Urban Development Authority Tender
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Technical
Technical
Financial
Bid Capacity
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To extract the bid capacity required in the given tender to bid, having value and formulas, we look at the provided details. The bid capacity required to bid for the tender includes two main aspects: 1. Average annual financial turnover: at least 30% of the value of the contract, which is 0.81 Cr (30% of 2.70 Cr including GST).
2. Experience of having successfully completed or substantially completed similar works, with specific options: a. Three similar works costing not less than 40% of the estimated cost (i.e., 1.08 Cr). b. Two similar works costing not less than 50% of the estimated cost (i.e., 1.35 Cr). c. One similar work costing not less than 80% of the estimated cost (i.e., 2.16 Cr). Formulas for similar works experience are:
- Option a: 3 works * 40% of estimated cost = 1.08 Cr
- Option b: 2 works * 50% of estimated cost = 1.35 Cr
- Option c: 1 work * 80% of estimated cost = 2.16 Cr The estimated cost is 2.70 Cr (including GST), and the calculations for similar works experience are as follows:
- 40% of 2.70 Cr = 0.4 * 2.70 Cr = 1.08 Cr
- 50% of 2.70 Cr = 0.5 * 2.70 Cr = 1.35 Cr
- 80% of 2.70 Cr = 0.8 * 2.70 Cr = 2.16 Cr Therefore, the bid capacity required in the given tender to bid, along with the values and formulas, is found as per the above calculations.
Technical Capacity
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The required prior work experience for the bidder includes completion of similar projects in the last 7 years, with details such as project name, description, and value. The bidder should have prior work experience in civil construction works, specifically road works, bridge, and railway over bridge work. The bidder should have completed similar works with a value of at least 25 percent of the estimated cost, which is 0.68 Cr (25% of 2.70 Cr, including GST). Alternatively, the bidder can have completed similar works meeting one of the following conditions:
* Three similar works costing not less than 40% of the estimated cost (i.e., 40% of 2.70 Cr. including GST = 1.08 Cr.)
* Two similar works costing not less than 50% of the estimated cost (i.e., 50% of 2.70 Cr. including GST = 1.35 Cr.)
* One similar work costing not less than 80% of the estimated cost (i.e., 80% of 2.70 Cr. including GST = 2.16 Cr.) The similar works should be substantially completed, meaning at least 90% completed, with a certificate from the employer. The experience can be as a Prime contractor or as a member of Joint Venture, with evaluation in proportion to their participation in the Joint Venture. The bidder should provide information on similar projects executed during the last 5 years, including project name, contract location, nature of work, contract amount, percentage of participation, value of work completed, and evidence provided from the client. The bidder should also provide a summary of current contract commitments and works in progress. Values and percentages mentioned include contract amount in Indian Rupees, percentage of participation in the project, value of work completed and certified in Indian Rupees, and value of contract, stipulated period of completion, value of work completed, and value of works remaining to be completed.
Costs
EMD
₹ 2,28,750Document Cost
Refer DocumentsTender Fee
₹ 4,248
Description
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Contact
Tender Id
155628Tender No
Director/URDCL/09/2024-2025Tender Authority
Urban Development Authority ViewPurchaser Address
-Website
http://nprocure.com
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Documents
02-SBD Vol II Technical Specification.pdf
BOQ Items
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Maintenance of hedge for one year
1000
315
315120
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Preparing surface by brushing with wire brushes for removing caked mud, etc., sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt, etc. (ii) Black top surface.
10000
17
175033
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Restoration of rain cuts (Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300mm width, laying fresh material in layers not exceeding 250mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes).
1000
139
139834.5
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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirements of table 300-2. Construction of Embankment with Material Obtained from Borrow pits area.
1000
356
356610.8
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Dense Graded Bituminous Macadam-II (Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder (VG-40) @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.)
1219.5
3402
4148827.5
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Filling potholes and patch repairs with bituminous concrete, 40mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, backfilling the potholes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2.)
500
367
183820
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Earthwork in embankment for subgrade and shoulders by using mechanical means with approved material (hard murrum/quarry spalls) having 4 days soaked CBR equal to or more than 8%, laying in layers not exceeding 250 mm loose, breaking clods, dressing to the required lines, curves, grades, watering to OMC and compacting to 97% modified Proctor density with vibratory rollers having minimum 80-100 KN static weight including all leads and lifts etc. complete.
500
1041
520740.85
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Plant Mix Method (Construction of granular sub-base by providing close-graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to worksite, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401) FOR GRADING-5.
1000
1329
1329543.8
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Providing and fixing pre-cast concrete kerbstone of gray cement-based concrete block, 30cm length, 30cm height, and 15cm thick of M25 grade concrete as per approved design and including excavation for fixing in proper line and level, filling the joints with C:M 1:3 (1 cement: 3 fine sand), etc., complete.
1000
361
361640.6
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Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees (girth up to 300 mm), removal of stumps of trees cut earlier and disposal of unserviceable materials (C) by mechanical means in an area of light jungle.
15
28393
425895.59
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Providing and fixing of powder-coated black matt finished MS pipe bollards made from 100mm O.D. & 7.5mm thick MS pipe, having a length of 1050mm, with 3mm deep, 25mm wide white retro-reflective strips. Hollow sections shall be filled with cement concrete, inclusive of excavated material, grouting with cement concrete and anchor bar, removal of debris etc., as shown in the drawing and directed by the Engineer in charge.
50
1530
76507.5
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Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retroreflectorised signs as per IRC: 67, made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminum sheeting, 2 mm thick with area exceeding 0.9 sqm, supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of a properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing).
10
12153
121533.3
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Providing and laying asphalt painting on B.T. surface with bitumen VG-40 at a rate of 5.00 kg/10 sq. mt., including spreading stone dust for painting the surface at a rate of 0.03 cu. mt./10 sq. mt.
5000
31
159883
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Road marking with hot-applied thermoplastic paints with reflectorising glass beads on bitumen surface, providing and laying a hot-applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area. The thickness of 2.5 mm is exclusive of surface-applied glass beads as per IRC:35-2015. The finished surface to be level, uniform and free from streaks and holes. Zebra patta/bump patta/lane/center line/edgeline/cut patta. The white color marking should provide luminance coefficient. Once amended, roads shall be min 130 mcd/m²/lux and asphalt roads shall be min 100 mcd/m²/lux during the service life during the daytime. The marking should meet the performance criteria for nighttime reflectivity, wet reflectivity and skid resistance as mentioned in section 15 of IRC 35-2015. Warranty for retroreflectivity should be two years.
5000
367
1838604
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Maintenance of earthen shoulder (filling with fresh soil) (Making up loss of material/irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.)
500
51
25603.5
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Rolling of earthwork in layers with a power roller, including filling in depressions which occur during the process.
500
13
6701.35
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Supplying and fixing reinforced concrete heavy-duty non-pressure pipes with collars for culverts carrying heavy traffic as per IS 458-1991 specifications including setting the pipes in C.M. 1:2, watering and laying (to level or slopes) of class NP3 of following internal diameters. (iii) 600 mm dia.
500
1952
975998.35
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Supplying and fixing reinforced concrete heavy-duty non-pressure pipes with collars for culverts carrying heavy traffic as per IS458-1991 specifications, including setting the pipes in C.M. 1:2, watering and laying (to level or slopes) of class NP3 of the following internal diameters: (v) 900mm dia.
500
3446
1723251.9
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Bituminous Concrete Grading - I (Providing and laying bituminous concrete with a higher-capacity batch-type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.2 percent of mix and filler, transporting the hot mix to the work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth-wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects).
840
3963
3329545.8
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Providing and filling foundation with controlled Cement concrete M-150 mix and providing necessary vertical pin headers including formwork, vibrating, ramming and curing complete (more than 10 ton) [M15].
250
3596
899152.5
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Dusting (Applying crusher dust to areas of road where bleeding of excess bitumen has occurred.)
10000
-
7474
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Providing and casting in-situ controlled cement concrete M-200 mix and providing necessary pin headers including shuttering, scaffolding, laying, vibrating, curing and finishing complete without V-Grooves. (A) Height from 0.0 M. to 5.0 M. (more than 10 ton).
150
4169
625392
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