Irrigation And Flood Control Department Tender
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Irrigation And Flood Control Department - IFC Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date13 Sep 2022
Closing Date20 Sep 2022
Tender Amount₹ 1,74,72,460
Costs
EMD
₹ 3,49,449Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2022_IFC_229182_1Bid Award Id
ViewTender No
EE/CD-VI/ACS-82/2022-23Tender Authority
Irrigation And Flood Control Department ViewPurchaser Address
-Website
http://govtprocurement.delhi.gov.in
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Documents
BOQ Items
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1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
211
-
4782.2
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Centering and shuttering including strutting, propping etc. and removal of form for :Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like.
269
-
207.1
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)
1936
-
5074.3
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Dry brick on edge flooring in required pattern with bricks of classdesignation 7.5 on a bed of 12 mm mud mortar, including filling joints with sand, with common burnt clay non modular bricks.
720
-
551.05
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12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand).
2693
-
179.65
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6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand).
844
-
153.55
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Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm)
3538
-
62.8
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Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.
2400
-
96.2
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Supplying and stacking at site.
-
-
-
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90 mm to 45 mm size stone aggregate
299
-
1426.75
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63 mm to 45 mm size stone aggregate
224
-
1547.7
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53 mm to 22.4 mm size stone aggregate
224
-
1646.95
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Stone screening 13.2 mm nominal size (Type A)
101
-
1607.85
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Stone screening 11.2 mm nominal size (Type B)
37
-
1561.3
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Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.
747
-
479.6
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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 :
-
-
-
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On W.B.M. @ 0.75 Kg / sqm
2400
-
38.85
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On bituminous surface @ 0.50 Kg / sqm
2400
-
29.35
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Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface 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. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of totalmix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.
180
-
5986.75
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Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder 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 to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in drum Type Hot Mix Plant of 60-90 TPH capacity.
120
-
8280.85
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Supply of earth at site including excavation, royalty, loading, unloading & banking the same in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with half tonne roller or wooden or steel rammers and dressing up in embankments for roads, flood banks, marginal banks and guide banks etc. with carriage by mechanical transport with all leads & lifts . All kinds of soil.
960
-
567.25
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