Meerut Development Authority Tender

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Meerut Development Authority Tender

Works

Civil And Construction

Civil Works Others

Eprocure

Meerut, Uttar Pradesh

Opening Date30 Aug 2018

Closing Date5 Sep 2018

Tender Amount₹ 8,14,61,000

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Costs

EMD
₹ 40,74,000
Document Cost
Refer Documents
Tender Fee
Refer Documents

Description

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Contact

Tender Id
2018_MDAUP_244479_1
Bid Award Id
View
Tender No
1459/CE/MDA/2018-19 Dt 21-08-2018 TB
Tender Authority
Meerut Development Authority View
Purchaser Address
-
Website
http://https://mdameerut.in/

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Documents

Tender Notice-1Tendernotice_1.pdf

BOQ-1347.6 kBBOQ_341082.xls

BOQ

Document-1626.2 kBTD_1459_TB.pdf

Tender Document

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BOQ Items

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M-150 brick Work in one cement & fine sand in foundation including supply of all materials, labor T&P etc. required for Proper completion of the work.

Quantity3663

Rate-

Amount 4000

Cement Concrete with 2 cm. gauge approved stone grit, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labor T&P etc. required for proper completion of the work.

Quantity202

Rate-

Amount 5050

12mm thick plaster with cement and fine sand of 1.25 F.M. mortar in 1:4 over brick work internal side including supply of all materials, labor T&P etc. required for proper completion of the work.

Quantity11823

Rate-

Amount 140

Supply of RCC Hume Pipe 350 mm dia ( For Culvert)

Quantity60

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Amount 1090

Road work

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Amount -

Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M. in depth and earth work in embankment to be in 20cm layers including remming and dressing the surface to required levels and slopes and also including 1.50 M lift and 30 M lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 M distance as directed by the Engineer-Incharge. (Excluding royality)(Royality as per Govt. rate to be paid extra wherever applicable) for small works/Abadi area.(where machine cannot be move)

Quantity8037

Rate-

Amount 72

Providing, laying, spreading and compacting graded aggregate to Granular Sub-Base with close graded specification including premixing 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 compacting in vibratory roller to achive the desired density. complete as MORTH (495 Tonne)

Quantity5422

Rate-

Amount 3222

Providing, laying spreading and compacting graded aggregate to wetmix macadam, specification including premixing the material with warer ai OMC in mechanincal mix plant carriage of mix material by tipper to site, laying in uniform layer with paver in sub base /base course on wall prepared surface and compacting with vibratory rollar to achieve the desired density.

Quantity4845

Rate-

Amount 3270.5

Providing and applying tack coat using hot straight run bitumen of grade VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications On bituminous surface @ 0.50 Kg / sqm.

Quantity26326

Rate-

Amount 19.2

Providing & preparation, laying and compaction control of 20 mm thickness composed of graded aggregates premixed with bituminous binder on a previously prepared base/surface in accordance with the requirements of Mix Seal Surfacing (M.S.S) for use as a wearing course to serve as a wearing course.The total quantity of aggregates used for type A or B, shall be 0.27 cu m per 10 square metre area for a carpet thickness of 20 mm. The quantity of binder for premixing shall be 22.0 kg and 19.0 kg per 10 square metre for Type A and Type B surfacing respectively.

Quantity26526

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Amount 192

Laying of Sewer Line

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Amount -

Excavation for depth upto 1.5m below ground level for laying sewer, manholes, gully pits, chambers,sumps etc. in ordinary soil (earth sand, loam and clay) including, dressing levelling,refilling of trenches in 20 cm layers watering sand ramming the same including removal of surplus earth of other dismantled materials upto a distance of 50 m from the centre of treanches.

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Amount -

UP TO 1.5M DEPTH

Quantity7501

Rate-

Amount 204.7

1.5 TO 3.0 M

Quantity3071

Rate-

Amount 245

Concrete with 4cm guage 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

Quantity600

Rate-

Amount 2600

Cement Concrete with 2 cm. gauge approved stone grit, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labor T&P etc. required for proper completion of the work.

Quantity125

Rate-

Amount 5050

Supply of RCC hume pipes NP2 class Socket and spigot type 250 mm dia

Quantity5556

Rate-

Amount 326

Carting of 250 mm dia R.C.C. Hume pipes (NP-3 class) and specials from store to the site of work. Lowering the same into treanches in depth up to 1.5 m below ground level true to alignment, chaulking 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 refilling of treanches from ground level to the invert level of pipes.

Quantity5556

Rate-

Amount 310.9

Construction of Man Hole of (1.00 X1.20 X3.00) m. internal size including base concrete of M-20 mix 1:2:4 of 15cm thick & P.C.C. 1:5:10 bases conc. Thickness 20 cm. eith B.B brick work in 1:3 cement & coarse sand mortar as per drawing. R.C.C slab of (1.21X1.21X0.15) m size of M-20 mix including R/F upto 0.26 qtls. in each M.H and also including foot steps of PVC sheethed cast iron 1 No.s plastering the walls with 12mm. thick dado plaster in 1:3 cement & coarse sand mortar and fixing charges of M.H cover, Excluding cost of cover complete in all respect as per dir of E/C

Quantity160

Rate-

Amount 31175

Construction of Manhole regulating shaft (1.00X1.20)m size including E/W in excavation, brick work in 1:3 cement & coarse sand mortar, 3 nos. PVC sheathed cast iron foot steps in per meter length , Plastering the wall surface with12 mm thick dado plaster in 1.3 cement & coarse sand mortar completer in all respect as per direction of E/C

Quantity120

Rate-

Amount 6328

construction of Sewer connection chamber of (0.60X0.60X3.00) m internal size including base concrete of M- 20 mix 1:2:4 of 15cm, thick & C.C 1:5:10 base cone. Thickness mortar as per drawing R.C.C slab of ( 1.21 X1.21 X0.15)m size of M-20 mix. Including R/F up to 0.26 qtls. In each 1 nos. plastering the walls with 12cm. thick dado plaster in 1:3 cement &coarse sand mortar and fixing charges of M.H. cover, excluding coast of cover complete in all respect as dir. of E/C

Quantity607

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Amount 12838

Construction of sewer connection chamber regulating shaft (0.60 X 0.60) m size including E/W in excavation, brick work in 1:3 cement & coarse sand mortar, & 3nos, Pac sheathed cost iron foot steps in per meter length plastering the wall surface with 12mm. thick dado plaster in 1:3 cement & coarse sand mortar complete in all respect as per direction of E/C

Quantity303.5

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Amount 3637

Supply and Laying of PVC Pipe for sewer connection of 110 mm dia..

Quantity6070

Rate-

Amount 180

Excavation for depth upto 1.5m below ground level for laying sewer, manholes, gully pits, chambers,sumps etc. in ordinary soil (earth sand, loam and clay) including, dressing levelling,refilling of trenches in 20 cm layers watering sand ramming the same including removal of surplus earth of other dismantled materials upto a distance of 50 m from the centre of treanches.

Quantity2735

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Amount 82

Laying of PVC Pipe dia 110 mm dia for sewer connection..

Quantity6070

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Amount 25.95

Laying Water line

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Amount -

Excavation for pipe laying in ordinary soil including, lift up to 1.5m and lead up to 30m. And including refilling the excavated trench, watering, ramming & removal of surplus earth from the site with in a distance of 50 m. As dir. by EIC.

Quantity2377

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Amount 82

Supply of PVC pipes 110 mm dia 6kg/sqcm pressure up to the site. A-110 mm. Dia pipe

Quantity5283

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Amount 180

Supply of PVC pipes 140 mm dia 6kg/sqcm pressure up to the site. A-140 mm. Dia pipe

Quantity200

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Amount 209

Laying, jointing, testing & commissioning of PVC pipe including all complete A-110 mm. Dia pipe

Quantity5283

Rate-

Amount 25.95

Supply & Fixing of ISI marked cast iron 80mm dia Fire Hydrant as per IS 14846 -2000 with SS system, bolts, nuts 3mm thick rubber gasket.

Quantity4

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Amount 6100

Supply & Fixing of ISI marked cast iron screwed down type of Air valve as per IS 14846-2000 with Ss system, bolts, nuts 3mm thick rubber gasket

Quantity2

Rate-

Amount 785

Supply of ISI marked cast iron double flanged Sluice valve as per IS 14846-2000 with SS system, bolts, nuts 3mm thick rubber gasket.

Quantity2

Rate-

Amount 6367

Fixing of Sluice Valve including all complet.

Quantity2

Rate-

Amount 551

Making connection of S/V, A/V and F/H main line including digging and refilling packing and solvent cement complete in all respect

Quantity12

Rate-

Amount 551

Providing and Fixing B Class G.I.Pipe 15 mm dia nominal bore for individual connection.

Quantity6070

Rate-

Amount 100

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