Urban Administration And Development Tender

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Urban Administration And Development Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date24 Oct 2024
Closing Date14 Nov 2024
Tender Amount₹ 8,13,933 
Notes
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Costs

  • EMD

    ₹ 16,280
  • Document Cost

    ₹ 2,000
  • Tender Fee

    ₹ 295

Description

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Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply wood shuttering for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc Inner 8X4X2.0X2.0 = 128 Outer 8X4X2.4X2.0 = 153.6 Top 8X2.4X2.4 = 46.08 Total 327.68 sor no. 19.1.2/208

327.68

289

94699.52

... More
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.above plinth level and up to floor two level excluding cost of centering, shuttering and reinforcement etc. Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate Wall 8X4X2.4X2.0X0.20=30.72 Top 8X2.4X2.4X0.20 =9.216 Total = 39.94 sor no. 5.2.1/46

39.94

5656

225900.64

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Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding upto floor level including cost of binding wire, wastage and over laps upto 12mm horizontal/ inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP :34) etc. complete Mild steel and Medium Tensile steel bars. 39.94X@80kg/per cum = 3993.60 sor no. 5.11.1/47

3195.2

57

182126.4

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Steel work welded in built up sections/framed work includingcutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. Ingratings,frames,guardbar,ladder,railings,brackets,gates And similar works. =8*1.0*1.0= 8 SQM Plate 16mm Thick Wt@125.00Kg/ M2X8 = 1000 Kg ISMB Girder Size 200 No. 8X4X2.0 = 64 Wt@25.400Kg/M X 64 = 1625.60 2625.60+405.10=3030.00 sor no. 10.14.1.2/118

3030.3

92

278787.6



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