Yamuna Expressway Industrial Development Authority Tender
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Yamuna Expressway Industrial Development Authority - YEIDA Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date10 Mar 2025
Closing Date24 Mar 2025
Tender Amount₹ 11,06,53,040
Technical
Technical
Financial
Additional Eligibility
Class Of Bidder
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The class eligibility requirement to bid or participate in this tender is Class 'A' electrical license for contractors who also have experience in structural glazing work.
Bid Capacity
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To extract the bid capacity required in the given tender, including value and formulas, we must analyze the provided details. The bid capacity seems to be related to the value of the works the tenderer has previously executed and their financial capabilities. For works of different values, the requirements are as follows:
1. For Works more than 10.00 Lacs and up to 15.00 Lacs: The tenderer must have experience of at least two jobs equal to the bid value in the last four financial years.
2. For Works more than 15.00 Lacs and up to 100.00 Lacs: The tenderer must have experience of at least two jobs equal to the bid value in the last four financial years.
3. For Works more than 100.00 Lacs and up to 2000.00 Lacs: The tenderer must have experience of either two jobs each equal to 75% of the bid value or one work equal to 75% of the bid value in the last four financial years.
4. For Works of 2000.00 Lacs and above: The tenderer must have experience of either three works each equal to 40% of the bid value, 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. The formulas for determining the minimum experience required for the bid capacity can be summarized as follows:
- For bids up to 15.00 Lacs: 2 * Bid Value
- For bids between 15.00 Lacs and 100.00 Lacs: 2 * Bid Value
- For bids between 100.00 Lacs and 2000.00 Lacs: 1.5 * Bid Value (or 2 * 0.75 * Bid Value for two jobs)
- For bids above 2000.00 Lacs: - 3 * 0.4 * Bid Value (for three jobs) - 2 * 0.6 * Bid Value (for two jobs) - 1 * 0.8 * Bid Value (for one job) Additionally, the bid capacity involves a minimum turnover calculated over three consecutive years out of the last four assessment years, with a 20% relaxation for working contractors, and the possession of liquid assets or a solvency certificate with a specified amount, valid not older than six months. Given these details, the bid capacity required in the tender can be determined based on the tenderer's experience, financial position, and the specific formulas provided for different bid values.
Technical Capacity
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The required prior work experience for the bidder is a minimum of five years. Additionally, the bidder should have satisfactorily completed works during the last four financial years. 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 and up to 100.00 Lacs, and for works more than 100.00 Lacs and up to 500.00 Lacs, similar work experience is necessary, but specific requirements are not mentioned. For works of 500.00 Lacs and above, relevant experience is needed, but specific requirements are not mentioned. In terms of specific values and percentages, the following are mentioned:
- For works more than 100.00 Lacs and up to 2000.00 Lacs, the tenderer should have at least two jobs each equal to 75% of 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 tenderer should have 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. The bidder should furnish proof of work experience for the last four financial years and provide experience certificates for each year. The experience should be in similar fields. A relaxation of 1 year in experience will be given if the company is owned by a Diploma engineer, and a relaxation of 2 years in experience will be given if the company is owned by a Graduate engineer. All working contractors shall be eligible for a relaxation of 20% in the value of turnover and liquid assets or Solvency certificate required in a particular tender. The cumulative financial turn over and current liquid assets should be as under: 1.5 Times bid value, 5% of the bid value for works more than Rs.10.00 Lacs & upto Rs.15.00 Lacs. 1.5 Times bid value, 10% of the bid value for works more than Rs.15.00 Lacs & upto Rs.100.00 Lacs. 1.5 Times bid value, 12% of the bid value for works more than Rs.100.00 Lacs & upto Rs.500.00 Lacs. 2.00 Times bid value, 12% of the bid value for works Rs.500.00 Lacs and above. The bidder should have on their payroll the following staff: Diploma Engineer - 1 for works more than Rs.10.00 Lacs & upto Rs.15.00 Lacs. Graduate Engineer – 1, Diploma Engineer - 1 for works more than Rs.15.00 Lacs & upto Rs.100.00 Lacs. If any work of a tenderer is behind the schedule by more than 15%, then that tenderer shall be disqualified from the process of opening of price-bid.
Costs
EMD
₹ 21,07,000Document Cost
₹ 6,770Tender Fee
Refer Documents
Summary
Development Work Of Medical Devices Park Part-ii- B(road Drain And Sewer) In Sector-28,yeida Wc-04
Description
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Contact
Tender Id
2025_YEIDA_1015781_1Tender No
YEA/GM(PROJECT)/2025/1013 DT-03/03/2025Tender Authority
Yamuna Expressway Industrial Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). (DAR-/16.2/based on uppwd / SOR-2020)
8294.1
9
79623.36
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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)
27647
83
2312671.55
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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)
3452.42
2850
9841641.07
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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)
8379.69
2904
24335457.73
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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)
2452.25
2968
7278278
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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 ))
14284.36
381
5443055.38
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Supplying and stacking of Moorum at site. (DAR-2018/16.3.10/based on uppwd / SOR-2020 )
3246.13
2935
9528852.31
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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 )
5168
139
723003.2
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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
26510.82
19
523323.59
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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
26510.82
12
323432
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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 CRMB-55
26510.82
205
5435778.53
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Providing and carting of following dia rcc hume pipe s&s NP-3 class &specials in site of work lowering the same into trenches in depth up to alignment jointing with 1;2 cement morter in coarse sand including excavation of earth below invert level of pipe.(AR/YEIDA/Based on UPPWD/SOR-2020)250mm dia NP-3 pipe
240
707
169812
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Constructing masonry Chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for fire hydrants, with C.I. surface box 350x350 mm top and 165 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), including 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 bricks of class designation-150 (DAR-2018/18.36.1/P-331-339)
25
6741
168526.25
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Cement concrete with 4cm gauge approved stone ballast, Coarse sand & Cement in the proportion of in 8:4:1 (8 graded stone aggregate 40 mm nominal size : 4 Coarse sand :1 Cement ) including supply of all materials, Labour, Tools & Plants etc. reqired for proper completion of the work.(UPPWD/SOR/2020/281)
58.43
5820
340062.6
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M-150 brick work in 1:6 cement & fine sand 1.25F.M mortar in foundation and plinth including supply of all materials labour complection of the work UPPWD SOR 305(a)
119.45
4950
591277.5
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12mm cement plaster of mix:1:6 (1 cement : 6 coarse sand)(DAR/13.4.2/Based on UPPWD/SOR-2020)
338.7
164
55817.76
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Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement: 3 coarse sand) including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).(DAR/16.69/Based on UPPWD/SOR-2020)
85.8
6899
592002.84
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White washing Three coats including supply of all material labour tools & plants etc.required for proper complection of the work (UPPWD/SOR-2020/673)
1129
16
18064
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Providing and applying 2.5 mm thick road marking strips (retro reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. (DAR-2018/16.62/ Based on UPPWD/SOR-2020)
1372.3
520
713596
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Part-B:- Sewerage
-
-
-
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Earth work in excavation in ordinary soil in all type of foundation trenches including dressing of the side and ramming of bottom. Lifts upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m. All kinds of soil. (MORTH/A.R./YEIDA) Depth from 0.0 to 1.5 M below G.L.
7138.97
72
519717.02
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Earth work in excavation in ordinary soil in all type of foundation trenches including dressing of the side and ramming of bottom. Lifts upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m. All kinds of soil. (MORTH/A.R./YEIDA) Depth from 1.5 to 3.0 M below G.L.
1711.09
87
150233.7
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Earth work in excavation in ordinary soil in all type of foundation trenches including dressing of the side and ramming of bottom. Lifts upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m. All kinds of soil. (MORTH/A.R./YEIDA) Depth from 3.00 to 4.5 M below G.L.
10.12
102
1040.34
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Supply and laying of ISI marked R.C.C. NP-2 pipes of following sizes including carting, loading, unloading, at godown, including all taxes and levies & rubeer rings.of following dia 250mm dia NP-2 pipe Based on UPPWD/SOR-2020)
3036.39
591
1796328.32
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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 250mm dia NP-2 pipe Based on UPPWD/SOR-2020)
54
707
38218.5
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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- 2 pipe of following diameter including centring shuttering but excluding excavation as per approved. 250 mm dia Based on UPPWD/SOR-2020)
2969.69
369
1097151.97
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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. 250 mm dia Based on UPPWD/SOR-2020)
54
375
20298.6
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Constructing brick masonary circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top with 100 class designation FPS bricks in cement mortar 1:4 (1 cement : 4 coarse sand) inside and outside above ground level cement plaster 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete in 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement all complete as per standard design. 0.91 m deep with SFRC cover and frame (heavy duty HD-20 grade designation) 560mm internal dia meter conforming to IS 12592. Total weight of cover and frame not less than 182 Kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centring shuttering, Supply and fixing Poly propelene foot rest & excluding excavation all complete. with bricks of class designation 150(DAR/19.9.1.1/Based on UPPWD/SOR-2020)
23
9672
222473.25
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Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91m to 1.67mWith burnt clay bricks of class designation 150 DAR/19.10.1 Based on UPPWD/SOR-2020
13.4
4890
65516.89
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Constructing brick masonary circular type manhole 1.22m internal dia at bottom and 0.56m dia at top with 100 class designation FPS bricks in cement mortar 1:4 (1 cement : 4 coarse sand) inside and outside above ground level cement plaster 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete in 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement all complete as per standard design. 1.22 m deep with SFRC cover and frame (heavy duty HD-20 grade designation) 560mm internal dia meter conforming to IS 12592. Total weight of cover and frame not less than 182 Kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centring shuttering, Supply and fixing Poly propelene foot rest & excluding excavation all complete. with bricks of class designation 150(DAR/19.11.1.1/Based on UPPWD/SOR-2020)
38
18398
699124
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Extra depth for circular type manhole 1.22 m internal dia (at bottom) beyond 1.68 m to 2.29 m : With burnt clay bricks of class designation 150 DAR/19.12.1 Based on UPPWD/SOR-2020
10.01
6306
63129.57
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Constructing brick masonary circular type manhole 1.52m internal dia at bottom and 0.56m dia at top with 100 class designation FPS bricks in cement mortar 1:4 (1 cement : 4 coarse sand) inside and outside above ground level cement plaster 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete in 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement all complete as per standard design. 1.52 m deep with SFRC cover and frame (heavy duty HD-20 grade designation) 560mm internal dia meter conforming to IS 12592. Total weight of cover and frame not less than 182 Kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centring shuttering, Supply and fixing Poly propelene foot rest & excluding excavation all complete. with bricks of class designation 150(DAR/19.11.1.1/Based on UPPWD/SOR-2020)
42
38724
1626422.7
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Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 m With burnt clay bricks of class designation 150 (DAR/19.13.1 Based on UPPWD/SOR-2020)
26.7
14933
398711.1
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Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. (DAR/19.13.1 Based on UPPWD/SOR-2020)
745
316
235829.75
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Part-C:- Drain work
-
-
-
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Excavation in foundation in ordinary soil (loamclay or sand) including lift up to 1.5m and lead up to 30m. and including filling watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth ad directed by the Engineer in charge up to a distance of 30m. from the foundation trenches including all T&P phowarah and basket etc. complete ( Depth from 0.0 to 1.5 M below G.L.
1573.09
72
114520.95
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Cement concrete with 4cm gauge approved stone ballast, Coarse sand & Cement in the proportion of in 8:4:1 (8 graded stone aggregate 40 mm nominal size : 4 Coarse sand :1 Cement ) including supply of all materials, Labour, Tools & Plants etc. reqired for proper completion of work. SOR
369.21
5820
2148802.2
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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. DAR/ 5.9.1/ Based on UPPWD SOR 2020
1047.6
181
190296.54
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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. DAR/ 5.9.2/ Based on UPPWD SOR 2020
11026.75
335
3700025.96
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Centering and shuttering including strutting, propping etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform. DAR/ 5.9.3/ Based on UPPWD SOR 2020
71.55
386
27643.34
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Centering and shuttering including strutting, propping etc. and removal of form for:Edges of slabs and breaks in floors and walls.Above 20 cm wide DAR/ 5.9.16.1/ Based on UPPWD SOR 2020
50.38
560
28225.4
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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 All work up to Plinth level. DAR/ 5.33.1/ Based on UPPWD SOR 2020
1311.79
7849
10297092.37
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Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Cold twisted bars DAR/ 5.22.6/ Based on UPPWD SOR 2020
128718.93
92
11867885.35
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M-150 brick work in 1:4 cement & Coarse sand 1.25F.M mortar in foundation and plinth including supply of all materials labour complection of the work UPPWD SOR 309
8.94
4950
44253
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12mm cement plaster of mix:1:6 (1 cement : 6 coarse sand)(DAR/13.4.2/Based on UPPWD/SOR-2020)
67.44
164
11114.11
... More
For Five Year Maintenance
1
1836316
1836316.72
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