Sewage And Infrastructure Development Corporation Of Goa Limited Tender

Take tender evaluation notes for Goa SIDCGL Tender

Sewage And Infrastructure Development Corporation Of Goa Limited - SIDCGL Tender

Works
Civil And Construction
Pipe Line Project
Eprocure
Opening Date22 Apr 2025
Closing Date30 Apr 2025
Tender Amount₹ 44,17,715 
Notes
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Costs

  • EMD

    ₹ 88,355
  • Document Cost

    ₹ 6,000
  • Tender Fee

    ₹ 6,000

Description

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BOQ Items

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DO_NOT_SHOW

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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 plugging after completion of the said work and making way for the smooth flow of sewage as directed by Engineer-in-charge.

2

14002

28004

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2.10m to 2.40m

36

1452

52272

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1.80m to 2.10m

36

1335

48060

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Earthwork in excavation over areas in saturated soil (exceeding 0.30 m depth up to a depth of 0.60 m) including disposal of excavated earth,upto a lift of 1.5 m & within a lead of 50m to be neatly dressed leveled, as directed by the Departmental Officer. excluding planking, timbering in trenches and dewatering. Extra for earthwork excavated in saturated soil for every 0.30 m. depth or part thereof over 0.60 m. depth. Extra for additional depth of 1.5 m or part thereof in saturated soil . For Bypass of existing sewer line 250 mm dia

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-

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250 mm Dia HDPE

25

174

4350

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250 mm Dia HDPE

150

1983

297450

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Cutting the bituminous road for laying the pipeline in trenches for a width of 0.6m including labour, tools, etc. and disposing the excavated excess material from the trench to a distance of 1000 metres, including making level the trench surface by utilising the serviceable material to the level of the top surface 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 in charge. Rural Roads

30

410

12300

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1.50m to 1.80m

36

1218

43848

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Add extra for excavation in or under water and on liquid mud including cost of pumping and complete (extra rate per cu.m. of excavation qty. in saturated soil strata considering actual water table level during the construction as datum )

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-

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Excavation work up to 1.5m depth from datum (measured from saturated soil/ strata level).

108

448

48384

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0.60 to 0.90m

36

806

29016

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Conveying carefully from stack at site, 250m from both sides rolling and lowering in trenches, laying true to line and level and perfect linking for joints for P.V.C / H.D.P.E complete in all respects as per the direction of the engineer in-charge

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-

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Providing 2mm thick M.S clamp welded with ISA 25x25x6mm at ends including appliation of bonding solution such as SR solvent of fevicol or Dr fixit or any other equivalent product including fixing with necessary nut, bolts and applying a coat of red oxide etc. complete as per directed by Engineer-in-charge. 250 mm Dia

10

1635

16350

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2.40m to 2.70m

36

1569

56484

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3) 1500mm dia x 2300 to 2500mm depth

2

274135

548270

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For works of depth up to 1.50 m

450

689

310050

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0.90m to 1.20m

36

923

33228

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

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-

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Excavation work upto 3.00m. depth from datum (measured from saturated soil/ strata level).

144

781

112464

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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.

233.58

245

57226.7

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Supplying, of HDPE pipes at store or site of work including loading unloading, stacking, transit insurance etc. complete bearing ISI mark & conforming to IS: 14333- 2022 & made from PE 100 resin Class IV (6 kg/cm2)

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-

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250 mm Dia HDPE

150

10

1500

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Providing and laying in design & pattern factory made chamfered edge Cement Concrete paver blocks ( C. C. paver blocks) of M35/M40 strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of fine sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with river/manufactured sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. complete as per manufacturer’s specifications & direction of Engineer. b.60mm thick with Red/ Black colour (M35 grade)

75

1122

84150

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for works of depth of upto 3.0 m

900

835

751500

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a.Manhole upto 2.00m depth

3

1124

3372

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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

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-

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Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.

45

2211

99495

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4) 1500mm dia x 2500 to 3000mm depth

2

321597

643194

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TRANSPORTATION AND CARRIAGE OF MATERIALS( A) By tipper truck including loading, unloading and stacking ( ii ) Earth

90.42

398

36061.05

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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

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-

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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 : 250 mm dia

38.06

6810

259203.92

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1) 1200mm dia x upto 2000mm depth

1

170389

170389

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

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-

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b.Manhole upto 3.00m depth

1

1148

1148

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Hiring of grabber including Driver, Diesel, oil labour etc.

1

8800

8800

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1.2m to 1.50m

36

1040

37440



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