Irrigation Department Tender

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Irrigation Department Tender

Works
Civil And Construction
Civil Works Others
Excavation
Eprocure
Opening Date17 Feb 2025
Closing Date25 Feb 2025
Tender Amount₹ 9,92,59,000 
Notes
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Class Of Bidder
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The class eligibility requirement to bid or participate in this tender is "AA".
Bid Capacity
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The bid capacity required in the given tender is as follows: 1. Turnover: The bidder should have an average annual financial turnover during the last 3 years, ending 31st March of the previous financial year 2024, of at least 30% of the COST OF WORK (without G.S.T.). Formula: Average Annual Turnover ≥ 0.3 * COST OF WORK 2. Financial Soundness (Profitability): The bidder should submit audited financial statements, including Balance sheet and Profit & Loss A/c, supported by Income Tax Returns for the last 3 financial years, to demonstrate the current soundness of the Bidder's financial position. Additionally, the Assessed available Bid capacity should be greater than the Estimated Value of the work, calculated using the formula: 2AN - B Where: A = Maximum Value of Civil Engineering works executed in any one year during the last Five years ending 31st March of the previous financial year 2024 (updated by giving 8% simple weightage per year to bring them to Current Financial Year price level) N = Number of years prescribed for completion of the works for which tenders are invited. B = Value of existing commitments i.e., agreemented works with agreement number & year and ongoing works with agreement number & year to be completed during the period of completion of the project for which tenders are invited.
Technical Capacity
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The bidder should have experience of having successfully completed similar nature of civil works during the last 07 years. The required prior work experience includes: - Three similar completed works costing not less than 40% of the estimated cost. - Two similar completed works costing not less than 50% of the estimated cost. - One similar completed work costing not less than 80% of the estimated cost. The experience value will be updated by giving 8% simple weightage per year to bring them to the current financial year price level. Additionally, one similar completed work should cost not less than the amount equal to 80% of the estimated cost. The work experience certificate should be issued by an officer not below the rank of Executive Engineer.

Costs

Summary

Restoration Of Spur At Km 7.500 And Laying Of Porcupines In 150m Length At U/s Of Spur At Km 7.500 And Construction Of Revetment Between Km 7.520 To Km.7.730

Description

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BOQ Items

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Providing & laying/dumping HDPE woven bag filled with Local Earth/Sandy soil in P.P. rope gabion size 1.80 X 1.80 X 0.50 m, mesh size 15cm X 15cm with lid and slings, polypropylene with adequate U.V. Stabilizer, 9.00mm X 3 strand having a weight of 30gm/m, 1260 Kg breaking strength rope and woven at site. in construction of base of launching apron including cost of all material, labour, carriage T&P etc but excluding GST.as per direction of Engineer in charge.

14138.3

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Providing and Laying of MZP. stone boulder (25 to 40 Kg minimum dimension 200mm) for launching apron in wire crate Mechanically Woven Double Twisted Hexagonal Shaped BIS Standard class 2 as per IS code 16014 : 2024 of required sizes (3.0 x 2.0 x 0.45)m (1 no. diaphragm size 3x0.45m along the gabion length and 2 No. diaphragms size 2x0.45 across the length of Gabion) Mesh Type 10.00x12.00cm having Zinc and polymer coated, Mesh Wire dia. 2.7/3.7mm (ID/OD), edged/Selvedge dia 3.4/4.4mm (ID/OD) with partitions at every 1m interval and shall have minimum 10 No. of opening per mtr. of mesh perpendicular twist tying with lacing wire of dia 2.2/3.2mm (ID/OD) of construction of launching apron and Gabin wall including all material, labour, T&P, carriage, loading, unloading, Royality, all taxes but excluding GST etc. and tying with lacing wire all complete as per direction of Engineer in charge.

5807.7

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Providing and Laying of MZP. stone boulder (25 to 40 Kg minimum dimension 200mm) for launching apron in wire crate Mechanically Woven Double Twisted Hexagonal Shaped BIS Standard class 2 as per IS code 16014 : 2024 of required sizes (3.0 x 1.0 x 0.45)m (2 no. diaphragm size 1x0.45m across the length of gabion) Mesh Type 10.00x12.00cm having Zinc and polymer coated, Mesh Wire dia. 2.7/3.7mm (ID/OD), edged/Selvedge dia 3.4/4.4mm (ID/OD) with partitions at every 1m interval and shall have minimum 10 No. of opening per mtr. of mesh perpendicular twist tying with lacing wire of dia 2.2/3.2mm (ID/OD) of construction of launching apron and Gabin wall including all material, labour, T&P, carriage, loading, unloading, Royality, all taxes but excluding GST etc. and tying with lacing wire all complete as per direction of Engineer in charge.

719.55

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Providing and Laying of MZP. stone boulder (25 to 40 Kg minimum dimension 200mm) for launching apron in wire crate Mechanically Woven Double Twisted Hexagonal Shaped BIS Standard class 2 as per IS code 16014 : 2024 of required sizes (2.0 x 1.0 x 0.45m) (1 no. diaphragm size 1x0.45m across the length of gabion) Mesh Type 10.00x12.00cm having Zinc and polymer coated, Mesh Wire dia. 2.7/3.7mm (ID/OD), edged/Selvedge dia 3.4/4.4mm (ID/OD) with partitions at every 1m interval and shall have minimum 10 No. of opening per mtr. of mesh perpendicular twist tying with lacing wire of dia 2.2/3.2mm (ID/OD) of construction of launching apron and Gabin wall including all material, labour, T&P, carriage, loading, unloading, Royality, all taxes but excluding GST etc. and tying with lacing wire all complete as per direction of Engineer in charge.

189.9

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Dismantling, Stacking and Relaying boulder for launching apron in wire crate Mechanically Woven Double Twisted Hexagonal Shaped BIS Standard class 2 as per IS code 16014 : 2024 of required sizes (3.0 x 2.0 x 0.45)m (1 no. diaphragm size 3x0.45m along the gabion length and 2 No. diaphragms size 2x0.45 across the length of Gabion) Mesh Type 10.00x12.00cm having Zinc and polymer coated, Mesh Wire dia. 2.7/3.7mm (ID/OD), edged/Selvedge dia 3.4/4.4mm (ID/OD) with partitions at every 1m interval and shall have minimum 10 No. of opening per mtr. of mesh perpendicular twist tying with lacing wire of dia 2.2/3.2mm (ID/OD) of construction of launching apron and Gabin wall including all material, labour, T&P, carriage, loading, unloading, Royality, all taxes but excluding GST etc. and tying with lacing wire all complete as per direction of Engineer in charge.

1212.3

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Dismantling, Stacking and Relaying boulder for launching apron in wire crate Mechanically Woven Double Twisted Hexagonal Shaped BIS Standard class 2 as per IS code 16014 : 2024 of required sizes (3.0 x 1.0 x 0.45)m (2 no. diaphragm size 1x0.45m across the length of gabion) Mesh Type 10.00x12.00cm having Zinc and polymer coatedhaving Zinc and polymer coated, Mesh Wire dia. 2.7/3.7mm (ID/OD), edged/Selvedge dia 3.4/4.4mm (ID/OD) with partitions at every 1m interval and shall have minimum 10 No. of opening per mtr. of mesh perpendicular twist tying with lacing wire of dia 2.2/3.2mm (ID/OD) of construction of launching apron and Gabin wall including all material, labour, T&P, carriage, loading, unloading, Royality, all taxes but excluding GST etc. and tying with lacing wire all complete as per direction of Engineer in charge.

136.35

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Providing and laying Geo Textile sheet 200 Gsm woven multifilament polypropylene yarn, below pitching with pegs including cost of materials, labour, preparation of surface, T&P etc. but excluding GST etc.as per direction of Engineer in charge

4171.9

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Providing and Laying of MZP stone boulder (25 to 40 kg minimum dimension 200mm) for Slope Pitching in wire crate Mechanically Woven Double Twisted Hexagonal Shaped BIS Standard class 2 as per IS code 16014 : 2024 of required sizes (3.0 x 1.0 x 0.45)m (2 no. diaphragm size 1x0.45m across the length of gabion) Mesh Type 10.00x12.00cm having Zinc and polymer coated, Mesh Wire dia. 2.7/3.7mm (ID/OD), edged/Selvedge dia 3.4/4.4mm (ID/OD) with partitions at every 1m interval and shall have minimum 10 No. of opening per mtr. of mesh perpendicular twist tying with lacing wire of dia 2.2/3.2mm (ID/OD) of construction of Slope Pitching including all material, labour, T&P, carriage, loading, unloading, Royality, all taxes but excluding GST etc. and tying with lacing wire all complete as per direction of Engineer in charge.

1123.2

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Providing and Laying of MZP stone boulder (25 to 40 kg minimum dimension 200mm) for Slope Pitching in wire crate Mechanically Woven Double Twisted Hexagonal Shaped BIS Standard class 2 as per IS code 16014 : 2024 of required sizes (2.0 x 1.0 x 0.45)m (1 no. diaphragm size 1x0.45m across the length of gabion) Mesh Type 10.00x12.00cm having Zinc and polymer coated, Mesh Wire dia. 2.7/3.7mm (ID/OD), edged/Selvedge dia 3.4/4.4mm (ID/OD) with partitions at every 1m interval and shall have minimum 10 No. of opening per mtr. of mesh perpendicular twist tying with lacing wire of dia 2.2/3.2mm (ID/OD) of construction of Slope Pitching including all material, labour, T&P, carriage, loading, unloading, Royality, all taxes but excluding GST etc. and tying with lacing wire all complete as per direction of Engineer in charge.

481.5

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Providing and Laying R.C.C (1:1.5:3) porcupine (3.00x3.00x3.00) m size with R.C.C member of (3.00x0.10x0.10) m size as per drawing filled with jhakar including cost of all material, labour, carriage t&p etc with all porcupine tagged to each other by 8 SWG G.I wire complete but excluding GST etc.as per direction of Engineer in charge.

360

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Providing and Pilling R.C.C member as a anchor of (3.0x0.10x0.10) m size pilling 2/3 length tagged with each other with 5 stained 8 SWG G.I WIRE AT two lines of each anchor as per Drawing including all material, labour, carriage, T&P etc. complete but excluding GST etc.as per direction of Engineer in charge.

24

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Providing and fixing of bamboo 5cm to 8cm dia braced at top and bottom as per drawing including cost of all material, labour, carriage, T&P etc completebut excluding GST etc.as per direction of Engineer in charge.

4200

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