Zilla Panchayat Tender

Take tender evaluation notes for Goa Zilla Panchayat Tender

Zilla Panchayat Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date28 Mar 2025
Closing Date21 Apr 2025
Tender Amount₹ 7,46,436 
Notes
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Costs

  • EMD

    ₹ 16,591
  • Document Cost

    ₹ 5,000
  • Tender Fee

    ₹ 1,659

Summary

Construction Of Retaining Wall With Railing Near House Of Mathew Colaco At Mellaxint In V.p.quelossim In Ward No.3 In Cortalim Constituency

Description

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Providing and Fixing 'Name plate or plaque of granite stone slab1"to 3/4" thickness, black colur with engraving of letters 1" to 1/2" size in golden colours including bordering etc as directed by Engineer in charge Including carriage to site fixing on wall, masonry pedestal providing curtain rod, curtain ,All laour material etc complete."Size 0.60 m X 0.90 m".

0.5

21822

10911

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Providing and fixing 40 mm dia G.I. Pipe railing in 3 rows complete with G.I. Fittings incl. Painting of pipes and fittings with white paint of approved quality incl. A priming coat with a ready mixed primer for new works incl. Providing R.C.C. 1:2:4 rail posts of size 0.15 x 0.15 x 1.00 M with base of 0.25 x 0.25 x 0.3 m at every 2 mts intervals and double rail post with a bar drawings inclusive of cost of reinforcement etc. all complete including white wash washing of rail posts etc. all complete.

65

971

63115

... More
Providing and laying in position (1:11/2:3) Reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size)iii) in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands,plain window sills, staircases upto floor five level

45

8034

361530

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Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: (a)All works upto plinth level

6

6810

40860

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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 as directed by Engineer in Charge.

34.5

245

8452.5

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Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5 m in width or 10 sq.m. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. a)All kinds of soil

118.5

291

34483.5



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