Meerut Development Authority Tender
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Meerut Development Authority Tender
Civil And Construction
Road Construction
Eprocure
Opening Date19 Sep 2024
Closing Date15 Oct 2024
Tender Amount₹ 2,77,85,000
Costs
EMD
₹ 5,57,000Document Cost
₹ 5,700Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MDAUP_957261_1Bid Award Id
ViewTender No
02_MeDA/24-25/EN/0867 Dated 11 September 2024Tender Authority
Meerut Development Authority ViewPurchaser Address
-Website
http://https://mdameerut.in/
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Documents
BOQ Items
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6.04 305a- M-150 brick work with 1:4 (1cement & 4 coarse sand for mortar in foundation & plinth.
489
2249400
4600
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5.03-274-P.C.C. in foundation 1:5:10
254
782320
3080
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5.07-279a-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, Tools & plants etc required for proper completion of the work.
45
254250
5650
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13.07-584a-12mm thick plaster with cement and core sand of 1.25 fineness modules in 14 over brick work minimum thickness not to be less than 1cm including supply of all materials, labour, toold & plants etc. required for proper completion of the work
4775
764000
160
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5.11-284a-R.C.C. Work with cement, approved coarse sand & 2 cm gauge approved stone grit in proportions of 1:1.5.3 As in item 284 above but for slabs
39
284700
7300
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10.05-504-M.S. (tor steel or plain) in Plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel & its wastage, bend, hooks, and authorized overlapping shall be measured and including cost of binding wire. (AR)
46
367080
7980
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10.17-772-Scraping old painted surface including disposal of all scraped material to a distance of 30 meters (100 ft.) as directed by Enginer-in-chargh. For small area for big area as per MORTH or MORD
4448
31136
7
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16.79-Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub-base/base course on well prepared surface and compacting with vibratory roller of 8 to 10 torine capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge
178
715560
4020
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19.3.1. Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality HD-26 Circular shape 560mm intemal diameter. Rate Factor 1675.70x0.7418-1243.03
100
124303
1243.03
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new item-14-Supply and laying 80 mm thick pre cast cement concrete | shape interlocking paver blocks with ISI mark confirming to 15 15658-2006 with top layer of minimum 5 mm thickness having plain dimension 200 x (160+120mm) of O.P. cement smooth high gloss finish skin resistent manufactured from rubber moulds through vibro compression mechanisim. The compressive stmgth of concrete paver block shall not be less than 40 Mpa and weight 4.5kg 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 the Engineer.in charge PWD New Item No. -20(10% Extra for Demage of Existing Tiles)
1508
1146080
760
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Bituminous concrete using crushed aggregate with specified grade (grading ii) primix with bituminous binder @ 5.4 persent by wight All completed S.I. no. AR(mda) morth 509
605
6756035
11167
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Providing & laying tack coat @0.30kg/sqm. Over bituminious surface including cost of bitumin VG-10 GRADE , heating the paint to required tempretureS.I. no. AR(mda) morth 503
140260
1823380
13
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Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder @ 4.5 persent waight and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge A.R Morth clause No. 508
1082
10545172
9746
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P/L primer coat with bitumen emulsion on prepaerd surface and spraying primer @1.00 kg/sqm using mechenical means. Including supply of all materials. labour, T&P etc required for proper completion of the work as per Clause - 502 of MORT & H specification and as per direction of the Engineer in charge.
21640
1233480
57
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Supply and laying of Granular Sub-base (G.S.B.) shall be provided by using close graded material, mixing in a Mechanical mix plant, carriage of mixed materials to work site, laying in two uniform layers as lower sub-base (drainage) layer and upper sub-base layer with. Motor Grader and compacting with vibratory power roller to achieve desired density as necessary according to lines, grades and cross-section as directed by the Engineer. (A.R) Morth clause 401
151
549338
3638
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