Yamuna Expressway Industrial Development Authority Tender
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Yamuna Expressway Industrial Development Authority - YEIDA Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date6 Mar 2025
Closing Soon20 Mar 2025
Tender Amount₹ 17,51,56,509
Technical
Technical
Financial
Additional Eligibility
Technical Capacity
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The required prior work experience for the bidder varies based on the value of the works. For works more than 10.00 Lacs and up to 15.00 Lacs, 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 15.00 Lacs and up to 100.00 Lacs, 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. A minimum of five years of experience is also required. The value and percentage of similar works completed are not explicitly mentioned, but it is mentioned that if any tenderer submits the experience certificate of ongoing work, then the amount of work done against the agreement is to be mentioned clearly in the certificate. Specific percentages such as 75%, 40%, 60%, and 80% are mentioned in relation to the bid value for works above 100.00 Lacs and 2000.00 Lacs respectively.
Costs
EMD
₹ 27,52,000Document Cost
₹ 6,770Tender Fee
Refer Documents
Summary
Balance Development Work (road,sewer ,water Supply And Drain) Of Industrial Sector-33 Yeidawc-03
Description
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Contact
Tender Id
2025_YEIDA_1012154_19Tender No
YEA/GM(PROJECT)/2025/1009 DT-24/02/2025Tender 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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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 lead upto 50 metres.SOR-2018/16.1
29584.35
83
2474730.88
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Supply & Stacking at site: 90mm to 45mm Size stone aggregate . UPPWD SOR 2020/DAR-18/16.3.1
3694.35
2850
10531298.83
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63 mm to 45 mm Size stone aggregate . UPPWD SOR 2020/DAR-18/16.3.2
8914.35
2904
25888163.84
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53 mm to 22.4 mm Size stone aggregate . UPPWD SOR 2020/DAR-18/16.3.3
2624.83
2968
7790495.44
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Supply & Stacking of Morrum at site. UPPWD SOR 2020/16.3.10/P-240
3046.71
2935
8943464.87
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Laying spreading and compacting stone aggregate of specified sizes to W.B.M specification including spreading in uniform thickness,hand picking, rolling with 3 wheel-ed road /vibratory roller 8-10 tonne in stage to proper grade and camber ,applying and brooming requisite type of screening / bin-ding material to fill up interstices of coarse aggregate watering and compacting to the required density. Based on UPPWD SOR 2020/17.6.1/P-177
15233.53
381
5804736.61
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Providing and applying primer coat with grade bitumen 80/100 on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means.
28368.55
28
801411.54
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Providing and applying tack coat on the prepared surface with bitumen VG-10 with bitumen using pressure distributor and spraying on bitumen boiler including cleaning preparing the existing road surface as per specification at the rate of 0.25 kg per sqm (SOR)
28368.55
12
354606.88
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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. Mechanical means using HMP of appropriate capacity not less than 75 tonnes/hour. Based on UPPWD SOR 2020/AR/ YEIDA
28368.55
205
5816687.49
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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 F.P.S. bricks of class esignation 150. UPPWD SOR 2020/16.7.1
5279.3
139
738838.03
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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
63.59
5820
370093.8
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M-150 Brick Work in 1:4 cement & Coarse sand 2.20 F.M. mortar in foundation and plinth including supply of all materials, labour and T&P etc. requried for proper completion of the work.
97.5
4950
482625
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White washing with lime to give an even shade: New work (three or more coats)
1271.7
16
20347.2
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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).
118.69
6899
818937.26
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12 mm cement plaster of mix : 1:6 (1cement :6 coarse sand) (DAR/13.4.2/Based on UPPWD/SOR-2020))
423.9
164
69858.72
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Drainage Work:
-
-
-
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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/Based on UPPWD/SOR-2020))
-
-
-
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Depth from 0.0 to 1.5 M below G.L.
331.12
72
24105.54
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Cement concrete with 4cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, tools & plants etc. required for proper completion of the work. (UPPWD/SOR-2020/281)
431.98
5820
2514123.6
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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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All works upto plinth level. (DAR/5.33.1/Based on UPPWD/SOR-2020))
1629.51
7849
12791083.17
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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))
191874.8
90
17268732
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Centering and shuttering including strutting, propping etc. and removal of form for all heights :
-
-
-
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Foundations, footings, bases of columns, etc. for mass concrete. (DAR/5.9.1/Based on UPPWD/SOR-2020))
1204.38
181
218775.63
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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))
14143.03
335
4745693.72
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Suspended floors, roofs, landings, balconies and access platform (DAR/5.9.3/Based on UPPWD/SOR-2020))
153.3
386
59227.46
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Edges of slabs and breaks in floors and walls: Above 20 cms wide. (DAR/5.9.16.1/Based on UPPWD/SOR-2020))
264
127
33633.6
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Sewer Work:
-
-
-
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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/Based on UPPWD/SOR-2020))
-
-
-
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Depth from 0.0 to 1.5 M below G.L.
8031.78
72
584713.58
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Depth from 1.5 to 3.0 M below G.L.
2912.3
87
255699.94
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Depth from 3.0 to 4.50 M below G.L.
582.4
102
59870.72
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Extra 20% for under sub soil condition
-
-
-
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3.00 - 4.50 M. B.G.L.
582.4
20
11974.14
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Supply and laying of ISI marked RCC NP-2 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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150mm dia
1328
315
419316
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250mm dia
1960.32
591
1159725.31
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300mm dia
180
728
131184
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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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250mm dia
78
707
55196.7
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350mm dia
416
1386
576908.8
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450mm dia
150
1916
287467.5
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Extra 20% for under sub soil condition
-
-
-
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250mm dia
78
141
11039.34
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350mm dia
416
277
115381.76
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450mm dia
150
383
57493.5
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Constructing masonry Chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for Sluice Valve, with C.I. surface box 100 mm top diameter and 160 mm bottom diameter and 180mm 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 :
-
-
-
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With bricks of class designation-7.5(DAR/18.33.1/Based on UPPWD/SOR-2020))
332
6741
2238028.6
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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. (AR/YEIDA/Based on UPPWD/SOR-2020)
-
-
-
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150mm dia
1162
218
253432.2
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250mm dia
1960.32
369
724338.24
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300mm dia
180
500
90090
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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. (AR/YEIDA/Based on UPPWD/SOR-2020)
-
-
-
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250mm dia
78
375
29320.2
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350mm dia
416
723
300851.2
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450mm dia
150
997
149625
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Supply & Stacking at site: 90mm to 45mm Size stone aggregate.
-
-
-
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Stone bedding for pipe under sub soil condition
45.9
2850
130840.25
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Extra 20% for under sub soil condition
45.9
570
26168.05
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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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1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) SOR 20 /5.1.2
35.84
7743
277509.12
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Extra 20% for under sub soil condition
35.84
1548
55501.82
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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
28.97
7000
202790
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Extra 20% for under sub soil condition
28.97
1400
40558
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Centering and shuttering including strutting, propping etc. and removal of form for all heights :
-
-
-
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Foundations, footings, bases of columns, etc. for mass concrete. (DAR/5.9.1/Based on UPPWD/SOR-2020))
250.4
181
45485.16
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Extra 20% for under sub soil condition
250.4
36
9097.03
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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.
-
-
-
... More
Thermo-Mechanically Treated bars of grade Fe-500D or more./Cold twisted bars. (DAR/5.22.6/Based on UPPWD/SOR-2020))
1125.38
92
103760.04
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Extra 20% for under sub soil condition
1125.38
18
20752.01
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Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel 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, all complete as per standard design :
-
-
-
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0.91 m deep with SFRC cover and frame (heavy duty, HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be 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 all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) :
-
-
-
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With bricks of class designation-150 (DAR/19.9.1.1/Based on UPPWD/SOR-2020))
21
9672
203127.75
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Extra depth for circular type manhole 0.91 m internal dia (at bottom) beyond 0.91 to 1.67 m: With bricks of class designation-150 (DAR/19.14.1/Based on UPPWD/SOR-2020))
5.26
4890
25721.66
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Constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster 12 mm 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 40 mm nominal size) and making necessary channel 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, all complete as per standard design :
-
-
-
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1.68 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be 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 all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) :
-
-
-
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With bricks of class designation-150 (DAR/19.11.1.1/Based on UPPWD/SOR-2020))
34
18398
625532
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Extra depth for circular type manhole 1.22m internal dia (at bottom) beyond 1.68m to 2.29m: With bricks of class designation-150 (DAR/19.12.1/Based on UPPWD/SOR-2020))
5.32
6306
33551.38
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Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12 mm 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 40 mm nominal size) and making necessary channel 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, all complete as per standard design :
-
-
-
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2.30 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be 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 all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) :
-
-
-
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With bricks of class designation-150 (DAR/19.13.1.1/Based on UPPWD/SOR-2020))
50
38724
1936217.5
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Extra depth for circular type manhole 1.52m internal dia (at bottom) beyond 2.30m: With bricks of class designation-150 (DAR/19.14.1/Based on UPPWD/SOR-2020))
24.69
14933
368695.77
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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
20
121120
2422404
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EXTRA DEPTH For 1.50 m internal dia 4.95 m deep conical manhole of composite section.
8.21
25880
212481.37
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Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm 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/19.16/Based on UPPWD/SOR-2020))
690
316
218419.5
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Water Supply Work:
-
-
-
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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/Based on UPPWD/SOR-2020))
8323.85
72
605976.28
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Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329: DAR-18 / 18.72
-
-
-
... More
100 mm dia
3795
1271
4823824.5
... More
150 mm dia
1955
1753
3428385.75
... More
200 mm dia
1599
2290
3662029.8
... More
250 mm dia
2228
2986
6654701.8
... More
300 mm dia
30
3781
113454
... More
350 mm dia
50
4795
239750
... More
Cost of Fitting @ 7.5%
18922145.85
-
1419160.94
... More
Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket DAR-18 / 18.70.1 100mm dia
-
-
-
... More
100 mm dia
633
57
36619.05
... More
150 mm dia
326
125
40831.5
... More
200 mm dia
267
137
36659.1
... More
250 mm dia
371
220
81620
... More
300 mm dia
5
223
1119.5
... More
350 mm dia
8
295
2360
... More
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 seperately). DAR-18/18.31.1.2 100mm dia
-
-
-
... More
100 mm dia
10
3647
36471
... More
150 mm dia
5
5242
26210.5
... More
200 mm dia
4
11231
44927.6
... More
250 mm dia
4
18552
74208
... More
300 mm dia
2
22632
45264.3
... More
Providing and fixing spindle fire hydrant with 80mm outlet complete with bolts , nuts and rubber insertions etc.100 mm dia
10
3647
36471
... More
Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) : 80 mm dia
8
5385
43080
... More
Providing and fixing Scour valve as per ISS : 780 class PN 1.0 ISI mark including supply of jointing materials such as bolts , nuts rubber insertion etc. Complet ( The tail piece will be paid seperately tapers etc. if required will be paid seperately).
2
19398
38797.6
... More
Constructing masonry Chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for Sluice Valve, with C.I. surface box 100 mm top diameter and 160 mm bottom diameter and 180mm 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 :
-
-
-
... More
With bricks of class designation-7.5(DAR/18.33.1/Based on UPPWD/SOR-2020))
39
6741
262900.95
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