Zilla Parishad Tender

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Zilla Parishad Tender

Works
Civil And Construction
Drainage Work
Eprocure
Opening Date16 Aug 2024
Closing Date26 Aug 2024
Tender Amount₹ 3,36,535 
Notes
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Costs

Summary

Con Of Pcc Drain With Sockpit From Aghan House To Sitaram House At Goagaon Of Sansad I

Description

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BOQ Items

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Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction

105.35

22544

214

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Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.(a) For works in foundation and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel II. Other than SAIL/ TATA/RINL

1.07

74337

69539.48

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Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of Bridge ( excluding bottom plugging with coarse aggregates of appropriate nominal size and grading, fine aggreegate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works.M20 concrte mixing with concrete mixture

22.03

127429

5784.34

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Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] (ii) With 1:4 cement mortar, (b) 15 mm thick plaster

101.05

15864

157

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Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m

101.05

3435

34

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Providing & fixing Concrete Sign Board as per IRCspecification of size 900 X 750 X 37 mm thick made with RCC 1:1.5: 3 with pakur varity stone chips reinforced with double layer IRC febric ( 75 X 75 mm mesh) & fixed with necessary nuts & bolts on two RC pre-cast posts 100 mm X 150 mm of height 2.65 m of which 750 mm is of section 100 X 13 mm & 1.90 m above GL & 0.75 m below GL i/c digging hole.............painting two coats on both faces lettering sign marks etc. as per direction of EIC

1

2230

2230

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Construction of circular soak well 2.5 metre deep in all types of sandy soils with dry brick work upto 1.6 metre from the bottom having 150 mm intermediate cement brick work (1:4) band all round and cement brick work (1:4) upto 0.90 metre from top with 20mm thick cement plastering (1:4) to inside face upto the depth of cement brick work, 15mm thick cement plaster (1:4) on outer face from top of the well upto G.L. and 6 mm thick cement plaster (1:4) on top of the R.C.C. cover slab including filling bottom 1.00 metre of inside of the well with brick metal (50 mm to 63 mm size) including R.C.C. cover slab of 100 mm thick with cement conc (1:1.5:3) with stone chips with necessary reinforcement and shuttering including one 560 mm dia. R.C.C. manhole cover (heavy type)of approved make supplied, fitted and fixed in the cover slab with necessary fittings, making nacessary arrangements for pipe connections, excavation of well including shoring, dewatering and removing the exess earth from the premises as per direction complete in all respect with all costs of labour and materials. With 250 mm thick dry brick work and 250 mm thick cement brick work (1:6) and 1.00m inside dia

1

16839

16839

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Total Cost without GST = 282375.83 Add GST @ 18.00% on above =

1

50827

50827.65

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Total Cost with GST = 333203.48 Add Cess @ 1.00% on above =

1

3332

3332.03



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