Bareilly Development Authority Tender
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Bareilly Development Authority - BDA Tender
Eprocure
Opening Date28 May 2021
Closing Date22 Jun 2021
Tender Amount₹ 42,69,622
Costs
EMD
₹ 86,000Document Cost
₹ 2,600Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_BDAUP_589740_1Bid Award Id
ViewTender No
T-05/2021/83/4Tender Authority
Bareilly Development Authority ViewPurchaser Address
-Website
http://http://www.bdainfo.org/
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Documents
BOQ Items
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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)
355
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3404
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WMM 150 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)
208
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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)
1347
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20
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Providing and laying Bitumenous macadom with 100-120 TPH Hot mix plant prooducing an average output of 75 tonnes per hour using crushed aggregates of spcified grading premixed with bitumenous binder @ 3.3% by weight of total mix and filler transpored to site, laid over a previously prepared surface with paver finisher to the required grade level and alingment and rolled as per clause 501.6 and 501.7 to achive the disired compaction.
68
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7365
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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)
1347
-
8.5
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Providing and laying semi dense graded bitumenous concrete with 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 @ 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. 508 complete in all respcet
34
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9110
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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)
0.34
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61000
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Providing and laying non-pressure NP2 class (light duty) RCC Pipe with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints complete 150 mm dia RCC pipe S.I No.19.6.2 DSR 2018
329
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409.35
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Proving and laying G.I. Pipe of 20 mm dia nominal bore complete with G.I. Fitting DSR-18.10.2
560
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215
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Excavation for 0 to 1.50 m depth below G.L. for laying sewer line, gully pits, manhole inspection chamber, sumps etc. in ordinary soil (sand, loam and clay) including cutting of joints pits, trimming dressing, leveling, refiling of trenches in 20cm layers, watering, ramming the same including removal of surplus earth for dismantled material upto 30.00 lead all complete as directed by E/I including royality (S.I. 251)
561
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135
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Construction of brick masonary chamber internal size 50x45x60cm with 1:4 cement and coarse sand all complete (DSR 19.27)
73
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3887.59
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% ABOVE/BELOW
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JE
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