Meerut Development Authority Tender
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Meerut Development Authority Tender
Civil And Construction
Eprocure
Opening Date15 Feb 2020
Closing Date25 Feb 2020
Tender Amount₹ 1,67,12,000
Costs
EMD
₹ 8,36,000Document Cost
₹ 5,700Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_MDAUP_435429_1Bid Award Id
ViewTender No
37_01 Dated 11-02-2020Tender Authority
Meerut Development Authority ViewPurchaser Address
-Website
http://https://mdameerut.in/
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Documents
BOQ Items
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Extra for mechanically compacted to achive 95% proctors density including arrangement of water, settlement of all T & P charges including roler and its fuel charge.
1700
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19
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Construction of granular sub-base by providing coarse graded material, spreading in uniform layer 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, complete as per clause 401,
594
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3121.1
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Providing & laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layer with paver in sub-base/base coarse on well prepared surface and compacting with vibratory roller to achieve the desired density, MORT&H - 406.
715
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3502.1
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Providing and applying primer coat with 80/100 bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.75 Kg/sqm. using mechanical means, including supply of all materials, labour, T&P etc required for proper completion of the work as per Clause- 502 of MORT & H specifications and as per direction of the Engineer-in-charge. (A.R.)
6536
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28.1
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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 tempreture including supply of all material, labour, machines, fuel wood T&P, etc. required for the proper completion of the work.
6536
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12.2
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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.
327
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7220.4
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Providing and laying Semi Dense Carpet 25 mm thick (SDC)on prepared surface with bitumin emulsion VG-30 GRADE @5% by weight grade & specified graded crushedd aggregates for base / binder course including loading of materials with FE loader, heating of binder aggregate and 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
164
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8767.5
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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 thick ness 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
2752
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740
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PART ( B) :-- DRAIN WORK
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Earthwork in Foundation in ordinary soil (loam, clay or sand) including lift upto 1.50m and lead upto 30m. and including filling watering and ramming of excavated earth into the trenches or into space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30m from the foundation trenches.
1867
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82
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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.
339
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2600
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M-150 Brick work in 1:6 ( 1cement : 6 coarse sand) in foundation and plinth including supply of all materials, labour and T & P etc. required for proper completion of the work.
757
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3500
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12mm thick plaster with cement and coarse sand in 1:4 over brick work minimum thickness not to be less than 10mm thick including supply of all materials, labour and T & P etc. required for proper completion of the work.
3158
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145
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Cement concrete with 2cm 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.
93
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5050
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R.C.C work with cement , approved coarse sand & 2cm gauge approved slone grit in proportions of 1:1.5:3 in slab excluding supply of reinforcement andits bending , but including its fixing and binding the same with 24 B.W. G.G.I binding wire and shuttering tetc and supply of all materials labour tools & plants etc required for proper completion of the work including cost of binding wire . the rate excludes maing of drip course which shall be paid extra.
30
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6600
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M.S (tor steel or plain ) in work such as RCC or RB work including bending for proper shape and including supply of steel & its wastage, bend, hooks, and authories overlaping shall be measured and including cost of binding wire.
42
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5600
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Part C : Park
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-
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M-150 Brick work in 1:6 ( 1cement : 6 coarse sand) in foundation and plinth including supply of all materials, labour and T & P etc. required for proper completion of the work.
102
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3500
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12mm thick plaster with cement and coarse sand in 1:4 over brick work minimum thickness not to be less than 10mm thick including supply of all materials, labour and T & P etc. required for proper completion of the work.
870
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145
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Cement concrete with 2cm 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.
3
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5050
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M.S. or iron work of above but in M.S. Grills/Stair case railling/gates/trusher/ racks etc. wrought to required from including supply of steel bolts, nuts wastage etc. and their fixing required for proper completion of the work.
2.69
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5950
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Painting or Varnishing work in small area two coat with on previously painted old wood or Iron work of approved make and quality comp work as SI no 641+642
9
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82
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Finishing wall with water proof cement paint of approved make and quality with 2+1 coat comp work as (SI No 660+661)
702
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67
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Providing Precast Concrete Manhole Cover & Frame conforming of to IS:12592-2002.The concrete mix should not be less than M-30. Heavy duty,HD-20 grade desination -- 560 mm internal dia.
60
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1550
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Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design :19.27.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
70
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3881.37
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Supply carting & laying of PVC pipe of different dia ISI marked with and including all freight taxes etc. all complete. (A) 140 mm dia OD 6 kg /sqcm Pressure
85
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308.4
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Providing and Fixing following dia P.V.C pipe heavy quality 6kg/Sqm working pressure including supply of all specials clamps with wall cutting etc. and other material labour T&P etc. required for completion of the work. 110 mm dia.
300
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208.4
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Note:- 1. The above rates are excluding GST 02- GST will be paid extra as applicable.
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