out of water) etc., complete.

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2nd Depth from 2m - 4m

100.57

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3rd Depth from 4m - 5m

50.29

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Open well Excavation Complying with Relevant Clauses of TNBP Well Sinking and with Lead up to 10m in Medium Rock and Dense Medium Rock not requiring Blasting (and excluding bailing out of water) etc., complete.

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3rd Depth from 5m - 6m

19.64

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4th Depth from 6m - 7m

19.64

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Open well Excavation Complying with Relevant Clauses of TNBP Well Sinking and with Lead up to 10m in Medium Rock and Dense Medium Rock requiring Blasting (and excluding bailing out of water) etc., complete.

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4th Depth from 7m - 8m

19.64

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5th Depth from 8m - 10m

39.29

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Open well Excavation Complying with Relevant Clauses of TNBP Well Sinking and with Lead up to 10m in Hard granite Measured in soild including Blasting and stacking (and excluding bailing out of water) etc., complete.

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6th Depth from 10m - 12m

39.29

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7th Depth from 12m - 14m

39.29

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8th Depth from 14m - 16m

39.29

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9th Depth from 16m - 18m

39.29

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10th Depth from 18m - 20m

39.29

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11th Depth from 20m - 22m

39.29

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Cement concrete 1:4:8 mix using 40mm ISS HBG metal including all cost and conveyance and all labour charges etc., complete

2.03

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Centering charges for RCC works including all cost and conveyance all materials to site etc., complete.

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For Side wall (-5.300 to -4.300m) (ie., from 5m Below GL to 4.30m Below GL)

25.3

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For Side wall (-4.300 to -3.300m) (ie., from 4.30m Below GL to 3.3m Below GL)

36.14

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For Side wall (-3.300 to 0.000m) (ie., from 3.30m Below GL to 0.0m GL)

119.27

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For Side wall (0.000m to +1.500m) (Above GL)

54.21

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Supplying and fabrication of steel including all cost and conveyance and all labour charges for cutting, bending, tieing and placeing in position etc., complete.

10.52

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RCC 1:1.5:3 mix using 20mm ISS HBG metal including all cost and conveyance and all labour charges etc., complete excluding cost of steel without centering.

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4.50m to 9.00m Below GL (ie., -4.85 to -4.50m)

2.62

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1.50m to 4.50m Below GL (ie., -4.50 to -1.50m)

10.84

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0.00m to 1.50m Below GL (ie., -1.50 to 0.00m)

5.42

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Above GL (+0.000 - +1.500m)

5.42

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Supplying and filling with excavated earth including cost and conveyance and all labour charges such as watering and ramming etc., complete as per standard specification.

120.39

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Hire charges for diesel pumpset above 3 HP to 7.5 HP with fuel and crew charges including transportation etc complete. (Hard Granite depth 15m x 15 hours/m)

38

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SUB ESTIMATE I

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Supply and Delivery of 3 Phase Wet Type Openwell Submercible Pump Set With Duty Condition ( 500 M x 50m )

1

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Supply and Delivery of panel Board (Three Phase) for 7.5 HP Pump Set

1

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Supply and Delivery of MS KIOSK (0.75x0.45x0.75)

2

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Supply and Delivery of 50mm GI Pipe

24

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Supply delivery of 4sq.mm copper flat submersible Cable

30

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Labour charges for erection of submersible pump set etc complete

1

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SUB ESTIMATE II

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S/D of 90mm PVC 6 KSC Pipe etc., complete

2256

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S/D of 80mm GI Pipe etc., complete

30

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Earth work excavation with an initial lead and lift in hard stiff clay, black cotton, hard red earth, sub murram gravel, stone and earth mixed boulders including Refilling with excavated earth as per SS20B for pipe laying work.

1421.28

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Refilling with excavated earth including all cost of materials and all labour charges etc., complete.

1406.92

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Labour charges for Laying of GI, PVC rigid pipes with lead of 200m lowering into trench, laying in proper grade, alignment, jointing PVC coupler with specials and tested to the required pressure including conveyance of water upto 1km lead during the testi

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80mm GI Pipes

30

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90mm 6 KSC PVC Pipes

2256

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SUB ESTIMATE III

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Supplying and Delivery of I Beam of 200mmx100mm (1080mm Thick ) etc., complete.

299.72

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Supplying and Delivery of MS Angle 750x50x6 for Occurframe and Cross Stations etc., complete.

656.53

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Supplying and Delivery of GI Sheet of 1.60mm Thick 50x50x6 for Occurframe and Cross Stations etc., complete.

27.35

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Labour Charges for MS Iron Works Including Welding and Fixing in Open Well

956.25

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Painting Two Coats of GI Sheet and I Beam, MS Angles etc., Complete

27.35

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