Yamuna Expressway Industrial Development Authority Tender
... More
If you're a registered bidder for etender UP and want to inquire about any e-tender UP government has posted, this is your stop. No need to enter every detail on the website of etender.up.nic.in - BidAssist filters will help you find the exact UP etender you're looking for. Read to learn how to search & bid for etender UP.
Yamuna Expressway Industrial Development Authority - YEIDA Tender
Civil And Construction
Eprocure
Opening Date6 Mar 2025
Closing Soon20 Mar 2025
Tender Amount₹ 17,89,53,992
Costs
EMD
₹ 27,90,000Document Cost
₹ 6,770Tender Fee
Refer Documents
Summary
Internal Development Work Of Transport Nagar In Sector-33 Yeida.wc-03
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_YEIDA_1012154_18Tender 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
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
... More
Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density).
14532.74
9
139514.3
... More
Supply & Stacking at site: 90mm to 45mm Size stone aggregate . UPPWD SOR 2020/DAR-18/16.3.1
3629.55
2850
10346576.71
... More
63 mm to 45 mm Size stone aggregate . UPPWD SOR 2020/DAR-18/16.3.2
8809.62
2904
25584017.44
... More
53 mm to 22.4 mm Size stone aggregate . UPPWD SOR 2020/DAR-18/16.3.3
2578.07
2968
7651711.76
... More
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
15017.24
381
5722319.3
... More
Supply & Stacking of Morrum at site. UPPWD SOR 2020/16.3.10/P-240
3412.68
2935
10017751.51
... More
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
7101
139
993784.95
... More
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.
27870.99
27
778994.17
... More
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 2.5 Kg Of bitumen for 10 sqm.
27870.99
12
340026.08
... More
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. Based on UPPWD SOR 2020/AR/ YEIDA
27870.99
205
5714667.79
... More
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 Laying for Service crossing @ 250mtr apart
984.96
72
71705.09
... More
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. a)250 mm dia Based on UPPWD SOR 2020/
480
707
339720
... More
Constructing masonry Chamber 60x60x75 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for fire hydrants, with C.l. 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) 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 F.P.S. bricks Based on UPPWD SOR 2020/18.36.1
30
6741
202231.5
... More
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
16.87
5820
98183.4
... More
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.
34.49
4950
170725.5
... More
12 mm cement plaster of mix : 1:6 (1cement :6 coarse sand) (DAR/13.4.2/Based on UPPWD/SOR-2020))
97.8
164
16117.44
... More
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).
24.78
6899
170977.04
... More
White washing with lime to give an even shade: New work (three or more coats)
326
16
5216
... More
Drainage Work:
-
-
-
... More
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))
-
-
-
... More
Depth from 0.0 to 1.5 M below G.L.
133.22
72
9698.42
... More
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)
615.78
5820
3583839.6
... More
Centering and shuttering including strutting, propping etc. and removal of form for all heights :
-
-
-
... More
Foundations, footings, bases of columns, etc. for mass concrete. (DAR/5.9.1/Based on UPPWD/SOR-2020))
2053.8
181
373072.77
... More
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. (DAR/5.9.2/Based on UPPWD/SOR-2020))
32478.68
335
10898221.07
... More
Suspended floors, roofs, landings, balconies and access platform (DAR/5.9.3/Based on UPPWD/SOR-2020))
148.8
386
57488.88
... More
Edges of slabs and breaks in floors and walls: Above 20 cms wide. (DAR/5.9.16.1/Based on UPPWD/SOR-2020))
163.85
560
91796.96
... More
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).
-
-
-
... More
All works upto plinth level. (DAR/5.33.1/Based on UPPWD/SOR-2020))
3448.08
7849
27066221.17
... More
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))
270674.28
92
24956168.62
... More
Sewer Work:
-
-
-
... More
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))
-
-
-
... More
Depth from 0.0 to 1.5 M below G.L.
2016.35
72
146790.28
... More
Depth from 1.5 to 3.0 M below G.L.
4.38
87
384.56
... More
Providing and Laying of following dia Rcc hume pipe s&s NP-2 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 dia Np2 pipe UP PWD SOR 2020/ 19.6.3/ AR
2592.9
591
1533959.64
... More
Providing and Laying 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 UP PWD SOR 2020/ 19.6.3/ AR
124.09
707
87824.7
... More
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)
-
-
-
... More
250mm dia NP-2 concrete cradle
2494.46
369
921702.97
... More
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)
-
-
-
... More
250mm dia NP-3 concrete cradle
119.72
375
45002.75
... More
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 :
-
-
-
... More
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) :
-
-
-
... More
With bricks of class designation-150 (DAR/19.9.1.1/Based on UPPWD/SOR-2020))
81
9672
783492.75
... More
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))
40.09
4890
196042.1
... More
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 :
-
-
-
... More
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) :
-
-
-
... More
With bricks of class designation-150 (DAR/19.11.1.1/Based on UPPWD/SOR-2020))
37
18398
680726
... More
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))
8.81
6306
55561.59
... More
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 :
-
-
-
... More
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) :
-
-
-
... More
With bricks of class designation-150 (DAR/19.13.1.1/Based on UPPWD/SOR-2020))
8
38724
309794.8
... More
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))
0.8
14933
11946.4
... More
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))
759
316
240261.45
... More
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)
21.49
5820
125071.8
... More
M-150 brick work in 1:4 one cement and four course sand 2.20 F.M. mortar in foundation and plinth including supply of all material, labour, T&P etc. required for proper completion of the work. (UPPWD/SOR-2020/305(a)
20.63
4950
102118.5
... More
Providing and Laying of following dia RCC hume pipe S&S NP-2 class & specials in site of work lowering the same into trenches in depth upto 1.50m below G.L. true to alignment jointing with 1:2 cement mortar in coarse sand including excavation of earth below invert level of pipe. (AR/YEIDA/Based on UPPWD/SOR-2020)
-
-
-
... More
150mm dia
900
315
284175
... More
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)
-
-
-
... More
150mm dia NP-2 concrete cradle
831
218
181241.1
... 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))
150
6741
1011157.5
... More
Water Supply Work:
-
-
-
... More
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))
-
-
-
... More
Depth from 0.0 to 1.5 M below G.L.
2722.5
72
198198
... More
Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329: DAR-18 / 18.72 100 mm dia
3300
1271
4194630
... More
Cost of Fitting @ 10%
3300
127
419463
... 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
550
57
31817.5
... 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
6
3647
21882.6
... More
Providing and fixing spindle fire hydrant with 80mm outlet complete with bolts , nuts and rubber insertions etc.100 mm dia
4
3647
14588.4
... 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
2
5358
10716
... 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
3647
7294.2
... 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))
14
6741
94374.7
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements
Past BiddersThis list is curated from the bidders of the similar tenders in the past
- Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
- Awarded Ratexx%
- Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
- Awarded Ratexx%
- Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
- Awarded Ratexx%