Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Opening Date30 Dec 2024
Closing Date8 Jan 2025
Tender AmountRefer Documents
Costs
EMD
₹ 66,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
163593Tender No
163593Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.cg.nic.in/
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Documents
BOQ Items
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Upto 3 m depth
753.6
118
-
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Ordinary rock (not requiring blasting)
487.33
207
-
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Hard rock (requiring blasting)
251.2
466
-
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
-
-
-
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Using concrete mixer
-
-
-
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PCC Grade M15
37.68
3181
-
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RCC Grade M35
509.48
3930
-
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
-
-
-
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Using concrete mixer
-
-
-
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PCC Grade M15
139.87
3181
-
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Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification as per clauses of section 1200,1500 and 1700.
-
-
-
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Well curb
-
-
-
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Using concrete mixer
-
-
-
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RCC Grade M25
245.09
4533
-
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Well steining
-
-
-
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Using concrete mixer
-
-
-
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RCC Grade M 25
2009.02
4156
-
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Bottom Plug
-
-
-
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Using concrete mixer
-
-
-
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PCC Grade M20
841.33
4102
-
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Top plug
-
-
-
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Using concrete mixer
-
-
-
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PCC Grade M20
183.16
3421
-
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Well cap
-
-
-
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Using concrete Mixer
-
-
-
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RCC Grade M30
733.35
3930
-
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Sand filling in wells complete as per drawing and technical specifications as per section 1207.
3770.14
362
-
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Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications as per section 1600.
259.34
46671
-
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Providing and laying cutting edge of mild steel weighing 40 kg per meter for well foundation complete as per drawing and technical specifications per relevant clause of section 1200 and 1900.
10.86
57742
-
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Sinking of well to be measured below L.W.L. through all types of soil & rock (other than pneumatic method of sinking) complete as per drawing and specifications as per section 1200 in (the rates include the removal of all type of obstruction)
-
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-
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SANDY SOIL
-
-
-
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Upto 3 M. Depth.
1098.94
235
-
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3 M. to 10 M. depth.
3070.52
278
-
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SOFT ROCK
597.7
606
-
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Taking exploratory boring 100 mm dia at the location of piers and abutments or for high embankments in approaches in all types of strata as per I.R.C. 78-1983 and section 2400 of specifications.
-
-
-
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Upto 1.0 m below bed level
16
5750
-
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Beyond 1.0 m upto 5.0 m depth
64
1150
-
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Beyond 5.0 m depth
80
1294
-
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Total (A)
-
-
-
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(B) SUB-STRUCTURE
-
-
-
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Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200
-
-
-
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Height upto 5m
-
-
-
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Using concrete Mixer
-
-
-
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R.C.C. Grade M-30
599.26
4177
-
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Height 5m to 10m
-
-
-
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Using concrete Mixer
-
-
-
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R.C.C. Grade M-30
1230.54
4295
-
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications section 1600 and 2200
182.98
46734
-
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification 710.1.4 of I.R.C. 78 and 2200
-
-
-
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Granular material
1942.76
607
-
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Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications section
588000
1
-
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Total (B)
-
-
-
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SUPER STRUCTURE
-
-
-
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Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and technical specification sections 1500, 1600 and 1700.
-
-
-
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RCC Grade M-35
-
-
-
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Forfor box gieder and balance cantilever
-
-
-
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Using concrete Mixer
-
-
-
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Height above 10 M
6129.79
6156
-
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
531.06
47251
-
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High tensile steel wires / strands i/c all accessoiries for stressing,stressing operation and grouting as per drg. & technicl specifications.
15.2
124316
-
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
517.48
7569
-
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Providing and laying M-30 grade Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification and as per relevant sections 1500, 1600, 1700 and 2704
-
-
-
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Approach Slab
66
6444
-
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PCC M15Grade levelling course below approach slab complete as per drawing and technical specification and as per relevant section 2700.
32.37
3060
-
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Painting on kerbs in black and yellow alternate bands including cost of material and labour complete as per drawings and specifications as per clause 803.
1266
40
-
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Providing and Fixing of Av. 20mm thick marble plate i/c cutting and polishing and inscribed details as per approved drawing i/c engraving the matter as desired.
4
3500
-
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Testing of span of bridge for deflection due to live load with platform for loading arrangements, apparatus for measurement etc. complete as per drawing and specifications (As per I.R.C.S.P.51)
77
672
-
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Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. (vide drawing No. SD/201, SD/304)
1266
1234
-
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Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorized representative ensuring compliance to the manufacturer's instructions for installation.)
204
11116
-
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Drainage Spouts complete as per drawing and Technical specifications of section 2705
190
1188
-
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TOTAL Rs.
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GRAND TOTAL(A+B+C) Rs.
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Evaluation Notes How It Works ?
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