Yamuna Expressway Industrial Development Authority Tender

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Yamuna Expressway Industrial Development Authority - YEIDA Tender

Works
Civil And Construction
Drainage Work
Eprocure
Opening Date6 Mar 2025
Closing Soon20 Mar 2025
Tender Amount₹ 14,95,22,799 
Notes
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AI Insights

Bid Capacity
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For works with bid values: - More than Rs.10.00 Lacs and up to Rs.15.00 Lacs: - Cumulative turnover: 1.5 Times bid value - Liquid assets: 5% of the bid value or Rs.10.00 Lacs - More than Rs.15.00 Lacs and up to Rs.100.00 Lacs: - Cumulative turnover: 1.5 Times bid value - Liquid assets: 10% of the bid value or 40% of the bid value - More than Rs.100.00 Lacs and up to Rs.500.00 Lacs: - Cumulative turnover: 1.5 Times bid value - Liquid assets: 12% of the bid value or 40% of the bid value - Works with bid value of Rs.500.00 Lacs and above: - Cumulative turnover: 2.00 Times bid value - Liquid assets: 12% of the bid value or 40% of the bid value Formulas: - Cumulative turnover = 1.5 * Bid Value (for most categories) - Cumulative turnover = 2 * Bid Value (for bid values of Rs.500.00 Lacs and above) - Liquid assets = 5% of Bid Value or Rs.10.00 Lacs (for bid values between Rs.10.00 Lacs and Rs.15.00 Lacs) - Liquid assets = 10% of Bid Value or 40% of Bid Value (for bid values between Rs.15.00 Lacs and Rs.100.00 Lacs) - Liquid assets = 12% of Bid Value or 40% of Bid Value (for bid values between Rs.100.00 Lacs and Rs.500.00 Lacs, and for bid values of Rs.500.00 Lacs and above)
Technical Capacity
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The required prior work experience for the bidder is in similar fields for the last four financial years in organized sectors. The tenderer must have experience of successfully executed work as stated below: 1. Works more than 10.00 Lacs: At least two jobs equal to the bid value. 2. Works more than 15.00 Lacs and upto 100.00 Lacs: At least two jobs equal to the bid value. 3. Works more than 100.00 Lacs and upto 2000.00 Lacs: At least two jobs equal to the bid value or one work equal to 75% of the bid value. 4. Works Rs.2000.00 Lacs and above: At least three works each equal to 40% of the bid value or two works each equal to 60% of the bid value or one work equal to 80% of the bid value. The values and percentages of similar works completed are: - 10.00 Lacs (two jobs equal to the bid value) - 15.00 Lacs to 100.00 Lacs (two jobs equal to the bid value) - 100.00 Lacs to 2000.00 Lacs (two jobs equal to the bid value or one work equal to 75% of the bid value) - 2000.00 Lacs and above (three works each equal to 40% of the bid value or two works each equal to 60% of the bid value or one work equal to 80% of the bid value) - 40% of the bid value - 60% of the bid value - 75% of the bid value - 80% of the bid value. Additionally, the bidder should have a minimum of five years of experience and should have completed similar works with specific requirements for different categories of works. The financial capability requirements are: - 5% of the bid value for works more than Rs.10.00 Lacs & upto Rs.15.00 Lacs - 10% of the bid value for works more than Rs.15.00 Lacs & upto Rs.100.00 Lacs - 12% of the bid value for works more than Rs.100.00 Lacs & upto Rs.500.00 Lacs - 12% of the bid value for works Rs.500.00 Lacs and above Also, 1.5 times the bid value is required for cumulative turnover for all categories of works.

Costs

Description

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BOQ Items

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DO_NOT_SHOW

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View all details for FREE
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Depth from 3.0 to 4.50 M below G.L.

10188.44

102

1047371.63

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Depth from 4.50 to 6.00 M below G.L.

1971.44

117

232235.63

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Depth from 6.00 to 7.50 M below G.L.

539.61

132

71660.21

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Extra 20% for under sub soil condition

-

-

-

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3.00 - 4.50 M. B.G.L.

10188.44

20

209474.33

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Depth from 4.50 to 6.00 M below G.L.

1971.44

23

46447.13

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Depth from 4.50 to 6.00 M below G.L.

539.61

26

14332.04

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Supply and laying of ISI marked RCC NP-3 pipes of following sizes including carting, loading, unloading at godown including all taxes and levies and rubber rings of following dia

-

-

-

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400mm dia

1826

1740

3177240

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Extra 20% for under sub soil condition

1826

348

635448

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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:

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-

-

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1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) SOR 20 /5.1.2

143.16

7743

1108487.88

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Extra 20% for under sub soil condition

143.16

1548

221697.58

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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:

-

-

-

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1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) SOR 20 /5.1.2

159.93

7000

1119510

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Extra 20% for under sub soil condition

159.93

1400

223902

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Supply & Stacking at site:

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-

-

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90mm to 45mm Size stone aggregate.

246.51

2850

702726.06

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Extra 20% for under sub soil condition

246.51

570

140545.21

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Centering and shuttering including strutting, propping etc. and removal of form for all heights :

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-

-

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Foundations, footings, bases of columns, etc. for mass concrete. (DAR/5.9.1/Based on UPPWD/SOR-2020))

3095.4

181

562279.41

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Extra 20% for under sub soil condition

1178.1

36

42800.37

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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.

-

-

-

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Thermo-Mechanically Treated bars of grade Fe-500D or more./Cold twisted bars. (DAR/5.22.6/Based on UPPWD/SOR-2020))

723036.5

92

66663965.3

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Extra 20% for under sub soil condition

5524.2

18

101866.25

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Construction of RCC core conical manhole 1.50m internal dia at bottom and 0.56m dia top and 4.95 m deep in or under sub soli water . RCC core in cement concrete proportion 1:1 1/2 :3(1 cement: 1 1/2 coarse sand:3 graded stone aggregate 20 mm nominal size) foundation concrete 1:4:8(1 cement:4 coarse sand:8 graded stone aggregate 40 mm nominal size) over 100 mm dry stone soiling of 40 mm aggregate with 20% blinding material such as moorum etc. well consolidated with steel rammers necessary shuttering etc. making cunnette in cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement including providing and embedding of 12 mm poly propelene coated foot rest 300 mm centre to centre and embedded in cement concrete

61

121120

7388332.2

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EXTRA DEPTH For 1.50 m internal dia 4.95 m deep conical manhole of composite section.

134.36

25880

3477236.8

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Brick work With bricks of class designation-150 in foundation and plinth in Cement mortar 1:4 (1 Cement : 4 Coarse sand (DAR/19.9.1.1/Based on UPPWD/SOR-2020))

20

4950

99000

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Cement concrete with 4cm Guage Approved Stone ballast , Coarse Sand& Cement in the proportion of 8:4:1 including Supply of all material, Labour, Tools & Plants etc required for Proper completion of the work. UPPWD/SOR/281/P-17

448.52

5820

2610386.4

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Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. (DAR/5.9.2/Based on UPPWD/SOR-2020))

21696.54

335

7280274

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Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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 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).

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-

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All works upto plinth level. (DAR/5.33.1/Based on UPPWD/SOR-2020))

6093.52

7849

47831999.27

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Providing and fixing on wall face U V stablized unplasticised PVC Pipe uPVC Pipes (working Pressure 6kg/cm2) single socketed pipe (single socketed having 3.2mm wall thickness confirming to IS 13592 (6KG/Cm2) including joint with seal ring confirming to IS: 5382 leaving10mm gap for thermal expansions uPVC pipes (Working pressure 6Kg/Cm2) Single socketed Pipe 110mm Dia

23.2

254

5903.24



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