Rural Engineering Department Tender

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Rural Engineering Department Tender

Works
Civil And Construction
Drainage Work
Eprocure
Opening Date5 May 2025
Closing Date13 May 2025
Tender Amount₹ 2,53,66,000 
Notes
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AI Insights

Class Of Bidder
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The class eligibility requirement to bid or participate in this tender is Categories A, B, or C.
Bid Capacity
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The formula for Assessed Available Bid capacity is A*N*M - B.
Technical Capacity
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The required prior work experience for the bidder includes having satisfactorily completed, as a prime contractor, at least one similar work equal in value to one-third of the estimated cost of the work for which the bid is invited. For technical personnel, the required experience is: - Degree Holder in Civil Engineering: Minimum 5 years of experience in Road Works & Building works. - Diploma Holder in Civil Engineering: Minimum 5 years of experience in Road Works & Building works. - Supervisor BSc (PCM): Minimum 4 years of experience. - For field testing laboratory: Diploma in Civil Engineering or BSc with Physics, Chemistry, Mathematics: At least 3 years of field experience. The value of similar works completed should be equal to one-third of the package value, excluding maintenance cost. No specific percentage of similar works completed is mentioned. The bidder should have achieved a minimum annual financial turnover, with at least 50% of which is from civil engineering construction works, in any one year in the last five years, with a volume equal to 100% of the estimated value of work updated to the current price level. The bidder must demonstrate availability of technical personnel required for construction work, and liquid assets and/or credit facilities, net of other contractual commitments, of not less than 10% of the contract value.

Costs

Summary

Under District Gorakhpur, Construction Work Of Cc Road And Rcc Drain In Various Streets Of Block-jungle Kauria Gram Sabha Dohria And Dohria Bazar, Lot No 3

Description

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BOQ Items

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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) As per DSR 6.1.1

329.53

5338

1759327.7169999997

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12 mm thick plaster with cement mortar inproportion of 1:4 cement and coarse sand over brick work minium thickness not be less than 10 mm including supply of all materials, labour and T&P etc. required for proper, comletion of work. as per (DSR-13.4.1)

108.56

258

28093.156799999997

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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) As per DSR 5.1.2

497.65

6552

3260677.4475

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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo- Mechanically Treated bars of grade Fe-500D or more. As per DSR 5.22.6

426.82

7812

3334373.3266

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Supply of 450mm Dia Hume pipes (2.5m Length)

400

1862

744800

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Laying of 450mm Dia Hume pipes (2.5m Length)

160

323

51680

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P/F of 450mm Dia Hume pipes collor.

80

469

37581.6

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Supply of 110mm Dia PVC Pipe

80

218

17480

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Supply of 110mm Dia PVC Bend

40

58

2356

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Supply of 110mm Dia PVC Socket

40

28

1140

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Supply of PVC Pipe Jointing Solution

10

351

3515

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Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. As per DSR 2.27

112.15

1538

172523.7095

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Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete As per DSR 5.9.1

3450

284

979972.5

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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.2 with a lead upto 2000 m as per Technical Specification Clause 303.1 (MORD)

1381.5

107

148041.54

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GSB Grade-1 Construction of granular sub-base by providing well graded material in widening portion and compacted thickness 12.50cm spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method at OMC, and compacting with smooth wheel roller to achieve the desired density. This work includes cost of all materials, labour, and hire charges of road roller, machinery, T&P etc complete. Complete work as per Technical Speicification Clause 401 and as per direction of E/I.

351.22

3819

1341642.8390000002

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WBM G-3 - Providing and laying in width 3.75m and compacted thickness 7.50cm spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber applying and brooming stone screening to fill-up the interstices of coarse aggregate watering and compacting to the required dencity. This work includes cost of all materials, labour, and hire charges of road roller, machinery, T&P etc complete. Complete work as per Technical Speicification Clause 405 (3) and as per direction of E/I.

475.82

5011

2384452.975

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Construction of un-reinforced, dowel jointed, at expansion and construction joint only, plain cement concrete pavement thickness as per design, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2M 30 (Grade), coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including leveling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finshed in continous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing of concrete slab for 14-days, using curing compound (where specified) and water finishing to lines and grades as per drawing and Technical Specification Clause 1501

1097.72

8834

9698147.6332



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