Irrigation And Flood Control Department Tender
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The IFC has issued a formal invitation for competitive bids for the Irrigation And Flood Control Department project, for Delhi Village Development Board Works In N.c.t. Of Delhi. in North West Delhi, Delhi, with an estimated contract value of Rs. 1,85,02,778. The bid opening date for this tender is 13-09-2022 and the last date for bid submission is 20-09-2022. Interested bidders for Irrigation And Flood Control Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Irrigation And Flood Control Department - IFC Tender
Opening Date13 Sep 2022
Closing Date20 Sep 2022
Tender Amount₹ 1,85,02,778
Costs
EMD
₹ 3,70,056Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Delhi Village Development Board Works In N.c.t. Of Delhi.
Description
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Contact
Tender Id
2022_IFC_229260_1Bid Award Id
ViewTender No
EE/CD-VI/ACS-83/2022-23Tender 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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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).
205
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5074.3
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m, all kinds of soil.
205
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177.7
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12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) with neat cement punning.
2860
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238.6
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more
187
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60.45
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Providing and laying in position bitumen hot sealing compound for expansion joints etc.Using grade 'A' sealing compound.
3271
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2.35
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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size).
2
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6637.35
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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, on bituminous surface @ 0.50 Kg I sqm.
21064
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29.35
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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.
45
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207.1
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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.
527
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8280.85
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Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in-Charge, all kinds of soil.
6621
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56.6
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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 total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.
899
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5986.75
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Supply of earth at site including excavation, royalty, loading, unloading and banking the same in layers not exceeding 20 cm in depth, breaking clods watering, rolling each layer with ½ tonne roller or wooden or steel rammers and rolling every 3rd and top most layer with power roller of minimum 8 tonne and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions including carriage of earth by mechanical transport upto all leads and lifts all kinds of soil.
352
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570.2
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Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge.” Note : Excess/less cement used than specified in this item is payable/ recoverable separately, all works upto plinth level, M-10 grade plain cement concrete (cement content considered @ 220 kg/cum).
262
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6462.6
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Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.
393
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2277.05
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Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate
34
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387.2
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Providing & Fixing Red Sand Stone Slab 30 mm thick (undressed) in cement mortar 1:6 (1 Cement : 6 Fine Sand) over drains
8
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337.75
Evaluation Notes How It Works ?
Potential Partner
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South Delhi, Delhi