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 Development Of Work 7 Percent Abadi Plots Of Village- Accheja Bujurg In Yaumuna Expressway Authority .wc-01 in Gautam Buddha Nagar, Uttar Pradesh, with an estimated contract value of Rs. 16,37,90,238. The bid opening date for this tender is 27-05-2025 and the last date for bid submission is 09-06-2025. 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
Agriculture or Forestry Works
Eprocure
Opening Date27 May 2025
Closing Date9 Jun 2025
Tender Amount₹ 16,37,90,238
Technical
Technical
Financial
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: 1. Works more than 10.00 Lacs: At least two jobs equal to the bid value.
2. Works more than 15.00 Lacs and up to 100.00 Lacs: At least two jobs equal to the bid value.
3. Works more than 100.00 Lacs and up to 2000.00 Lacs: Two jobs equal to the bid value or one work equal to 75% of the bid value.
4. Works of 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. The bidder should furnish proof showing that they have work experience of the last four financial years. The similar work means commercial work of a similar nature as the tender being asked for. The experience certificates should clearly indicate the head bifurcation of works, such as Road, Drain, Sewer, Water supply, Building, Electrical, etc. The cumulative financial turn over and current liquid assets should be as under: 1.5 Times bid value, 5% of the bid value, Rs.10.00 Lacs, 40% 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, Rs.15.00 Lacs, 40% 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, Rs.100.00 Lacs, 40% 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, Rs.500.00 Lacs for works of Rs.500.00 Lacs and above. A relaxation of 20% shall be given on the total requirement of turnover for all working contractors.
Costs
EMD
₹ 26,38,000Document Cost
₹ 6,770Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_YEIDA_1042868_17Tender No
YEA/GM(PROJECT)/2025/313 DT-21/05/2025Tender Authority
Yamuna Expressway Industrial Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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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) UPPWD/SOR-2020/16.2
12435.43
9
-
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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
3845.99
2647
-
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63 mm to 45 mm size stone aggregate Based on UPPWD-SOR-2020/1 6.3.2
2775.2
2698
-
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53 mm to 22.4 mm size stone aggregate Based on UPPWD-SOR-2020/1 6.3.3
2701.52
2748
-
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Supplying and stacking at site. Moorum. Based on UPPWD-SOR-2020/16.3.10
2166.38
2719
-
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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
9322.71
381
-
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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 common burnt clay F.P.S. (non modular) bricks of class designation 150 Based on UPPWD/SOR-2020/ DAR -18/16.7.1
10412
139
-
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Providing and applying tack coat on prepared Surface with bitumen 80/100 in boiler and spraying the emulsion with spray set fitted on bitumen boiler including clearing, preparing the existing road surface as per specification on granular Base such as W.B.M. and W.M.M surface not bitumen primed with. On WBM/WMM@0.25kg/sqm UPPWD/SOR-2020
28633
14
-
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Providing, laying and rolling of close-graded premix surfacing material of surfacing material of 25 mm thickness composed of 11.2mm to 0.09mm (Type-a) or 13.2mm to 0.09mm (Type-b) aggregates using penetration grade bitumen to the required line, grade and level to serve as wearing course on an 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.
28633
225
-
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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 and directed by he Engineer in charge up to a distance of 30m. from the foundation trenches including all T&P phowarah and basket etc. complete (where Machine not reached/Move)
725.76
72
-
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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 upto alignment jointing with 1:2 cement mortar in coarse sand including excation of earth below invert level of pipe. 250mm NP3 pipe
672
707
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DRAIN WORK: Excavation of earth in ordinary soil (loamclay of 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 and 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 (where Machine not reached/Move)
1243.22
72
-
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Cement concrete with 4cm gauge approved stone bllast, 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-2020
962.6
5820
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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. Based on UPPWD/SOR-2020/DAR-18/5.9.1
3127
181
-
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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. Based on UPPWD/SOR-2020/DAR-18/5.9.2
18672.28
335
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Centering and shuttering including strutting, propping etc. and removal of form for: Suspended Floor, roofs landing, balconies, and access floors UPPWD /SOR-2020/5.9.3 For culvert
144.5
386
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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 20cm wide Based on UPPWD /SOR-2020/5.9.16.2
129.1
560
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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. Based on UPPWD/SOR-2020/DAR-18/5.33.1
2671.53
7849
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Rainforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete. Cold twisted bars UPPWD/SOR-2020/YEIDA/5.22.6
230686.62
88
-
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SEWERAGE SYSTEM excavation of earth in ordinary soil for laying of sewers including cutting of joints, pits, trimming, dressing, levelling, including removal of surplus earth and other dismantalled materials upto distance of 50m. from cerntre of trenches (YEIDA). UPPWD/SOR-2020/YEIDA Depth from 0.00 - 1.5 m below G.L.
2125.53
72
-
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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 Based on UPPWD/SOR-2020/DAR-18/19.6.3
5712.99
591
-
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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 Based on UPPWD/SOR-2020
316.22
707
-
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Provinding and laying in position cement concrete 1:4:8 (1cement: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 250mm dia
2042.57
369
-
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Provinding and laying in position cement concrete 1:4:8 (1cement: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 250mm dia
233.18
375
-
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Providing and laying non-pressure NP2 class (light duty) RCC pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement:2 fine sand) including testing of joints etc. complete:150mm dia.RCC pipe UPPWD/SOR-2020/19.6.2
1100
315
-
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Provinding and laying in position cement concrete 1:4:8 (1cement: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
973.5
218
-
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Construction brick masonary circular type manhole 0.91m internal dia at bottom and 0.56m dia at top with 100 class designation FPS bricks in cement mortar 1:4(1cement: 4coarse sand) inside and outside above ground level cement plaster 12mm thick with cement mortar 1:3(1cement:3coarse sand) finished with a floating coat of neat cement, foundation concrete 1:4:8(1cement:4coarse sand: 8graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete in 1:2:4(1cement:2coarse sand :4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement all complete as per standard design. 0.91m 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 182kg. fixed in cement concrete 1:2:4(1cement:2coarse sand:4 graded stone aggregate 20mm nominal size) including centring shuttering, Supply and fixing Poly propelene foot rest & excluding excavation all complete. UPPWD/SOR-2020/DAR-18/19.9.1.1
287
9672
-
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Extra depth for circular type manhole 1.67m 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 thand 182Kg. 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 but excluding excavation all complete.UPPWD SOR-2020/19.10.1
62.33
4890
-
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Constructing brick masonary circular type manhole 1.22m internal dia at bottom and 0.56m dia at top with 100class 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 1:3:8 (1 cement : 3 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.1.68 m deep with S.F.R.C 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 centering shuttering, Supply and fixing poly propelene foot rest & Excluding Excavation, all complete. UPPWD SOR-2020 / 19.11.1.1
7
18398
-
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Extra depth for circular type manhole 1.22 m internal dia (at bottom) beyond 1.68 m 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(1cement:2 coarse sand: 4 graded stone aggregate 20mm nominal size) including centring shuttering, Supply and fixing poly propelene foot rest but excluding excavation all complete. UPPWD SOR-2020 / 19.12.1.1
1.2
6306
-
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Constructing brick masonry circular manhole 1.52m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside 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 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: 2.30m deep with S.F.R.C Cover and frame (heavy duty HD-20 grade designation) 560mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including centering shuttering all complete. (Excavation, foot rests arid 12 mm thick cement plaster at the external surface shall be paid for separately) UPPWD SOR-2020/19.13.1.1
4
38724
-
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Extra Depth of 1.52 dia manhole 1.68m 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(1cement:2 coarse sand: 4 graded stone aggregate 20mm nominal size) including centring shuttering, Supply and fixing poly propelene foot rest but excluding excavation all complete. UPPWD/SOR-2020/DAR-18/19.12.1.1
0.82
14933
-
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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 width as 165mm with minimum 112mm space between protruded legs having 2mm tread on top surface by ribbing or chequering beside 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(1cement: 3 coarse sand:6 graded stone aggregate 20mm nominal size) complete as per design.UPPWD/SOR-2020/DAR-18/19.16
1372
316
-
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Constructing masonry Chamber 60x60x75 cm, inside with 75 class designation brick work in cement mortar1:4 (1 cement : 4 coarse sand) for sluice valve, with C.l. surface box 100mm. top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCc top slab 1:2:4 Mix (1 cement: 2coarse sand: 4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10(1cement:5fine sand: 10 gradedd stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1cement:3coarse sand) 12mm 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 M150 UPPWD/SOR-2020/DAR-18/18.33.1
275
6741
-
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Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement mortar 1:1(1cement:1 fine sand) including testing of joints etc.completeL 150mm dia UPPWD/SOR-2020/DAR-18/19.34.2
275
379
-
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Cement concrete with 4cm gauge approved stone bllast, 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-2020
156.76
5820
-
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M-150 block work in 1:4 cement and coarse sand of (2.2 fineness modulous) mortar in foundation and plinth including supply of all material, labour and tools and plants. Etc. required for proper completion of work. UPPWD/SOR-2020/303+(305)
1167.78
4950
-
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PART WATER SUPPLY 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 and 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 UPPWD SOR-2020/251a(YEIDA)
1263.1
72
-
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Supplying of PVC Pipe (Finolex make - ring fit) of following dia 6kg /cm2 including all specials & fittings etc. as required for proper complition of work. (the contractor has to arrange the source of water and require head for testing). UPPWD/ SOR-2020/ 90mm dia/12.41.2
6340
192
-
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110mm dia
1486
254
-
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Providing and fixing sluice valve as per ISS: 780 class PN 1 ISI mark including supply of jointing material such as bolts and nuts rubber insertion, while lead, testing etc complete (the tail piece will be paid seperately tapers etc. if required will be paid seperatly). 80mm dia /AR
11
3153
-
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100mm dia
4
3647
-
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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 if required will be paid separately) 80mm dia (UPPWD/SOR-2020/AR/YEIDA
3
5385
-
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Providing and fixing Scour valve as per ISS: 780 class PN 1.0 ISI mark including supply of jointing materials such as bolt, nuts, rubber insertions etc. (The tail pieces if required will be paid separately)
2
3647
-
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Constructing masonry Chamber 60x60x75 cm, inside with 75 class designation brick work in cement mortar1:4 (1 cement : 4 coarse sand) for sluice valve, with C.l. surface box 100mm. 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 20mm nominal size ) 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 UP PWD SOR 2020/DSR -18 / 18.33.1
20
6741
-
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cement concrete with 4cm gauge approved stone bllast, coarse sand & cement in the proportion of 4:2:1 including supply of all material, labour, Tools & plants etc. required for proper completion of the work. UPPWD/SOR-2020
1
7000
-
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Providing and fixing chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC Plain & brass threaded fitting this includes jointing of pipes & fittings with one step CPVC solvent cement trenching, refihling & testing of joints complete as per direction of Engineer in Charge. 15mm dia. nominal bore UPPWD/SOR-2020/18.9.1
1100
135
-
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Providing and fixing PPR Unions 20mm dia. Nominal bore UPPWD/SOR-2020/18.6A.1
275
149
-
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Providing and fixing brass ferrule with C.I. Mouth cover including boring and tapping the main: 15mm dia. nominal bore UPPWD/SOR-2020/18.20.1
275
256
-
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The routine maintenance of road work including embankment,Patri,road sides etc to the required standards and in the manner as defined in CB condition and keep the entire road surface and structure in defect free condition during the entire maintenance period which begins from the actual completion date and ends after five years including cost of materials T&P labouress etc,but excluding cost of GST For 2nd Year maintenance cost ( Sum of item no 1 to 12= 87850656.21x0.0025=219626.64).
87850656.21
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-
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The routine maintenance of road work including embankment,Patri,road sides etc to the required standards and in the manner as defined in CB condition and keep the entire road surface and structure in defect free condition during the entire maintenance period which begins from the actual completion date and ends after five years including cost of materials T&P labouress etc,but excluding cost of GST For 3rd Year maintenance cost ( Sum of item no 1 to 12 = 87850656.21x0.0050=439253.28).
87850656.21
-
-
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The routine maintenance of road work including embankment,Patri,road sides etc to the required standards and in the manner as defined in CB condition and keep the entire road surface and structure in defect free condition during the entire maintenance period which begins from the actual completion date and ends after five years including cost of materials T&P labouress etc,but excluding cost of GST For 4th Year maintenance cost ( Sum of item no 1 to 12 = 87850656.21x0.0075=658879.92).
87850656.21
-
-
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The routine maintenance of road work including embankment,Patri,road sides etc to the required standards and in the manner as defined in CB condition and keep the entire road surface and structure in defect free condition during the entire maintenance period which begins from the actual completion date and ends after five years including cost of materials T&P labouress etc,but excluding cost of GST For 5th Year maintenance cost ( Sum of item no 1 to 12 = 87850656.21x0.010=878506.56).
87850656.21
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