New Okhla Industrial Development Authority Tender

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New Okhla Industrial Development Authority Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date2 Apr 2025
Closing Soon15 Apr 2025
Tender Amount₹ 5,25,07,984 
Notes
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Technical Capacity
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The required prior work experience for the bidder is as follows: * Experience of having successfully completed works during the last 7 years ending last day of the month previous to the one in which applications are invited with Govt./Semi Govt./ PSU only. * The bidder should have completed: * Three similar completed works costing not less than the amount equal to 40% of estimated cost put to tender. * Or, two similar completed works costing not less than the amount equal to 60% of estimated cost put to tender. * Or, one similar completed work of aggregate cost not less than the amount equal to 80% of estimated cost put to tender. Specifically, the bidder should have completed works with the following values: - Three similar completed works each costing not less than 40% of the estimated cost put to tender, which is Rs. 17,924,052.00. - OR Two similar completed works each costing not less than 60% of the estimated cost put to tender, which is Rs. 26,886,078.00. - OR One similar completed works costing not less than 80% of the estimated cost put to tender, which is Rs. 35,848,103.00. The bidder should have completed similar works of at least 50% of the estimated cost of the work put to tender. The value of similar works completed should be at least: - Rs. 50 Lac for works costing between Rs. 10 Lac to Rs. 50 Lac - Rs. 2.5 Crore for works costing between Rs. 50 Lac to Rs. 2 Crore - Rs. 5 Crore for works costing between Rs. 2 Crore to Rs. 5 Crore - Rs. 10 Crore for works costing above Rs. 5 Crore.

Costs

Summary

Construction Of Road In Front Of Forties Hospital In Sector-62, Noida.

Description

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BOQ Items

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Filling available excavated earth (excluiding 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 50m and lift upto 1.5m

525

93

48825

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Construction of sub-grade and earthen shoulder with approved obtained from right of way all lifts & leads , transporting to site ,spreading ,grading to required slope and compacted to meet requirement of table no. 300-2

1600

82

131808

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -all work upto plinth level 1:4:8 (1cement :4 course sand (zone III ):8 graded stone aggregate 40mm nominal size ).

208

5746

1195351.04

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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

360

181

65390.4

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Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform

1909

385

736263.12

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Centering and shuttering including strutting, propping etc. and removal of form for :Wall any thickness including attached pilasters, buttresses, plinth and string course etc.

930

335

312061.5

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Wet Mix Macadam (Plant Mix Method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

400

4458

1783200

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By Mix in Place Method Well graded Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. MORT&H Specification 401 Sr No 4.1

400

4093

1637400

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Prime Coat over WBm/WMM, Providing and applying Primewith SS1 grade bitumen emulsion using emulsion pressure distributor at the rate of 0.70 to 1.00 kg per sqm using mechanical means.

1600

42

67200

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

32400

32

1044900

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Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using 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 impaining strength and durability as per direction of the Engineer-in-charge. (Note Cement content considered in this item is @ 330kg/cum.Excess/less cement used as per design mix is payable/recoverable separately). All works up to plinth level.

648

7912

5127170.4

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Extra for providing richer mixes at all floor levels. Note :- Excess/less cement over the specified content used is payable/recoverable separately . Providing M-30 grade concrete inseed of M-25 grade BMC/RMC. ( Note:- Cement content considered in M-30 is @340 kg/cum).

648

65

42735.6

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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.

59075.68

82

4892057.06

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(Dense Graded Bituminous Macadam Grading 2 )Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver 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 complete in all respects.

850

10237

8701705

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Bituminous Concrete Grading 2 Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver 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 complete in all respects

680

11438

7778384

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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 1:4 ( 1 cement : 4 coarse sand )

42.43

5214

221263.96

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Chequerred precast cement concrete tiles 22mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment cemnt motortar 1:4 (1 Cement : 4 Coarse sand) dark shade pigment using ordinary cement

1090

695

758073.2

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Providing wall putty on new surface with approved quality material of Berger/JK/Birla of similar make 2 coats

5222

63

328986

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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work

5222

117

614002.76

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Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), Including maklng joints with or w1thout grooves (thickness of Jolnts except at sharp curve shall not to more than Smm), Including making drainage opening wherever required complete etc. as per direction of Engineer-In-charge (length of finished kerb edglng shall be measured for payment). (Precast C.C. kerb stone shall be approved Uy Engineer-In-charge).

27

6920

186865.92

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Disposal of building rubbish / malba / similar unserviceable , dismantled or waste materials by mechanical means incluiding loading transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge. Beyound 50 m initial lead, for all leads incluiding all lifts involved.

841.18

120

101404.25

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12mm Cement plaster of mix : 1:4 (1 cement :4 fine sand)

931.5

176

164661.26

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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface.Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be level, uniform and free from streaks and holes.

1096.2

520

570024

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Providing and applying cold plastic paint two componet rolled on surfacing material solvent free, high build two pack seamless, tough, skid resistant, material with has property of attaining 2.0 mm thickness in single coat application white (or as required colour) based on glass and colour retaining acralic cross linking resin system for coloured road surfacing including cleaning and cost of all material etc. complete. (All inclusive on bitumen or concrete surface) work shall carried out as per IRC 35-2015 Cluase 2.2)

1650

1506

2484900

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Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size), including necessary excavation of size 250x250x450mm deep for the same in bitumen/ concrete pavement at specified spacing.

24

674

16176

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Solar Power road marker (Solar studs) The solar studs shall be made of Aluminum alloy and poly carbonate material which shall be absolutely weather resistance and strong enough to support a load of 13,635 Kg tested in accordance with ASTM D4280. Its colour may be white,red,yellow,green or blue or combination as directed by the Engineer. Its water resistance shall meet the requirements of IP 65 in accordance with IS:12063:1987 category 2 for protection against water ingress. The dimensions of solar studs shall not be less than 100mm X 100mmX10mm. It shall have super bright LEDs so as to provide long visibility from a distance of more than 800 m. Its flashing rate shall not be less than 1 Hz. Its should be able to give the prescribed performance in the temperature range-40*C to 55*C. Its life shall be not less than 3 years. The rate shall be include all materials, labour, equipments, fabrication, transportation,erection,installation and incidentals all complete as per direction of the Engineer-in-charge.

60

2695

161700

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Flexible Median Marker as per IRC 79:20:19 Flexible Median Marker (FMM) should be used for improving median visibility during dark hours. Use of Median Marker provides safety against collision happening with medians during night time, or serve whether. Flexible Median Markers shall be provided with fluorescent Yellow colour retro reflective sheeting type XI as per IRC 67, flexible Median Marker shall be of tough high impact resistant injection molded thermoplastic body with property of flexibility to provide high durability and U shape structure having rebound, bounce back property the sheeting shall be type XI confirming to IRC 67 and it should be own both the faces whereby providing maximum reflectivity at I, anger distance with adequate durability The logo of the manufacturer shall be embossed on either side of the body during the injection molding process FMM shall be fixed by a combinitation of apoxy adhesive and grouting drilling on concrete Median of properly constructed solid medians. Height. The marker height shall be a median of 180mm, width 120mm and body thickness 6.5mm, the shanks shall not be less than 20mm and depth shall not be less than 30mm reflective area shall not be less than 90cm square proof of the same report shall be uploaded which quoting tender.

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-

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The body of FMM shall bounce back to its original position of after 750 number of hits using pendulum of 1.8 kg confirming 40 ASTM D256 adhesion between the body and outer casing body of FMM shall with stand 50kg. Tensile loads confirming to ASTM D638 method, The rate shall be include all materials,labours, T&P transportation installation and incidentals all complete as per direction of the Engineer-In-charge .

980

312

305760

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Providing and fixing 18mm thick gang saw cut, mirror polished, premounlded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, mounding and polishing to edges to give high gloss finish etc. complete at all levels, Granite of any colour and shade. Area of slab upto 0.50 sqm.

252.92

3106

785726.33

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Steel work welded in built up sections/ framed work, including cutting hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

3332

92

307676.88

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Applying priming coat with ready mixed red zinc chromate primer of approved brand and manufacturing on steeel galvanised iron / steel works.

245.3

32

7861.87

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Providing and fixing stainless steel (Grade 304) ralling made of Hollow tubes, channels, plates etc, including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete i/c fixing the ralling with necessary accessorise & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge. (for payment purpose only weight of stainless steel members shall be considered exluding fixing acessorises such as nuts, bolts fasters etc.)

1000

460

460130

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Dustbin-MSW8 Dim :- 370 L x 340 W x 875 H mm. Capacity :- 50 Ltr. Construction :- G.I. powder coated frame with 70 x 12mm synthetic wood planks cladding (synthetic wood is a composite material of wood & plastic which makes it termite free and weather resistance & has a good self life). Inner Removable bin for wate removable. Tilt able from lid.

14

11498

160983.9

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Providing and Fixing 8 feet metal Kiosk with canopy on window and completed lockable by architect.

6

313880

1883280

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Concrete Bench with Planter Supply Glass fiber rainforced concretee bench as per approved design. The Planter Should be Casted in fiber rainforced plastic molds allowing tolerance of 1000. The wall thickness should be minimum 25mm casted in parti and cement based of JK Cement, ultratech or equivalent, using approriate machineries. reinforced with Alkali ranging from 3-5% of N.E.G Japan of owners carning. The bench Caring. The bench should be prgmented with synthethic oxide non facing weatherproof. UV resistant pigments of M/s Bayferrox/ laxness of equivalent the outer suface need to be coated with sealer.

20

56000

1120000

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TR Concrete Bench Supply of Concrete bench as per approved design casted in FRP mould for uniform surface strainghtness and appropiated edge precasted with M-25 Concrete mix and appropiated reinforcement. The outer surface need to be coated with sealer.

20

22656

453120



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