Uttar Pradesh State Industrial Development Authority Tender
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Uttar Pradesh State Industrial Development Authority - UPSIDA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date15 Feb 2025
Closing Date7 Mar 2025
Tender Amount₹ 5,89,78,271
Technical
Technical
Financial
Class Of Bidder
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A class approved
Bid Capacity
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The bid capacity required in the given tender can be determined by several factors including solvency, experience, and turnover. 1. Solvency: The minimum solvency required is 40% of the total estimated cost of the work. - Formula: 40% of Total Estimated Cost - Value: 40% of 69594360.00 = 27837744.00 2. Experience: The bidder must have successfully completed works with Government Departments/Semi-Government Departments/PSU/Corporations/Authorities/Board/Local Bodies only during the last 07 years for similar nature of works. The experience can be in one of the following forms: - At least 03 (Three) jobs each of similar nature of value not less than 40% of the estimated cost of work. - Formula: 40% of Total Estimated Cost - Value: 40% of 69594360.00 = 27837744.00 - Or, at least 02 (Two) jobs each of similar nature of value not less than 60% of the estimated cost of work. - Formula: 60% of Total Estimated Cost - Value: 60% of 69594360.00 = 41756616.00 - Or, at least 01 (One) job of similar nature of value not less than 80% of the estimated cost of work. - Formula: 80% of Total Estimated Cost - Value: 80% of 69594360.00 = 55675488.00 3. Turnover: The average annual financial turnover from the core business of the bidder should be at least 30% of the estimated cost of the tender during the immediate last 03 consecutive financial years. - Formula: 30% of Estimated Cost of Tender - Value: 30% of 69594360.00 = 20878308.00 Given these requirements, the bid capacity includes both financial capacity (solvency and turnover) and experiential capacity (completion of similar works). The specific values and formulas provided are as follows: - Solvency: 27837744.00 (40% of Total Estimated Cost)
- Experience: - Option 1: 27837744.00 (40% of Total Estimated Cost) for at least 03 jobs. - Option 2: 41756616.00 (60% of Total Estimated Cost) for at least 02 jobs. - Option 3: 55675488.00 (80% of Total Estimated Cost) for at least 01 job.
- Turnover: 20878308.00 (30% of Estimated Cost of Tender) as the average annual turnover for the last 3 financial years.
Technical Capacity
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The required prior work experience for the bidder can be fulfilled in three ways: 1. Atleast 03 jobs each of similar nature of value not less than 40% of the estimated cost of work, completed within the last 07 years. The value is 27837744.00 INR.
2. Atleast 02 jobs each of similar nature of value not less than 60% of the estimated cost of work, completed within the last 07 years. The value is 41756616.00 INR.
3. Atleast 01 job of similar nature of value not less than 80% of the estimated cost of work, completed within the last 07 years. The value is 55675488.00 INR.
Similar works are defined as Road & Culvert works. Additionally, the bidder should have personnel with specific experience and qualifications, which vary based on the cost of the work. For works costing more than 1000 Lac, the Project Manager should have a degree in the corresponding discipline of Engineering with 10 years of experience. For works between 500 to 1000 Lac, the Graduate Engineer should have 5 years of experience. For works between 200 to 500 Lac, the Graduate Engineer should have 5 years of experience. For works between 50 to 200 Lac, the Graduate Engineer should have 2 years of experience. For works between 10 to 50 Lac, the Graduate Engineer or Diploma Engineer should have 1 year of experience. The experience needed for works above Rs. 10 Lakh is as follows: - One work equal to minimum 80% of bid value completed in last seven years.
- Two works equal to minimum 60% of bid value completed in last seven years.
- Three works equal to minimum 40% of bid value completed in last seven years.
Costs
EMD
₹ 13,91,887Document Cost
₹ 8,850Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_SIDC_1006475_1Bid Award Id
ViewTender No
CD_XI_182_Dt_12112024Tender Authority
Uttar Pradesh State Industrial Development Authority ViewPurchaser Address
-Website
http://http://www.onlineupsidc.com/
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Documents
BOQ Items
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2 CM. (3/4") thick damp proof course with cement and approved coarse sand 1:2 with and including water proofing materials as ordered by the Engineer-in-charge in the proportion as specified by the manufacturers including supply of all material, labour and T&P etc. required for proper completion of the work including proper curing and shuttering as necessary.
1056.83
301
319130.96
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Providing and laying Cement concrete 1:4:8 (1Cement :4 Coarse sand : 8 stone ballast 40 mm nominal size) and curing complete including cost of for work in foundation and floors.
225.04
5006
1126734.77
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Scarifying the esxisting bituminous road surface to a depth of 150mm & disposal of scarified material with a lift upto 3m &lead upto 1 km as per Technical specification clause301.4
5406.5
24
132351.12
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Construction of granular sub-base by providing coarse graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, 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
1374
6239
8573141.7
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Provding and fixing unplasticised Rigid PVC rain rain water pipes 100mm diameter conforming to IS:13592
18
404
7276.5
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Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil
5194.35
130
677654.9
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R.C.C. work with cement approved coarse sand and 2cm. (3/4") gauge approved stone grit in the proportion 1:1.5:3 (1 Cement:1.5 coarse sand :3 stone grit 20mm aggregate) in slabs of doors and windows excluding supply of reinforcement and its bending but including its fixing and binding the same necessary with 24 BWG binding wire and including necessary centering and shutteing etc. and also including supply of materials sabour and tools and plants etc. required for proper completion of the work strength of the concrete shall not be less than M-200.
302.53
6308
1908601.26
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Centering and shuttering including strunning,propping etc. fillets kerbs and steps etc.
2310
706
1632153.6
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Finishing Walls with Premium acrylic Smooth exterior paint with silicone additives of required shade.old work (two or more Coatapplied @1.67ltr/10sqm).
51.8
125
6514.37
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Providing and laying dense bituminous macadam (75mm) with 100-120 TPH batch type HMP using crushed aggregates of Grading - 2 (Table 500-10), premixed with bituminous binder (VG-30) @ 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 B complete in all respects
827.19
12565
10393642.35
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Providing and laying 40mm thick bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of Grading-2 ( Table 500-17), premixed with bituminous binder (VG-30) @ 5.4 per cent of 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. 507 complete in all respects
11029.26
565
6233517.17
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Lettering with black japan paint of approved brand and manufacture
380.8
61
23403.97
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Providing, laying, spreading and compacting graded stone aggregate (Table 400-13) to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller of minimum static weight of 80 to 100kN to achieve the desired density, complete as per Clause 406
2205.85
6439
14204482.84
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Providing and applying tack coat with bitumen emulsion (VG-10) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.( As per Clause 503 )
11029.26
11
125182.1
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First Class brick work in 1:4 cement and Coarse sand mortar in foundation and plinth 3 including supply of all materials, labour and TSP etc. required for proper completion of the work.
377.02
5417
2042479.46
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Providing and applying primer coat with bitumen emulsion (VG-10) on prepared surface of Wet Mix Macdam Base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm(Table 500-3) using mechanical means, complete as per Clause 502
11029.26
62
689769.92
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Mild steel or iron in plan work shch as reinforced concrete or reinforced brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorized overlapping shall be measured up to floor two level.
356.08
7800
2777424
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Laying of 80 mm thick pre moulded inter locking paver tiles over 15 cm compected GSB including 4 cm thick coarse sand bed over prepared surface including all labour T&P etc. required for proper completion of work.
9160
802
7348610
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