Yamuna Expressway Industrial Development Authority Tender
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Yamuna Expressway Industrial Development Authority - YEIDA Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date19 Feb 2025
Closing Date4 Mar 2025
Tender Amount₹ 3,70,15,076
AI Insights
Technical
Technical
Financial
Bid Capacity
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For works estimated to cost up to Rs. 10 crore, the bid capacity required can be calculated as 2% of the estimated cost. For works estimated to cost more than Rs.10 crore, the bid capacity required is Rs.20 Lacs + 1% of the estimated cost in excess of Rs.10 crore. Additionally, the bid capacity can also be determined based on the value of the works the tenderer has previously executed, with the following formulas:
- For works between 10 Lacs and 15 Lacs: 2 * Bid Value
- For works between 15 Lacs and 100 Lacs: 2 * Bid Value
- For works between 100 Lacs and 2000 Lacs: 1 * 0.75 * Bid Value (or two jobs of this nature)
- For works of 2000 Lacs and above: - 3 * 0.4 * Bid Value - 2 * 0.6 * Bid Value - 1 * 0.8 * Bid Value These formulas represent the minimum requirements for bid capacity based on the estimated cost of the work and the tenderer's previous work experience.
Technical Capacity
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The required prior work experience for the bidder includes experience 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, with experience in the last four financial years.
2. Works more than 15.00 Lacs and up to 100.00 Lacs: At least two jobs equal to the bid value, with experience in the last four financial years.
3. Works more than 100.00 Lacs and up to 2000.00 Lacs: At least two jobs equal to 75% of the bid value or one work equal to 75% of the bid value, with experience in the last four financial years.
4. Works of 2000.00 Lacs and above: 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, with experience in the last four financial years. The bidder should have a cumulative turnover considered over three consecutive years out of the last four assessment years, with a relaxation of 20% in the value of turnover for working contractors. The experience certificates should clearly indicate the head bifurcation of works, such as Road, Drain, Sewer, Water supply, Building, Electrical, etc. The quantities given in the bill of quantities are approximate and are liable to variation up to 25% on either side without entitling the Contractor to any compensation or extra rate. The bidder should have a sound financial position and be capable of executing works in accordance with the specifications and within the specified time schedule. The value of similar works completed is mentioned as Rs. 500.00 Lacs, but it is not clear if this is the required value or just an example. The percentages of similar works completed mentioned are 75% and 25% for variation in quantities, and 40%, 60%, and 80% for works of 2000.00 Lacs and above.
Costs
EMD
₹ 7,40,500Document Cost
₹ 5,475Tender Fee
Refer Documents
Summary
Construction Of 24mtr. Wide Road,drain And Sewer Along Gh-1a/1, 1b/1, 1c/1, 1d/1, 1a/2, 1c/2,2a And Gh-2b In Sector -22d,yea. Wc-02
Description
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Contact
Tender Id
2025_YEIDA_1007302_16Tender No
YEA/GM(PROJECT)/2025/1003 DT-10/02/2025Tender 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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Supplying and stacking at site
90 mm to 45 mm size stone aggregate. (UPPWD/SOR-2020/16.3.1)
564.73
2850
1609847.57
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Supplying and stacking at site
63 mm to 45 mm size stone aggregate. (UPPWD/SOR-2020/16.3.1)
819.44
2904
2379735.7
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Supplying and stacking at site
53 mm to 22.4 mm size stone aggregate. (UPPWD/SOR-2020/16.3.1)
401.13
2968
1190553.84
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Supplying and stacking at site Moorum (UPPWD/SOR-2020/16.1.10)
392.77
2935
1152956.7
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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 I binding material to fill up interstices of coarse aggregate watering and compacting to the required density (UPPWD/SOR-2020/16.4)
1785.3
381
680288.57
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Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface &cleaning with mechanical broom.
with rapid setting bitamen emulsion-on
W.B.M/W.M.M @ 0.25kg/sqmUPPWD/SOR-2020
4336.5
12
52905.3
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Providing and applying Prime coat with Bitumen emulsion prepared surface of granular base including cleaning of road surface and spraying
4336.5
28
123373.43
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Providing, laying and rolling of close-graded premix surfacing material of 25 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 CRMB-55 to the required line, grade and level to same 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. MOSTH/512(UPPWD/SOR-2020) 25mm compacted thickness with bitumen penetration of crmb-55
4336.5
205
889155.96
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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 UPPWD/SOR-2020/16.7.1
1239
139
173398.05
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Drain work
Earth work in excavation in ordinary soil in all of foundation trenches including dressing of the side and ramming of bottom Lifts up to 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead off 50 m. All kinds 2020/A.R./YEIDA) of(UPPWD/SOR-
Depth from 0.0 to 1.5m below G.L
3595.54
72
261755.31
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Providing and laying in position Cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level (Cast-in-Situ) 1:4:8(1 cement:4coarse sand:8 graded aggregate 40mm nominal size) UPPWD/SOR-2020/4.1.8
264.82
5820
1541252.4
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Providing & laying in position specified grade of reinforced cement concrete excluding the cost of centring & shuttering for all work up to plinth level in 1:1.5:3(1 cement: 1.5coarse sand :3 graded stone aggregate 20mm nominal size)-For Foundation upto 3.0 M
(1 cement: 1.5coarse sand :3 graded stone aggregate
20mm nominal size) (UPPWD/SOR-2020/5.1.2)
881.63
7743
6826461.09
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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/SOR2020/5.22.3)
103811.93
92
9571459.95
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Centering & Shuttering including strutting. propping etc and removal of form work for.
Foundation footing bases of column etc. (UPPWD/SOR-2020/5.9.1)
1002.4
181
182085.96
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Suspended Floors, roofs, landings, balconies, and access floors. (UPPWD/SOR-2020/5.9.3)
36
386
13908.6
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Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. (UPPWD/SOR-2020/5.9.2)
4437.12
335
1488875.62
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Sewer Work
Earth work in excavation in ordinary soil in all type of foundation trenches including dressing of the side and ramming of bottom Lifts up to 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead off 50 m. All kinds of(Morth/A.R./GNIDA)
Depth from 0.0 to 1.5m below G.L
UPPWD/SOR-2020/AR/YEIAD
2230.08
72
162349.82
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Depth from 1.5 to 3.0m below G.L NODE NO-02-IA
UPPWD/SOR-2020/AR/YEIAD
1651.98
87
145043.84
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Depth from 3.0 to 4.50m below G.L NODE NO -02-1A UPPWD/SOR-2020/AR/YELAD
13.72
102
1410.42
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Providing and laying in position Cement concrete of specified grade including the cost of centering and shuttering All work up to plinth level (Cast-in-Situ)
1:4:8(1cement:4coarse sand 8 graded stone aggregate 20mm nominal size). For 400mm dia NP-
02 Pipe.
UPPWD/SOR-2020/AR/YEIDA
1628.8
721
1174364.8
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Providing and laying in position Cement concrete of specified grade including the cost of centering and shuttering All work up to plinth level :(Cast-in-Situ)
1:4:8(1cement:4coarse sand: 8 graded stone aggregate 20mm nominal size). For 400mm dia NP-03 Pipe. UPPWD/SOR-2020/AR/YEIDA
23.1
860
19874.09
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Providing and carting of following dia RCC hune pipe S&S NP-2 Class & specials in site of work lowering of the same into trenches in depthb 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 pf pipe.
400mm dia NP-2 pipe (UPPWD/SOR-2020/19.6.3)
1628.8
1497
2439290.88
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Providing and carting of following dia RCC hume pipe S&S NP-3 Class & specials in site of work lowering of the same into trenches in depthb 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 pf pipe.
400mm did NP-3
pipe(UPPWD/SOR-2020/AR/YEIDA)
23.1
1740
40194
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Constructing brick masonrycircular type manhole 0.91m internal dia bottom and 0.56m dia at top in cement mortar 1:4 (1 cement: 4 coarse sand)in side cement plaster 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand):finished with a floating coat of neat cement foundation concete 1:3:6 (1) cement: 3 coarse sand:6graded stone aggregate 40 mm nominal size) and making necessary channel in cement concete 1:2:4 (1 cement: 2 coarse sand:4graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement all complete as per standard design 091m deep with S.F.R.C cover and frame (heavy duty, HD-20 grade designation) 560mm internal did meter conforming to IS 12592. total weight of cover and frame not less than 182 kg.. Fixed in cement concete 1:2:4(1 cement:2coarse sand:4graded stone aggregate 20 mm nominal size) (Excavation foot rest and 12 mm thick cement plaster at the external surface shall be paid for separately)
With brick of class designation -150 (UPPWD/SOR 2020/19.9.1.1)
12
9672
116073
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Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91m to 1.67m With bricks of class designation -150 (UPPWD/SOR-2020/19.10.1)
14.46
4890
70710.12
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Constructing brick masonry circular type manhole 1.22m internal dia bottom and 0.56m dia at top in cement mortar 1:4 (1 cement: 4 coarse sand)in side cement plaster 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand):finished with a floating coat of neat cement foundation concete 1:3:6 (1) cement: 3 coarse sand:6graded stone aggregate 40 mm nominal size) and making necessary channel in cement concete 1:2:4 (1 cement: 2 coarse sand:4graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement all complete as per standard design 1.68m deep with S.F.R.C cover and frame (heavy duty, HD-20 grade designation) 560mm internal did meter conforming to IS 12592. total weight of cover and frame not less than 182 kg.. Fixed in cement concete 1:2:4(1 cement:2coarse sand:4graded stone aggregate 20 mm nominal size) including centring shuttering all complete(Excavation foot rest and 12 mm thick cement plaster at the external surface shall be paid for separately)
with brick of class designation -150 (UPPWD/SOR-2020/19.11.1.2)
27
18398
496746
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Extra depth for circular type manhole 1.22m internal dia (at bottom) beyond1.68m to 2.29m With bricks of class designation -150 (UPPWD/SOR-2020/19.12.2)
13.54
6306
85392.04
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Constructing brick masonry circular type manhole 1.52m internal dia bottom and 0.56m dia at top in cement mortar 1:4 (1 cement: 4 coarse sand)in side cement plaster 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand): finished with a floating coat of neat cement foundation concete 1:3:6 (1) cement: 3 coarse sand:6graded stone aggregate 40 mm nominal size) and making necessary channel in cement concete 1:2:4 (1 cement: 2 coarse sand:4graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement all complete as per standard design 1.68m deep with S.F.R.C cover and frame (heavy duty, HD-20 grade designation) 560mm internal did meter conforming to IS 12592. total weight of cover and frame not less than 182 kg.. Fixed in cement concete 1:2:4(1 cement: 2coarse sand:4graded stone aggregate 20 mm nominal size) including centring shuttering all complete(Excavation foot rest and 12 mm thick cement plaster at the external surface shall be paid for separately)
with brick of class designation -150 (UPPWD/SOR-2020/19.13.1.1)
23
38724
890660.05
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Extra depth for circular type manhole 1.52m internal dia (at bottom) beyond1.68m to 2.29m With bricks of class designation -150 (UPPWD/SOR-2020/19.14.2)
14.52
14933
216827.16
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providing orange color 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 12mmx25mm (1 cement 3coarse sand:6graded stone aggregate 20 mm nominal size) complete as per design) (UPPWD/SOR-2020)
527
316
166821.85
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2.5 % of the total amount for Maintenance
270817.54
1
270817.54
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