Sewage And Infrastructure Development Corporation Of Goa Limited Tender

View complete overview of Goa SIDCGL Tender

Sewage And Infrastructure Development Corporation Of Goa Limited - SIDCGL Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date25 Mar 2023
Closing Date3 Apr 2023
Tender Amount₹ 17,96,526 
Notes
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Costs

  • EMD

    ₹ 35,930
  • Document Cost

    ₹ 3,000
  • Tender Fee

    ₹ 3,600

Description

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BOQ Items

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Depth from 0.60 to 0.90m

13.5

11842

877.2

... More
Depth from 0.90 to 1.20m

13.5

13124

972.2

... More
Depth from 1.20 to 1.50m

13.5

14407

1067.2

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Depth from 1.50 to 1.80m

13.5

15689

1162.2

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Depth from 1.80 to 2.10m

13.5

16972

1257.2

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Supplying of HDPE pipes at store or site of work including railway freight, carting, loading, unloading, stacking etc. complete bearing ISI mark & confirming to IS : 4984 - 1995 & made from Resin class IV(6kg/cm2). 315 mm dia

30

150768

5025.6

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Closed planking in trenches including strutting and shoring packing cavaties (wherever required) complete for sewerage works in saturated soil strata

240

355968

1483.2

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Refilling the pipeline/foundation trenches plinth sides,foundation etc with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 m and all lifts and disposal of surplus earth directed by Engineer-in-charge

140.42

30667

218.4

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Cutting the bituminous road for laying the pipeline in trenches including labour, tools etc, and disposing the excavated excess material from the trench to a distance of 1000 meters, including making level the trench of road, by compacting, watering ramming with rolling with road roller after completion of laying of pipe and refilling the trenches etc. complete as per the direction of engineer incharge.

45

23868

530.4

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Construction of Composite type Manholes of various diameters and depth , as per the detailed specification of items of work annexed with vii) 1500mm dia x 4000 to 4500mm depth .

1

463810

463810

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Providing and laying in position cement concrete below foundation M15(1:2:4) (1 cement : 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40 m nominal size) excluding cost of centering, shuttering and finishing :

16.91

116775

6904

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Repairs and reinstatement to the road for trenches made by laying water supply pipeline, by removing the refilled material in the trench for the total depth of 0.42m and making good the road surface by providing laying rollling by road roller compacting for laterite soling 30cm thick, two layer of full grout of 50mm thick each, tack coat and open graded premix carpet of 20mm thickness as per specifications mentioned in item nos 14086, 14093, 14051 & 14068 of road GSR respectively, complete as per the direction of the engineer incharge

45

66744

1483.2

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Jointing of HDPE pipes by heating the two ends of the pipe with electrically heated mirror, to the required temperature, including the hire charges of heating mirror and the generator set for the electricity for the heating mirror etc complete as per the direction of the engineer in- charge 315 mm dia

5

1476

295.2

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Carriage of Materials

19.33

3988

206.4

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Pumping of sewage Using 3 no 5 HP pumps

384

327168

852

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Making of connection forMH No 1 to New NTM MH 106 with braking of concrete ,steel ,brick work and

2

37220

18610

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Plugging of manhole both from upstream and pumping of Sewage from upstream or downstream sides while carrying out rectification of the Sewerlines /removing chokeup with sand bags and removing the same pluggings after completion of the said work and making way for the smooth flow of sewage as directed by Enginneer-in-charge

2

28598

14299.2

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Providing Mud Sucker/tanker when the manhole are full with swerage for desilting the silt deposits from manholes for sucking and disposed of the same for Using including necessary arrangements as directed by the Engineer-in-charge

24

44352

1848

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Desilting the gritty and silt deposits from manholes as and when necessary arrangements for lifting the deposits taking out and disposal within 5 K.m.s. as directed by the Engineer-in-charge

10

30320

3032



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