Yamuna Expressway Industrial Development Authority Tender
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The YEIDA has issued a formal invitation for competitive bids for the Yamuna Expressway Industrial Development Authority project, for Internal Development Work Of 7percent Abadi Plots In Village- Shahpur Sector-20 Yea.wc-02 in Gautam Buddha Nagar, Uttar Pradesh, with an estimated contract value of Rs. 2,68,09,908. The bid opening date for this tender is 15-05-2025 and the last date for bid submission is 28-05-2025. Interested bidders for Yamuna Expressway Industrial Development Authority tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Yamuna Expressway Industrial Development Authority - YEIDA Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date15 May 2025
Closing Date28 May 2025
Tender Amount₹ 2,68,09,908
Technical
Technical
Additional Eligibility
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: - For works more than 10.00 Lacs and up to 15.00 Lacs, the tenderer should have two jobs equal to the bid value.
- For works more than 15.00 Lacs and up to 100.00 Lacs, the tenderer should have two jobs equal to the bid value.
- For works more than 100.00 Lacs and up to 2000.00 Lacs, the tenderer should have two jobs each equal to 75% of the bid value or one work equal to 75% of the bid value.
- For works of 2000.00 Lacs and above, the tenderer should have 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 bidder should have a minimum of five years of experience. The experience of the bidder is evaluated based on the works satisfactorily completed during the last four financial years. No specific percentage or amount of similar works completed is mentioned, except for the relaxation of 20% in turnover for working contractors. The bidder should submit a list of works completed, along with certificates indicating the date of start, date of completion, and amount of work actually executed. The bidder should also provide a declaration regarding the execution of similar works, including the total value of the work, date of start and completion, and whether any compensation was levied for delay. However, the exact percentage or amount of similar works completed is not specified. The cumulative financial turnover and current liquid assets requirements are as follows:
- For works more than Rs.10.00 Lacs and up to Rs.15.00 Lacs: 1.5 times the bid value, with 5% of the bid value as liquid assets.
- For works more than Rs.15.00 Lacs and up to Rs.100.00 Lacs: 1.5 times the bid value, with 10% of the bid value as liquid assets.
- For works more than Rs.100.00 Lacs and up to Rs.500.00 Lacs: 1.5 times the bid value, with 12% of the bid value as liquid assets.
- For works of Rs.500.00 Lacs and above: 2 times the bid value, with 12% of the bid value as liquid assets.
Costs
EMD
₹ 5,36,500Document Cost
₹ 4,455Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_YEIDA_1038978_12Tender No
YEA/GM(PROJECT)/2025/1065 DT-09/05/2025Tender 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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Supplying and stacking at site. 90 mm to 45 mm size stone aggregate Based on UPPWD SOR-2020/1 6.3. 1
462.98
2850
1319793.9370000002
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63 mm to 45 mm size stone aggregate Based on UPPWD SOR-2020/1 6.3.2
336.77
2904
978013.7569999999
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53 mm to 22.4 mm size stone aggregate Based on UPPWD-SOR-2020/1 6.3.3
330.6
2968
981220.8
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Supplying and stacking at site. Moorum. Based on UPPWD SOR-2020/16.1. 10
226.07
2935
663617.1815
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Laying spreading and compacting stone aggregate of specified sizes to WBM specifications including spreading in uniform thickness, hand picking, rolling with 3 wheeled road! vibratory roller 8-10 tonne 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. Based on UP PWD SOR-2020/16.4
1130.36
381
430723.67799999996
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Providing and applying primer coat with VG-10 conforming to IS 8887, using pressure distributer including preparing the surface & cleaning with mechanical broom. On WBM/WMM @ 0.25kg/sqm UP PWD/SOR-2020/Morth/AR/YEIDA
3669.05
12
45863.125
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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/AR/YEIDA 20mm compacted thickness with bitumen penetration of CRMB-55 UP PWD/SOR-2020
3320.9
208
691909.515
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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 meters. With F.P.S. bricks of class designation-150 UPPWD/SOR-2020/16.7.1
1334.2
139
186721.28999999998
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DRAIN WORK Earth work in Foundation in ordinary soil (Ioam, clay or sand) including lift upto 1.5m and lead upto 30m. And including filling watering and ramming of excavated earth into the trenches or into space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30m from the foundation trenches. UPWD/SOR-2020/AR/YEIDA
3828.03
72
278680.58400000003
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Providing and laying in position cement concrete of specified grade excluding cost of centering and shuttering - all work upto plinth level in 1:4:8(1cement: 4 coarse sand : 8 graded brick aggregate 40mm nominal size) - For Leveling Course upto 3.0m depth. UPPWD/SOR-2020/4.1.8
206.11
5820
1199560.2000000002
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RCC 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. All work upto plinth level
UPPWD SOR-2020/5.33.1
700.86
7849
5501505.699
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Rinforcement for R.C.C. work including straightening , Cutting Bending ,placing in position and bending all complete upto plinth level using Hot rolled Deformed Bars.UPPWD/SOR-2020/5.22.6
93530.17
92
8623481.674
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Centering and shuttering including strutting, propping etc. and removal of from for: Foundation, footings, bases of columns, etc. for mass concrete. Based on UP PWD SOR-2020/5.9.1
772.06
181
140244.699
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Suspended Floor, roofs landing, balconies, and access floors UPPWD /SOR-2020/5.9.3
134.75
386
52060.662500000006
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Retaining Walls, Return Walls, Walls (any thickness) including attached pilkaster, butteresses, plinth and string courses fillets etc. Based on UPPWD SOR-2020/5.9.2
5382.9
335
1806232.095
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SEWERAGE SYSTEM Earthwork in excavation in ordinary soil in all of foundation trenches including dressing of the side and ramming of bottom. Lift upto 1.5m including getting out the excavated soil and disposal of the surplus excavated soil as directed within a lead of 50m.All kind of soil. UPPWD/SOR-2020/YEIDA Depth from 0.00 - 1.5 m below G.L.
6517.03
72
474439.784
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1.5-3.00 m below G.L. UPPWD/SOR-2020/AR/YEIDA
25.7
87
2256.46
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PCC Providing and laying in position cement concrete of specified grade including the cost of centring and shuttering - All work up to plinth level1:2:4 (1 Cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size).(in bedding (lean concrete) UPPWD/SOR-2020/4.1.3
80.86
7000
566020
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Centring and shuttering including strutting. Propping etc. and removal of formwork for Foundation, footings bases for columns UP PWD/SOR-2020/4.3.1
334.04
181
60678.36600000001
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Providing and carting of following dia RCC hume pipe S&S NP-2 class & specials in site of work lowering the same into trenhces in depth upto 1.50m below GL true to alignment jointing with 1:2 cement mortar in coarse sand including excavation of earth below invert level of pipe. 250mm dia NP2 BGL UPPWD/SOR-2020/19.6.3
954.4
591
564623.04
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Manholes Chamber with Cover : 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 1:3:6 (1 cement : 3 coarse sand : 6 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, all complete.(Excavation, foot rest and 12mm thick cement plaster at the external surface shall be paid for separately).UPPWD SOR-2020/19.9.1.1
56
9672
541674
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Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91m to 1.67mWith FPS bricks class designation-150 UPPWD SOR-2020/19.10.1
25.18
4890
123131.459
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Constructing brick masonary circular type manhole 1.22m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside 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 1:3:6 (1 cement : 3 coarse sand : 6 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.1.68 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, all complete. (Excavation, foot rest and 12mm thick cement plaster at the external surface shall be paid for separately: with F'PS bricks class designations-150 UPPWD SOR-2020 / 19.11.1.2
6
18398
110388
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Providing orange colour safety foot rest of minimum 6mm 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 263mm and widht as 165mm with minimum 112mm space between protruded legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138mm as per standard drawing and suitable to withstand 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 30x20x15cm cement concrete block 1:3:6(1:cemnet :3 coarse sand: 6graded stone aggregate 20mm nominal size) complete as per design. UPPWD/SOR-2020
250
316
79137.5
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House Connecting Chamber & Crossing Works:- Excavation for depth upto 1.50m B.G.L for laying sewer line, manhole, gully traps etc. in ordinary soil(sand, loam & clay) i/e cutting of joints pits, triming, dressing, leveling & refilling of trenches in 20cm layers, watering sand ramming the same i/c removal of surplus earth or other diamentel materials upto a distance of 50m from the center of trench. UPPWD/SOR-2020/AR/YEIDA
270
72
19656
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Plain Cement Concrete : Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-All work up to plinth level 1:4:8(1cement : 4 coarse sand: 8 graded stone aggregate 20mm nominal size) UPPWD/SOR-2020/4.1.3
10.5
5820
61110
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Centring and shuttering including strutting. Propping etc. and removal of formwork for Foundation, footings bases for columns UP PWD/SOR-2020/4.3.1
60
181
10899
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House connecting Chamber : Construction house connection chamber inside dimenstion 455x610mm and 0.6m deep for pipe line with one or two inlets: with F.P.S bricks with class designation 150 UPPWD/SOR-2020/19.30.1.1
50
4323
216162.5
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Providing and carting of 150mm dia RCC hume pipe Socket and spigot NP-3 class & specials in site of work lowering the same into trenches in depth upto 1.5m below G.L. true to alignment jointing with 1:2 cement mortar in coarse sand including excavation of earth below invert level of pipe. for 150mm RCC NP-3 pipe UPPWD/SOR-2020/AR/YEIDA
300
315
94725
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WATER SUPPLY P/L nd Jointing & testing of ISI marked PVC pipe (finolex, kissan, supreme of equivalent make ring fit as per IS 4985:2000) of flowing dia 6kg/sq.cm including all specials & fitting etc. as required for proper completion of work (the contractor has to arrange the source of water and require head for testing) 110mm dia PVC pipe (6kg/sqcm) UPPWD SOR-2020/(YEIDA)
1531.1
283
434679.2899999999
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Earth work in excavation in ordinary soil in all of foundation trenches including dressing of the side and remming of bottom. Lift upto 1.5 m including getting out the excavated soil and disposal of the surplus excavated soil as directed within a lead of 50m. Depth from 0.00 to 1.5m below GL UP PWD SOR-2020/AR/YEIDA
1240.19
72
90285.832
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Supply and fixing C.I. scour valves (kirloskar or equivalent make) including cartage of materials labour T&P etc. complete. 100mm dia UPPWD/SOR-2020/18.31.1.2
2
5328
10657.9
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Constructing masonry Chamber 60x60x75cm, inside with 150 class designation brick work in cement mortar 1:4 (1cement : 4 coarse sand) for for fire hydrants, with C.I. surface box 350x350mm top and 165m deep (inside) with chained lid and RCC top slap 1 :2:4 mix (1cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10(1cement:5 fine sand :10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1cement : 3 coarse sand) 12mm thick finished with a floting coat of neat cement complete as per standard design: with bricks of class designation 150 Based on UPPWD SOR-2020/DAR-18/18.36.1
2
6741
13482.1
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