Bareilly Development Authority Tender

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Bareilly Development Authority - BDA Tender

Works
Eprocure
Opening Date20 Nov 2020
Closing Date27 Nov 2020
Tender Amount₹ 22,55,852 
Notes
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Costs

Summary

Construction Of 12 Mt Wide Road At Sector6 In Ramganga Nagar Scheme Bareilly

Description

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Documents
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BOQ Items

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Extra for machanical compaction including of levelling, dressing, watering & compacting the soil to achieve 95% proctor density etc. all complete (S.I. 253a)

550

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21

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Construction of granular sub base (G.S.B.) by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, compete at per clause 401. (Analysis Rate)

145

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3404

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First layer of WMM 125 mm thick Providing laying, spreading and compacting graded stone aggregate to wet mix macadam (WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material to site laying in uniform layers with paver finisher in sub base/ base course on well prepared surface and compcting with vibratory roller to achieve the desired density. complete in all respect. as per MORTH specification 406. (Analysis Rate)

73

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3650

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Second layer of WMM 125 mm thick Providing laying, spreading and compacting graded stone aggregate to wet mix macadam (WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material to site laying in uniform layers with paver finisher in sub base/ base course on well prepared surface and compcting with vibratory roller to achieve the desired density. complete in all respect. as per MORTH specification 406. (Analysis Rate)

73

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3650

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Providing and applying bitumen emulsion tack coat with butumenus grade VG-10 over prepare surface of granuler base(primer coat) including cleaning of road sruface sand spreading tack coat @ 0.50 Kg/ sqm using machanical means as per morth (Morth 502) (Analyis Rate)

577

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20

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First layer of DBM 50mm thick Providing and laying dense graded bitumenous concrete(DBM) with (VG-30) 100-120 TPH batch type HMP prooducing an average output of 75 tonnes per hour using brushed aggregates of spcified gading premixed with bitumenous binder @ 4.0 % to 4.50% by weight of total mix and filler transpored to site laid over a previous prepared surface with paver finisher to the required grade level and alingment and rolled as per clause 501.6 and 501.7 to achieve the desire compaction all complete as per morth specification morth-504(analysis rate)

29

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8504

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Second layer of DBM 50mm thick Providing and laying dense graded bitumenous concrete(DBM) with (VG-30) 100-120 TPH batch type HMP prooducing an average output of 75 tonnes per hour using brushed aggregates of spcified gading premixed with bitumenous binder @ 4.0 % to 4.50% by weight of total mix and filler transpored to site laid over a previous prepared surface with paver finisher to the required grade level and alingment and rolled as per clause 501.6 and 501.7 to achieve the desire compaction all complete as per morth specification morth-504(analysis rate)

29

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8504

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Providing and applying bitumen emulsion tack coatwith butumenus grade VG-10 over bituminious surface of including cleaning of road sruface sand spreading tack coat @ 0.20 Kg/ sqm using machanical means as per morth (Morth 503) (Analysis Rate)

1153

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8.5

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Providing and laying bitumenous concrete (BC) 50 mm thick with (VG-30) 100-120 TPH batch type HMP prooducing an average output of 75 tonnes per hour using brushed aggregates of spcified gading premixed with bitumenous binder 60/70 grade @ 5.0 % of mix & filler transpored the hot mix to site laying with a hydrostatic paver finisher with sensor control to the required grade level and alingment and rolling with smooth wheeled vibratory and tendom rollers as per MORTH specification clause no. 509 complete in all respcet. Analysis Rate

29

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9298

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Providing and applying 2.5mm thick road marking strips (retro reflective of specified shade/colour using hot themoplastic material by fully/semi automatic paint applicator machine fitted with profile shoe glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P cleaning the road surface of all dirt, seals, oil grease and foreign material etc. complete as per direction of Engineer In charge and accordance with applicable specifications. DSR-16.62

37

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537.43

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Brick edging on both sides of the road of first class bricks 8cm wide and 12cm deep laid with mud mortar including labour and supply of bricks finished to required template and proper alignment and also including dressing and ramming the excavated earth as directed by E/I (S.I. 765)

0.12

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61000

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Excavation in foundation in ordinary soil (loam, clay or sand) including lift upto 1.5 M and lead upto30M including filling watering & ramming of excavated earth into the trenches or into the space between the building & the sides of foundation trenches or in to the plinth removal & disposal of surplus earth as directed by the E/I upto a distance of 30m from the foundation trenches (S.I. 251) including royality

183

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135

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Concrete with 4cm guage brick ballast, fine sand of cement in proportion of 8:4:1 in foundation and under floor, including supply of all material, labour and T&P etc. required for proper completion of the work (S.I. 275)

19.52

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3610

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M-150 brick work with 1:4 cement and coarse sand mortar in foundtion and plinth including supply of all material, labour T&P etc. required for proper completion of work(S.I.No- 305 )

14.64

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5010

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Concrete with 2cm guage stone grit, coarse sand and cement in proportion of 4:2:1 including supply of all material, labour and T&P etc. required for proper completion of the work (S.I. 279(i) )

2

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7190

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12mm thick plaster with 1:4 ( one part cement & four parts of coarse sand of 2.75 F.M.) over brick work minimum thickness not to be less than 1 cms including supply of all material, labour, T&P etc. required for proper completion of the work (S.I. No-584(i))

150

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175

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1- In figure …………………………………………% ABOVE/BELOW

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2- In words……………………………………………………………………

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(Rate will be coded in percentage basis only, above and below in mentioned in words)

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