Meerut Development Authority Tender
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Meerut Development Authority Tender
Eprocure
Opening Date18 Nov 2021
Closing Date25 Nov 2021
Tender Amount₹ 2,09,05,000
Costs
EMD
₹ 4,19,000Document Cost
₹ 5,700Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_MDAUP_644570_1Bid Award Id
ViewTender No
2_323 Dated 16 November 2021Tender Authority
Meerut Development Authority ViewPurchaser Address
-Website
http://https://mdameerut.in/
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Documents
Construction Of Road and Laying of Sewer Line from STP Pallavpuram Phase II to Lalsana
BOQ Items
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(b) 1.50-3.00 m B.G.L
1736
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285
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Concrete with 4 cm. gauge brick ballast, fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundations and under floors, including supply of all materials, labour, tools & plants etc. required for proper completion of the work. [S.l.No. 273]
315
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2740
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Supply of 600 mm dia RCC Hume pipes NP-3 class socket and spigot type of standard make as per direction of E/I. S.I. Material New Item P-9
2100
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1906
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carting and laying of RCC. hume pipe NP-2 class & specials from store to the working site of work. lowering the same into trenches, trueto allignment, caulking the joints with rubber ring, & jointing with 1:2 cement mortar in coarse sand including excavation of earth below invert level of pipe, cost of all jointing materials, testing etc complete.
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600 mm diaRCC hume pipe NP-3Class
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0.00-1.50 m B.G.L
700
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667
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1.50-3.00 m B.G.L.
1400
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710
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Construction of brick man hole of internam size 1.0m*1.2m*3.0m including base concrete of M-20mix 1:2:4 of 15cm thick and P.C.C 1:5:10 base concrete thickness 20cm with B.B. brick work in 1:3 cement and c.sand mortar as per drawing R.C.C slab of (1.21*1.21*0.15)M size of M-20mix, including R/F upto 0.28 Qlts in each M.H and also including foot steps of P.V.C sheeted cast iron 1 Nos. plastering the walls with 12cm thick dedo plaster in 1:3 cement and coarse sand mortar and fixing charges of M.H corner, excluding cost of cover complete in all respect as per direction of E/I.(Analyzed Rate)
35
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34195.24
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Construction of mainhole regulating shaft (1.00 x 1.20)M size including earth work including bricks in 1:3 cement and coarse sand mortar of 3 Nos P.V.C. sheethed cost iron foot steps in per meter length, plastering the wall surface with 12 mm thick dado plaster in 1:3 cement and coarse sand mortar complete in all respect as per direction of E/I (Analyzed Rate)
15
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6736.43
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Open timbering in trenches for depth up to 3.00 m BGL and consisting of 40 mm thick approved country wood plank all complete as per direction of E/I. (Analyzed Rate)
700
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325.25
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Cement Concrete with 2 cm.gauge approved stone grit,coarse sand & cement in the proportion of 4:2:1 including supply of all materials,labour T&P etc. required for Proper completion of the work. [SI.No.279(a)]
5
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5280
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Making connection of sewer line with existing manhole-----
1
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344.6
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Part (B) Road Work:-
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Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50M In depth 8 earth Work in embankment to be in 20 cm. Layers including remming & dressing the surface to required Levels & slops & also i/c1.50M lift & 30M.lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30M distance as directed by the Engineer in charge. S I No253a).
1186
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78
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Providing,laying ,spreading and compacting graded aggregate to Granular Sub Base with close graded specification including primixing the material with water at OMC in mechanical mix plant carriage of mix material by tipper to site laying in uniform on well prepared surface and compecting with vibratory rollar to achive the desired density.complete as per close 401
588
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3318.3
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providing, laying and spreading and compacting graded stone aggregate to Wet Mix Macadom specification including premixing the material with and OMC in mechanical mix plant carriage of mix material by tipper to site laying in uniform layer with paver in subbase coarse on well prepared and compacting with vibratory roller to achieve the desired density complete as per clause 401 WMM (analyse the rate) as per direction of E/I
378
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3705.9
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Providing and applying Primer coat with bitumen emulsion slow setting using spray set including cleaning of road surface and spraying primer at the rate of 0.75 kg per sqm with mechanincal means,
11340
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28.1
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providing and laying Bitumenous Macadam with 60-90 TPH . hot mix plant producing an average output at 25 cum /hour using a crushed aggregate of specified grading premixied with bitumenous binder @ 3.4% transported to the site land over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses,501,6 and 501 7 to achieve the desired completion.
567
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7220.4
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Providing and applying tack coat with bitumien emulsions medium setting using bitumen pressure distributor @ 0.25 kg/sqm on prepared bitumenous/graular surface cleaned with mechanical broom .
11340
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10.5
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providing and laying Semi-dense bitumenous concrete with 60-90 TPH. batch type HMP producing an average output of 25 cum /hour using a crushed aggregate of specified grading premixed with bituminous binder @ 5.0% by weight of total mix and filler transported to the site land over a previously prepared surface laying with hydrostatic paver finisher to the required grade. level and alignment and rolled as per MORTH specificatin clause,508 to achive the desired completion page no 135 Taken out put =195 cum(450 tonnes) density2.30 cum
283.5
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8767.5
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Supply & laying of 80 mm thick Precast cement concerete I shape Interlocking paver block ISI mark conirming to IS:15658-2006 with top layer of minimum 5mm thickness having plan dimension 200(160+120mm) of O.P.Cement ,smooth highgioss finish,skid resistant ,manufactured from rubber mould through vibro-compression meachanism.the compressive strength of concrete paver block shall not be less than 40Mpa and wieght 4.5 kg per.including cost of material ,with a blanket layer of 4.00cm.thick fine sand. including labour, T & P etc required for proper completion of the work as directed by Engineer-in charge.SI No. New Item 14 P-49
2100
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760
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