Meerut Development Authority Tender
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Meerut Development Authority Tender
Civil Works Roads
Eprocure
Opening Date27 Jun 2020
Closing Date22 Jul 2020
Tender Amount₹ 3,74,04,000
Costs
EMD
₹ 18,71,000Document Cost
₹ 5,700Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_MDAUP_487689_1Bid Award Id
ViewTender No
01_87 Dated 23/06/2020Tender Authority
Meerut Development Authority ViewPurchaser Address
-Website
http://https://mdameerut.in/
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Documents
Stenghting of Road,Drain and Interlock Tiles work in Shatabdi Nagar (Sector 1,2,3,4,5) Meerut
BOQ Items
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M-150 Brick Work in 1:4 (1 cement : 4 coarse sand) mortar in foundation and plinth including supply of all materials labour, Tools & Plants etc. required for proper completion of the work. PWD Sch. Item No. 302B+305(a)]
741
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4200
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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, Tools & plants etc. required for proper completion of the work. PWD Sch. Item No. 279(a)
148
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5250
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As in item 284 above but for slabs in 1:1.5:3 RCC work. (item no.284a)
40
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6840
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M.S. (for 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. (Item no. 504)
54
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5850
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12mm thick plaster with cement and coarse sand mortar on 1:4 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. [PWD Sch. Item No.584a]
1755
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155
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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.
(MORTH Clause No. 401)
1739
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3121.1
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Supply and laying 80 mm thick pre cast cement concrete I shape interlocking paver blocks with ISI mark confirming to IS: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 strngth 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. -14
14771
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760
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Providing, laying, spreading and compactiong stone graded aggregates to wetmix macadom specification including premixing the material with water at OMC inmechanical mix plant carriage of mix materials by triper to site, laying in uniform laying with praver in sub base/base coarse on well prepaid surface and compacting with vibratory roller to achieve the compacting with vibratory roller to achieve the desire density. taking output - 225cum (495tonne)
364.28
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3502.1
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Providing and applying tack coat with bitumen emulsion medium setting using bitumen pressure distributor at the rate of 0.50 kg per sqm. On the prepared bituminous/granular surface cleaned with mechanical broom
4306
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19.2
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Providing and laying Bituminous Macadum (BM) on prepared surface with specified graded crushed aggregates & bitumin VG-30 GRADE @3.40% by weight for base / binder course including loading of materials with FE loader, heating of binder aggregate a2d filler in hot mix plant , transporting the mixed material by tippers and laying with paver finisher to required level and grade, rolling by power rollar to achieve the desired density but excluding cost of primmer/ tack coat as per MORT& H Technical Specification clause No.504.
221
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7220.4
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Providing and applying tack using hot straight run bitumen of grade VG-10,….. Cleaning and preparing the exiting road surface as per specification:W.B.M @0.3kg/sqm. (morth503)
41620
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12.2
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Providing and laying bituminous with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @5.4 percent of mix and filter, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and aligment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause no. 509 complete in all respects (morth509)
1008
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8767.5
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Supply of Hume Pipe 300 mm. Dia.NP2
375
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430
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Supply and fixing Complete Manhol size 1.00x1.20x3.00 m and trunk sewer lin emanhole size 1.00 x 1.20 and depth more than 3.00 m including disposal of malbe and supply of all required T&P for proper completion of the work.
-
-
-
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Size upto (1.20x1.00x3.00)
11
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31175
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Add substruption of regulatory shaft…
-
-
-
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Diffrence (1.80-1.50=0.30 Mt.)
3
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6328
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Carting of 300 mm dia RCC Hume popes (NP-2 class) and specials from store to the site of work. Lowering the same into treanches in depth upto 1.5m below ground level true to alignment, caulking the joints with necessary spun yarn soaked in bitumen and jointing with 1:2 cement mortar in coarse sand including excavation or earth below invert level of pipe cost of all jointing materials, testing etc complete but excluding of excavation and refiling of treanches from ground level to the invert level of pipes. (depth 0-1.50m )
650
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339
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Same as item no. 19 (depth 1.50-3.00)
650
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403.4
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Supply of RCC manhole cover with frame . Size 600mm HD-20
33
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1550
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Supply of RCC Chamber with frame. Size 560x560mm HD-20
22
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1350
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