Uttar Pradesh State Industrial Development Authority Tender

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Uttar Pradesh State Industrial Development Authority - UPSIDA Tender

Works
Bridge Construction
Civil And Construction
Road Construction
Civil Works Others
Drainage Work
Water Storage And Supply
Eprocure
Opening Date11 Sep 2024
Closing Date3 Oct 2024
Tender Amount₹ 18,19,76,736 
Notes
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Costs

Summary

Construction Of Road,median, Culvert, Utility Duct And Crossing, Internal/external Drainage-8.3km, Water Supply

Description

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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 MORTH specification clause No. 507 complete in all respects

396.75

4344015

10949

... More
Providing Plastic Speed Bump ( Table top Speed Breaker) Carrying load up to 40 mt making modified thermoplastics in all Junctions as per the Specification irc sp 99 2018

62.05

46537

750

... More
Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401

5764.06

20744851

3599

... More
Providing and laying 100mm thick factory made cement concrete interlocking Paving blocks of M50 grade manufactured by block making machine equiped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 60-2014

16425

15439500

940

... More
Excavation in foundation in ordinary soil including lift upto 1.50m, and lead upto 30m.including filling watering and ramming of excavated earth into the trenches or into the plinth and removal and disposal of surpluse earth as directed by the Engineer in charge upto a distance of 30m, from the foundation trenches

7237.6

651384

90

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Cement concrete with 4cm gauge Approved stone ballast , coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, Tools & plants etc.

1751.39

8371644

4780

... More
First Class brick work in 1:4 (One Cement & 4 cores sand ) (1.25 F.M.) mortar in foundation and plinth including supply of all materials, labour & tools & plants etc required for proper completion of the work Excluding GST

21.08

96968

4600

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RCC Work with cement approved coarse sand and 2 cm Gauge approved stone Ballast in proportion of 1:1.5:3 in T beam, slab roof and R.C.C coloumn excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I binding wire and including necessary centering and shuttering etc.

10.34

75482

7300

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2 cm thick cement plaster in dado or skirting in 1:2 Consisting of one part of cement and 2 parts of approved coarse sand laid in panels, finished with 3mm floating coat of neat cement or cement and marble dust in ration of 5:1 including supply of all materials, labour and T& etc.

132.48

30470

230

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Mild steel in plain work such as R.C.C or R.B work including bending for proper shape and including supply of steel its wastage bend hooks and authorized overlapping shall be measured and including cost of binding. Excluding GST

41.48

3279657

79066

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Laying of NPm RCC Hume Pipe with complete fitting

276.5

301385

1090

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Concrete of M20 grade with minimum cement content of 300 kg /cum (Raft)

240.9

1500807

6230

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Concrete of M20 grade with minimum cement content of 300 kg /cum (Walls)

429.7

2677031

6230

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RCC Work with cement approved coarse sand and 2cm gauge approved stone ballast for slab including its fixing and binding the same with 24 b.w G.G.I binding wire and including necessary centering and shuttering. Slab

20.4

148920

7300

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Brick edging on both side of the road of first class brics 7 cm wide, 11 cm deep, laid with mud mortar including labour & supply of brics finished to the required template and in proper alignment and also including dressing and ramming the excavated earth as directed by the Engineer-in-Charge.

8.81

517147

58700

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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.

3470.69

218653

63

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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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

1487.44

5632935

3787

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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

11307.96

2182888

193.04

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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 and for all lift.

1763.44

256333

145.36

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Extra for every additional lift of 1.5 m. or part thereof in excavation/ banking excavated or stacked materials. All kinds of soil

12.94

1216

94.04

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Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana I Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate I retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum

107.92

760714

7048.87

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1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size )

995.11

5027176

5051.88

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Providing and laying precast RCC Drain of M30 grade inside forms including all materials, centering and shuttering, labour, T & P for fixing of the same. All necessary arrangement for vibration, compaction & curing etc at yard complete as directed by Engineer-en-Charge. Cost of reinforcement will be paid extra

4051.95

34624723

8545.2

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Shiftingofsegmentfromcastingyardtositebytrailerincludingloading,unloading,placingandalignmentthesegment as per the level.

4051.95

7293510

1800

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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

64.71

18818

290.82

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Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

1038.52

648877

624.81

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S/F M.S (tor steel or plain) in plain work such as RB work including bending for proper shape as necessary including bending for proper complition of the work and including supply of all steel & wastage, bend, hooks and authorized overlapping shall be measured etc all complete as per direction of engineer-in-charge.

459684.34

36338047

79.05

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Providing and fixing angle iron frames for doors, windows and ventilators of mild steelAngle sections of size 35x35x5 mm,joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge.

1698.9

221706

130.5

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Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides

199.87

125206

626.44

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Excavating trenches of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed, within a lead of 50m. All kinds of soil Pipes, cables etc. exceeding 80mm dia but not exceeding 300mm dia.

7840

2047494

261.16

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Providing flanged joints to double flanged C.I./ D.I. pipes and specials, including testing of joints : 80 mm diameter pipe

75

11964

159.52

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100 mm diameter pipe

20

4924

246.21

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200 mm diameter

16

4596

287.3

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200 mm diameter pipe

30

9536

317.89

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Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) 100 mm dia Class-II

15

55463

3697.58

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125 mm diameter

4

21691

5422.99

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Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5

19

266267

14014.08

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Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) : 100 mm dia

3

19785

6595.18

... More
Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS : 9523 :Up to 600 mm dia

47

697456

14839.49

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Providing and laying D.I. Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523 : Up to 600 mm dia

3

47367

15789.06

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Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket : 100 mm dia. Pipe

1750

155032

88.59

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150 mm dia. Pipe

20

2860

143.02

... More
Providing and laying Double Flanged (screwed / welded) Centrifugally (Spun) Cast Iron, Class B (IS : 1536) : 100 mm dia C.I. Double Flanged Pipe

25

38737

1549.5

... More
150 mm dia C.I. Double Flanged Pipe

25

59672

2386.89

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200 mm dia C.I. Double Flanged Pipe

50

185250

3705

... More
Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 : 100 mm dia Ductile Iron Class K-9 pipes

15573.17

15529253

997.18

... More
Providing and laying UPVC Pipe confirming to IS 4985

785.83

1056627

1344.6

... More
150 mm dia Ductile Iron Class K-9 pipes

105

143104

1362.9

... More
Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required : 80 mm dia

30

110841

3694.73

... More
Providing, laying, testing & commissioning of 'C' class heavy duty MS pipe conforming to IS 3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required : 80 mm dia

60

83876

1397.94

... More
Supplying and fixing Single headed external yard hydrant valve with 1 No. 63 mm dia instantaneous FM Gunmetal/Stainless Steel coupling and cast iron wheel, ISI marked, conforming to IS 5290 (type A) with blank Gunmetal/Stainless Steel cap and chain as required : Single headed Stainless steel

30

136583

4552.77



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