New Okhla Industrial Development Authority Tender
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The New Okhla Industrial Development Authority has issued a formal invitation for competitive bids for Con. Of Internal Road And Drain In Sector-128( Con. Of Road And Drain 5 Percent Abadi Plot Village Sultanpur Sector-128)noida in Gautam Buddha Nagar, Uttar Pradesh, with an estimated contract value of Rs. 1,49,24,305. The bid opening date for this tender is 01-07-2021 and the last date for bid submission is 15-07-2021. Interested bidders for New Okhla Industrial Development Authority tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
New Okhla Industrial Development Authority Tender
Opening Date1 Jul 2021
Closing Date15 Jul 2021
Tender Amount₹ 1,49,24,305
Costs
EMD
₹ 2,99,000Document Cost
₹ 5,310Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_NOIDA_598945_1Bid Award Id
ViewTender No
05/NOIDA/GM/SM-WC-09/ET/21-22Tender Authority
New Okhla Industrial Development Authority ViewPurchaser Address
-Website
http://https://www.noidaauthorityonline.in/
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Documents
BOQ Items
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (1 cement : 2 coarse sand (Zone-III) drived from natural sources : 4 graded stone aggregate 20 mm nominal size drived from natural sources)
18
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6788.6
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12 mm cement plaster of mix:1:4 (1 cement: 4 coarse sand)
2305
-
276.15
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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 .
932
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767.25
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Brick work with Common Brunt clay F.P.S( Non-modular) bricks of class designation 100 in foundation and plinth in:Cement mortar 1:4 (1 cement :4 coarse sand)
302
-
6376.25
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (Zone-III) drived from natural sources : 8 graded stone aggregate 40 mm nominal size drived from natural sources).
181
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5789.6
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Supplying and stacking at site. Moorum.
18
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807.8
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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.
163
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10860.6
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
558
-
101.6
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Supplying and stacking at site.90 mm to 45 mm size stone aggregate.
247
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1840.05
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Providing and applying tack coat using hot straight run bitumen of grade 80/ 100 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 W.B.M. @ 0.75 Kg I sqm.
2281
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42.05
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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.
2462
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39.15
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Earth work in embankment in ordinary soil embankment to be in 20 cm layers breacking clods, watering, rolling each layer with 1/2 Tonne roller on wooden roller or steel rammer, rolling every third and top most layer with power or minimum 8 tonne including 1.5 m lift and all lead including cartage of earth by mechnical transportation and all T&P labour etc. required for proper completion of work. (earth shall be arranged by the contractor at his own cost from out side of Noida.)
2473
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350.1
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Neat cement punning
2305
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62.75
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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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. The contractor has to detect diffrent utilities like sewar line ,Water supply line ,Electric cable,Telephone cable, Gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of engineer in charge All kinds of soil.
558
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156.9
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Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using coarse aggregate as well as fine aggregate derived from natural sources and cement content as per approved design mix, 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 reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of 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 :- Cement content considered in this item is @ 330 kg/cum.Excess/less cement used as per design mix is payable / recoverable separately).
All work up to Plinth level.
36
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8398.65
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Providing and applying tack coat using hot straight wn bitumen of grade 80/ 100 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.
5694
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33.65
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Steel Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above Plinth Level.Cold twisted bars
4600
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83.5
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Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In Cement mortar
20
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1469.9
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Supplying and stacking at site.63 mm to 45 mm size stone aggregate.
514
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1535.65
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Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns, etc. for mass concrete.
369
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284.85
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Supplying and stacking at site.53 mm to 22.4 mm size stone aggregate.
171
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1749.75
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Brick work with common Burnt Clay F.P.S.(Non Modular) bricks of class designation 100 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand)
355
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6157.45
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Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:1:5:3 cement 1 : 5 coarse sand : 3 graded stone aggregate 20 mm nominal size).
15
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9763.8
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Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc. up to floor five level, excluding the cost of centering, shuttering and finishing: 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
29
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8554.5
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Centering and shuttering including strutting, propping etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
84
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609.3
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Gautam Buddha Nagar, Uttar Pradesh