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₹ 3,24,28,747 
Notes
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Class Of Bidder
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Class 'A' electrical license.
Technical Capacity
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The required prior work experience for the bidder is a minimum of five years. The bidder should submit a list of works satisfactorily completed during the last four financial years, with an attested copy of the experience certificate. For works more than 10.00 Lacs and up to 15.00 Lacs, the tenderer must have experience of successfully executed work of at least two jobs equal to the bid value in the last four financial years. For works more than 15.00 Lacs, the tenderer must have experience of successfully executed work of at least two jobs equal to the bid value in the last four financial years. Additionally, for certain categories of work, the bidder should have experience of at least two jobs equal to the bid value in the last four financial years. For works more than 100.00 Lacs and up to 2000.00 Lacs, the bidder should have experience of at least two jobs equal to the bid value or one work equal to 75% of the bid value in the last four financial years. For works of 2000.00 Lacs and above, the bidder should have experience of 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 in the last four financial years. No specific percentage of similar works completed is mentioned for all categories, but specific values and percentages are mentioned for certain categories, such as 75% of the bid value, 40% of the bid value, 60% of the bid value, and 80% of the bid value.

Costs

Summary

Construction Of Service Road,sewer Along 60mtr Wide Road(l.h.s) Towards Sector -28yeawc-04

Description

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BOQ Items

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DO_NOT_SHOW

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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. (DAR-/16.1 / based on uppwd / SOR-2020)

8030

83

671709.5

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Supplying and stacking at site. 90 mm to 45 mm size stone aggregate (DAR-2018/16.3.1/based on uppwd / SOR-2020)

1022.8

2850

2915644.82

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Supplying and stacking at site. 63 mm to 45 mm size stone aggregate (DAR-2018/16.3.2/based on uppwd / SOR-2020)

2503.29

2904

7269804.49

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Supplying and stacking at site. 53 mm to 22.4 mm size stone aggregate (DAR-2018/16.3.3/based on uppwd / SOR-2020)

726.49

2968

2156222.32

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Supplying and stacking of Moorum at site. (DAR-2018/16.3.10/based on uppwd / SOR-2020 )

850.52

2935

2496658.93

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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. (DAR-2018/16.4/based on uppwd / SOR-2020 ))

4252.58

381

1620445.61

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Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm slow setting emulsion using mechanical means.MORTH 502 based on UPPWD SOR 2020

7854

27

219519.3

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Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor on the prepared bituminous surface cleaned with mechanical broom (Morth 503(ii)/AR/YEIDA/based on uppwd / SOR-2020 ) On granular base such as WBM and WMM surface with 2.50Kg of bitumen for 10Sqm AR YEIDA MORTH SOR 2020 503

7854

12

95818.8

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Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-a) or 13.2 mm to 0.09 mm (Type-b) aggregates using penetration grade bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade. (Morth/512/A.R/YEIDA/Based on UPPWD/SOR 2020) 20mm compacted thickness with bitumen penetration of VG-30

7854

205

1610384.16

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Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. With bricks of class designation-150 (DAR-2018/16.7.1/based on uppwd / SOR-2020 )

2200

139

307890

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Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50m and lead upto 30M and including filling watering and ramming of excavated earth into trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by Engineer-in-charge upto a distance of 30M from the foundation trenches. (UPPWD/SOR-2020/251(b))

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-

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Depth from 0.0 to 1.5 M below G.L.

5096.11

72

370996.81

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Depth from 1.5 to 3.0 M below G.L.

3053.11

87

268063.06

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Depth from 3.0 to 4.50 M below G.L.

578.33

102

59452.32

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Extra 20% for under subsoil condition:

-

-

-

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Depth from 2.5 to 3.0 M below G.L.

1808.4

17

31647

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Depth from 3.0 to 4.50 M below G.L.

578.33

20

11890.46

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Providing and laying in position cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) in concrete cradle under NP- 3 pipe of following diameter including centring shuttering but excluding excavation as per approved.

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-

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400 mm dia

871.9

860

750139.17

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Extra 20% for under subsoil condition: (Laying only) 400 mm dia

871.9

172

150027.83

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Supply and laying of ISI marked R.C.C. NP-3 pipes of following sizes including carting, loading, unloading, at godown, including all taxes and levies & rubeer rings.of following dia

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-

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250 mm dia

140

707

99085

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400 mm dia

879.5

1740

1530330

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Extra 20% for under subsoil condition: (Laying only) 400 mm dia

879.5

348

306066

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Supplying and stacking at site. 90 mm to 45 mm size stone aggregate (DAR-2018/16.3.1/based on uppwd / SOR-2020)

98.94

2850

282043.31

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Extra 20% for under subsoil condition 90 mm to 45 mm size stone aggregate.

98.94

570

56408.66

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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). (DAR/5.1.2/Based on UPPWD/SOR-2020))

63.32

7743

490286.76

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Extra 20% for under subsoil condition

63.32

1548

98057.35

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Providing and laying in position specified grade of cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) DAR-18/4.1.3 Based on SOR2020

51.01

7000

357070

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Extra 20% for under subsoil condition

51.01

1400

71414

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Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns, etc. for mass concrete. (DAR/5.9.1/Based on UPPWD/SOR-2020))

395.78

181

71893.44

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Extra 20% for under subsoil condition

395.78

36

14378.69

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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./Cold twisted bars. (DAR/5.22.6/Based on UPPWD/SOR-2020))

1988.37

92

183327.71

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Extra 20% for under subsoil condition

1988.37

18

36665.54

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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 .Brick massonary with 100 class designation FPS bricks in cement mortar 1:4(cement : coarse sand) and 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. inlide out side plastering 12mm thick with cement mortar 1:3(1 cement:3 coarse sand) finished with a floating coat of neat cement and 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

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( block 200X200 X100 mm) mix 1:2:4 including providing and fixing SFRC manhole cover and frame 560 mm internal dia matre(heavy duty) conforming to is 12592 with marking SEWER YEIDA total weight of cover and frame to be not less than 182Kg. fixed in cement concrete 1:2:4 including centring and shuttering complete including all excavations, blck filling bailing or pumping out of water and disposal of surplus earth with in 50m complete as per design & instruction of E/I( no extra payment shall be made on account of circular work)

19

116081

2205543.56

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Extra depth For 1.50 m internal dia 4.95 m deep conical manhole of composite section.

1.26

25182

31730.39

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Brick work with brick of class designationm-150 in foundation and plinth in cement morter 1:4 (1cement : 4 coarse sand)

10

4950

49500



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