Zilla Parishad Tender

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Zilla Parishad - ZP Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date29 Jul 2024
Closing Date12 Aug 2024
Tender Amount₹ 20,64,929 
Notes
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Costs

Summary

Construction Of Cc Road With Drain From The House Of Raju Paul To The House Of Raju Paul To The House Of Bishnu Sarkar Within Pararpar Gp

Description

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BOQ Items

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Hire & labour charges for shuttering with or without staging upto 4 m height using approved stout props with wooden plank / plywood / steel sheet plate with reqd bracing for any kind of plain or reinforced concrete works in all sorts of minor structure incl culvert, box culvert, cross drain etc. the rate is inclusive of fittinf fixing & stripping out after completion of work as per specification & direction . a). Where staging is not reqired.

735

150675

205

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Providing & Laying design mix concrete for plain or reinforced cement concrete, in any part of bridge (excl bottom plugging) with coarse aggregate of appropriate niminal size & grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality & cement as necessary, incl labour, cost & carriage of all materials & incl preparation of design mix, approval of the same by the EIC & cost for quality control, sampling, testing etc, all complete but excl cost of labour & materials for formwork & reinforcement works (a) M-15 Grade using concrete mixer

102.75

418765

4075.58

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Providing & Laying design mix concrete for plain or reinforced cement concrete, in any part of bridge (excl bottom plugging) with coarse aggregate of appropriate niminal size & grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality & cement as necessary, incl labour, cost & carriage of all materials & incl preparation of design mix, approval of the same by the EIC & cost for quality control, sampling, testing etc, all complete but excl cost of labour & materials for formwork & reinforcement works (a) M-20 Grade using concrete mixer

139.69

630707

4515.13

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Supplying, fitting and placing un-coated HYSD bar reinforcement in Bridge Foundation including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge.. ( TATA, SAIL, RINL)

5.6

357838

63899.7

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Providing weep holes in brick masonry / plain/ reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face complete as per drawing & technical specification.

100

11500

115

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Earth work in excavation from borrow pits ( land owned /arranged by the deptt.) and depositing in layers of 250mm thickness including breaking clods in embankment works and to fill up back of abutments, depressions and ruts with an initial lead up to 50 m and initial lift up to 1.5 m making bunds at top as directed dressing completed.Lead 500 m (borrowpit measurment)

100

21740

217.4

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Providing and fitting Concrete Sign Board as per IRC specification of size 900x750x37 mm thick made with RCC 1:1.5:3 with N.B. variety stone chips reinforced with duble layer IRC febric (75x75 mm mesh) and fixed with necessary nuts & bolts on two RC precast posts 100mm x150 mm of height 2.65 m of which top 750 mm is of 100 x13 mm and 1.90 m above GL & 0.75 m below GL including digging hole, repacking the same with cement concrete 1:3:6 with local stone chips etc. complete including painting two coats on noth faces lettering sign marks etc. as per direction of Engineer-in charge.

1

2230

2230

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Earthwork in filling in foundation trenches with good earth in layers not exceeding 15cm. including watering and ramming layer by layer complete with earth obtained from excavation of foundation or from fresh excavation of land arranged by Department within a lead of 150 m.

35.1

3229

92

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Construction of Sub Base using Local Materials, spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).(iv) For Construction of Sub Base by compacting

45

42220

938.24

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Supply of G. I. pipes of TATA make including necessary sockets. (i) 100 mm dia.(ii) Heavy quality

36

35388

983

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ADD GST 18 %

1

311870

311870.37

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ADD Cess. @ 1 %

1

20444

20444.84



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