Ghaziabad Development Authority Tender

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Ghaziabad Development Authority - GDA Tender

Works
Eprocure
Opening Date30 Nov 2018
Closing Date13 Dec 2018
Tender Amount₹ 4,42,75,194 
Notes
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Costs

Description

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Documents
CONST. SERVICE ROAD/DRAIN ALONG DELHI SAHARANPUR MARG INDRAPURI, KHANNA NAGAR AT LONY GZB. PHASE-I
CONSTRUCTION OF SERVICE ROAD AND DRAIN ALONG DELHI SAHARANPUR MARG IN FRONT OF INDRAPURI AND KHANNA NAGAR AT LONY GHAZIABAD IN PHASE-I
CONSTRUCTION OF SERVICE ROAD AND DRAIN ALONG DELHI SAHARANPUR MARG IN FRONT OF INDRAPURI AND KHANNA NAGAR AT LONY GHAZIABAD IN PHASE-I
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BOQ Items

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Construction of granular sub base(GSB) by providing close graded material(GRADE-1) spreading in uniform layers with motor grader on prepared surface, mixing by mix place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density complete as per MORTH clause 401

2495

8340785

3343

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Providing, laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with at OMC in mecahnical mix plant close grade mixing in mechenical mix plant at OMC carriage of mixed material by tipper to site, liying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density.406 of MORTH specification and as per direction of the engineer in charge(A.R)

1490

5392310

3619

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Providing and applying tack coat with 80/100(vg10) bitumen using emulsion pressure distributer@1.00kg/sqm at prepared surfce of granular base including cleaned with mechenical broom including supply all material labour T&P required for proper completion of work as per clouse 503 of MORTH specification and as per direction by enginner in charge(A.R).

9450

316575

33.5

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providing and laying 50mm copected bituminous macadam on prepared surface with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregate of specified grading premixed with bituminous binder @ 3.30 per cent by weight of total mix and filler ,transporting the hot mix to work site laying with a hydrostatic pavar finisher with sensor control to the required grade,level and alignment rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction as per MORT&H Specification clauses 504 and as per direction of the engineer in charge(A.R)

380

2661900

7005

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Providing and applying tack coat with 80/100(vg10) bitumen using emulsion pressure distributer@0.30kg/sqm at prepared surfce of granular base including cleaned with mechenical broom including supply all material labour T&P required for proper completion of work as per clouse 503 of MORTH specification and as per direction by enginner in charge(A.R).

9450

106785

11.3

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 Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP providing an average output 75 Tonne per hour using crushed aggregates of specified grading premixed with 60/70(VG-30)bituminous binder@4.50% by weight of total mix andhydrated lime@2% by weight of total mix, transport the hot mix to work site, laying with hydrostatic paver finisher with sensor control to the required grade, level and alignment roller with smooth wheeled vibratory and alignment and tendem rollers to achieved the desired compaction as per MORT & H 508 grade-1(13mm nominal size )MORT&H specification sand as per direction of E/I. (A.R)

380

3147160

8282

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Brick edging on both side of road of M-150bricks 7cm wide and 11 cm deep laid with mud motor including supply of all material labour tnp required proper complition of work finished to the required template and in proper alignment and also ramming&dressing the execaveted earth as per direction of E/I.

3780

221130

58.5

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Earthwork: Excavation in foundation etc. in ordinary soil including lift upto 1.5m lead upto 50m including filling watering and removal of surplus earth as directed by the Engineer-in-charge specification all complete.

3025

287375

95

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Concrete with 40mm gauge stone ballast, C sand, cement in 1:4:8 proporation in foundation of material, labour, T and P etc complete(SI NO 275)

427

2220400

5200

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RCC work with cement approved coarse sand and 2cm (3/4")gauge approved stone ballast in the proportion 1:1½:3 (1 cement : 1½ coarsesand : 3 stonegrit) in raft including necessary centering & shuttering excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 BWG binding wire.(S.I.285)

530

3471500

6550

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RCC work with cement approved coarse sand and 2cm (3/4")gauge approved stone ballast in the proportion 1:1½:3 (1 cement : 1½ coarsesand : 3 stonegrit) in wall including necessary centering & shuttering excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 BWG binding wire.(S.I.285)

753

6024000

8000

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RCC work with cement approved coarse sand and 2cm (3/4")gauge approved stone ballast in the proportion 1:1½:3 (1 cement : 1½ coarsesand : 3 stonegrit) in slab including necessary centering & shuttering excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 BWG binding wire.(S.I.285)

98

754600

7700

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Mild steel (Tor steel or plain) in plain work such as reinforced concrete or reinforced brick work (when not included in an overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage band overlapping and including cost of binding wire.(Sl. No. 504)

1457

8159200

5600

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Arrangment of JCB including POL & driver with all etc as per reqiurment of work and as per direction by Engineer in charge

240

228000

950

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Arrangment of Tractor trolly including POL & driver with all etc as per reqiurment of work and as per direction by Engineer in charge

60

96000

1600



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