Uttar Pradesh State Industrial Development Authority Tender

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The UPSIDA has issued a formal invitation for competitive bids for the Uttar Pradesh State Industrial Development Authority project, for Development Of Road, Drain And Culvert In Pocket-b At I.a. Utelwa, Distt. -amethi in Amethi, Uttar Pradesh, with an estimated contract value of Rs. 6,89,88,590. The bid opening date for this tender is 27-05-2025 and the last date for bid submission is 17-06-2025. Interested bidders for Uttar Pradesh State Industrial Development Authority tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Uttar Pradesh State Industrial Development Authority - UPSIDA Tender

Works
Civil And Construction
Drainage Work
Eprocure
Opening Date27 May 2025
Closing Soon17 Jun 2025
Tender Amount₹ 6,89,88,590 
Notes
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Class Of Bidder
Technical Capacity
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The required prior work experience for the bidder includes having successfully completed works with Govt. Deptt./Semi Govt. Deptt./PSU/Corporations/Authorities/Board/Local Bodies only during the last 07 years for similar nature of works. The experience can be in the form of: - One work equal to a minimum of 80% of the bid value, with a value of 65125229.00 - Two works equal to a minimum of 60% of the bid value, with a value of 48843922.00 - Three works equal to a minimum of 40% of the bid value, with a value of 32562614.00 These values are calculated based on the estimated cost of the work, which is 81406536.00. The percentages are 80%, 60%, and 40% of the estimated cost. Additionally, for different cost ranges of work, the required technical staff and their minimum experience are specified. - For work costing more than 1000 lac, a Project Manager with a degree in the corresponding discipline of Engineering and minimum 10 years of experience is required. - For work costing between 500 to 1000 lac, a Graduate Engineer or Diploma Engineer with 5 years of experience is required, along with another Graduate Engineer or Diploma Engineer. - For work costing between 200 to 500 lac, a Graduate Engineer or Diploma Engineer with 5 years of experience is required, along with another Graduate Engineer or Diploma Engineer. - For work costing between 50 to 200 lac, a Graduate Engineer with 5 years of experience is required. - For work costing between 10 to 50 lac, a Graduate Engineer or Diploma Engineer is required. 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, with a minimum average annual turnover required of INR 24421961.00. For works above Rs. 10 Lakh, the experience needed is as follows: - One work equal to a minimum of 80% of the bid value completed in the last seven years. - Two works equal to a minimum of 60% of the bid value completed in the last seven years. - Three works equal to a minimum of 40% of the bid value completed in the last seven years. No experience is required for work up to Rs. 10 Lakh. The experience should be of having successfully completed works with Govt. Deptt./Semi Govt. Deptt./PSU/Corporations/Authorities/Board/Local Bodies only during the last 07 (Seven) years for a similar nature of works only. The bidder should attach a completion certificate issued by the client.

Costs

Description

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BOQ Items

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Mechanical compaction of earth in filling to achive 95%procter dencity of earth the compaction shall be done preferebly with the help of roller 10 ton static weight and subssequent shall be tested acepeted by Engineer in charge

9195.49

27

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Construction of granular sub-base by providing coarse graded ma Marerial conforming to specification mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achive the desired density, complete as per specification and directions of Engineer in-Charge.

3642.62

4762

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Providing laying spreading and compacting graded stone aggregate, grade-il(size range 53 mm to 0.075 mm) to wet niv macadam (WMM)specification including premixing the material wirh water at OMC in mechanical uns plant, carriage of mixed material by tipper to site, for all icads & lifts, laying in uniform layers with mer hanical paver finisher in sub-base/base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density complete as per specified and direction of engineer-10-charge

3035.56

5175

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Providing and applying priming coat with bitumen on prepared surface of granular base i/c cleaning of road surface and spreading bitumen grade V.G. 30 @ 0.6kg/Sqm using machinical means MORTH 502)

12142.08

65

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Providing and laying 50 mm thick-Dence graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes Iper hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 3.3 percent 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, vibratiory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 505 complete in all respects

607.14

12227

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Providing and applying tack coat with bitumen VG-10 using Bitumen distributor at the rate of 0.25 kg per sqm on the prepoared surface cleaned with hydraulic broom.(503)

12142.08

12

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P/L 25 mm Thick Semi Dense Bituminous Concrete with 100-120 P TPH batch type HMP Prouding an average output of 75 tonnes per hour using crushed aggregate of specified grading, premixed with Bituminous binder @ 4.5 percent of mix and filler, tronsporting the hot mix to work site, laying with hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem roller, to achieve required compaction as per MORTH Specification Clause no 507 including tack coat 0.30 KG per Sqm complete in all respect, including supply of all material, labour, T&P etc. as required for proper completion of the work.

12142.08

342

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Providing and laying of hot applied thermoplastic compound 2.5 mm. thick as per approved colour, layout and design including reflecturising glass beads @ 250 gms per sqm. area, thickness of 2.5 tram is exclusive of surface applied has beads as per MORT & H specification No 800 The finished surface to be level, uniform and free from streaks and holes rates to be inclusive of ail taxes, royalty, VAT etc. all T & P/ machine material and labour required for proper completion of work.

536.52

618

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Brick on edge pavement on patries with bricks laid dry, joints filled with local sand including preparation of base to proper slope and its ramming, spreading a layer of 1 cm. 3/8' depth of local sand over the subgrade & including supply of all materials.

1363.54

545

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Making& Maintening level pillar of average hight1.20M or as directed by Engineer incharge with brick work in 1:6 cement coarse sand mortor plastering with 1:6 cement, fine sand mortor on road side face & top of pillar also I/C painting to demarcate thickness of each coat of meta! including cost of all material labour T &P etc complete.

178.24

1050

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Dag-belling 15cm (6") on one line aligned with flage and jhandies as directed by Engineere-in-charge.

13368

2

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Supply and fixing of raised pavement marker with Made of Plastic body of RPM Road Stud shall be moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High-Imoact Polystyrene) or Acrylonitrite Butadien Styrene (ABS) or Any other suitable matenal approved by the Engineer. The Marker shall support a load of 13.635 kg lested in accordance with ASTM D4280. The Reflective panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light eniring the lens face. Lenses shall be mouled of methyl methacrylate conforming to and the area of each retro-face shalls than exceed 130 mm. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge.

587.61

324

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Earth work in cutting in ordinary soil, excavation should be in the regular form of pits not exceding 0.50 mtr, in depth, including dressing the surface to required levels and slopes and also including 1.5 M. lift and 30M. Lead the earth from cutting to be used for embarkment inclusive of cost shifting of surplus earth upto 30 Mtr. distance average distance from site, as directed by engineer in charge.

4060.35

155

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Providing and laying Cement concrete 1:5:10 (1Cement 5 Fine sand: 10 brick ballast 40 mm nominal size) and curing complete including cost of for work in foundation and floors.

491.16

3420

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Class-150 brick work in 1:6 Cement and course sand morter in foundation and plinth including supply of all materials, labour and tools and plants, ite required for proper completion of the work.

1518.5

6042

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2.5 mm thick 1:2:4 plain cement concrete floor with cement, approved coarse sand and 2cm. (3/4") graded approved stone laid in panels finished with 3 mm. (1/8") flooring coat of neat cement or cement and marble dust in 5:1 as specified over uniform finish including supply of all materials, labour and T&P etc. required for proper completion of th work.

2046.5

295

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12 mm thick cement mortar plaster with 1:4 cement and coarse sand.

6794.38

191

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Earth Work for every additional to 30.0metre lead or for every additional 1.5m. Lift or its part.

37.65

199

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Earth Work for every additional to 30.0metre lead or for every additional 1.5m. Lift or its part.

48.6

5990

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Class-150 brick work in 1:3 Cement and course sand morter in foundation and plinth including supply of all materials, labour and tools and plants, ite required for proper completion of the work.

265

5510

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R.C.C. work with cement approved coarse sand and 2cm. (3/4") gauge approved stone grit in the proportion 1:2:4 (1 Cement:2 coarse sand 4 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

21

8301

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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 books and authorized overlapping shall be measured up to floor two level.

32.95

7500

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Providing and laying Cement concrete 1:2:4 (1Cement 2 coarse sand: 4 stone grit 20 mm nominal size) and curing complete including cost of for work in foundation and floors.

10.6

7350

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40 mm thick 1:2:4 plain cement concrete floor with cement, approved coarse sand and 2cm. (3/4") graded approved stone laid in panels finished with 3 mm. (1/8") flooring coat of neat cement or cement and marble dust in 5:1 as specified over uniform finish including supply of all materials, labour and T&P etc. required for proper completion of th work.

51

435

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Struck Pointing on brick work with cement mortar in 1.2 with consisting of one part cement & two parts of fine sand of 1.25 F.M. including supply of all materials, labour & T & Petc. Required for proper completion of the work.

45.25

137

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Flush Pointing on brick work with cement mortar in 1:2 with consisting of one part cement & two parts of fine sand of 1.25 FM. including supply of all materials, labour & T & Petc. Required for proper completion of the work.

120

137

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Finishing walls with Premium Acrylic Smooth exterior paint with silicone additives of required shade: New work (Two or more coats applied @ 1.43 itr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm).

44.85

65

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