Water Resources Department Tender

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Water Resources Department - WRD Tender

Works
Civil And Construction
Irrigation Work
Eprocure
Opening Date6 Mar 2025
Closing Date22 Mar 2025
Tender Amount₹ 3,49,59,011 
Notes
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Bid Capacity
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The bid capacity required in the given tender to bid having value can be calculated using the formula: Assessed Available Bid capacity = (A*N*2-B) Where, A = Maximum value of civil engineering works executed in any one year during the last five years N = Number of years prescribed for completion of the works for which bids are invited. B = Value of existing commitments and on-going works to be completed during the next 2 years Additionally, the bid capacity required includes: - Minimum 10% of the estimated cost as credit facilities - Minimum 25% of the contract value as investment during implementation - Minimum monetary value of construction work performed for each of the last five years - Experience in works of a similar nature and size - Bid security of 1% of the bid value Initial Bid Security is Rs.3,50,000/-. However, another formula for calculating the bid capacity is not provided. The given formula is Assessed Available Bid capacity = (A*N*2-B).
Technical Capacity
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The required prior work experience for the bidder includes information on existing commitments and on-going works, as well as works for which bids have already been submitted. The bidder should provide details such as description of works, place and state, contract number, name and address of employer, value of contract, stipulated period of completion, and value of works remaining to be completed. The bidder should have experience in similar works, including the quantity of work performed, and remarks indicating contract references. However, no specific percentage of similar works completed is mentioned. The bidder should have experience in works of a similar nature and size for each of the last five years. The total monetary value of construction work performed for each of the last five years should be provided. For subcontracting, the value of similar works completed should be at least 10% of the bid amount, and proposals for such subcontracting should be included in the bid. The bidder should have a minimum of 10% of the estimated cost as credit facilities, certified by the bankers, and should be able to invest a minimum of 25% of the contract value of work during implementation of the contract. The bidder should provide information on major items of construction equipment proposed to carry out the Contract, and qualifications and experience of key site management and technical personnel proposed for the Contract. The bidder should also provide evidence of access to lines of credit and availability of other financial resources facilities, certified by the Bankers, which is at least 10% of the contract value. The bidder should undertake to invest a minimum cash up to 25% of the contract value of work during implementation of the work. The bidder should provide reports on the financial standing of the Bidder, such as profit and loss statements and auditor’s reports for the past five years. The bidder should provide information regarding any litigation, current or during the last five years, in which the Bidder is involved, the parties concerned, and disputed amount. The bidder should have a minimum of 10% of the estimated cost as credit facilities, certified by the bankers, and should be able to invest a minimum of 25% of the contract value of work during implementation of the contract. The amount of similar works completed is not explicitly mentioned, but it is required that the bidder has experience in works of a similar nature and size for each of the last five years. The percentage of similar works completed is also not explicitly mentioned. The bidder should have experience in civil engineering construction work, with a total value of work performed in the last five years. The bidder should have executed similar works for a minimum amount as indicated in the Appendix in any one year. The bidder's available bid capacity will be calculated based on the maximum value of civil engineering works executed in any one year during the last five years, and the number of years prescribed for completion of the works for which bids are invited. The assessed available bid capacity is calculated as (A*N*2-B), where A is the maximum value of civil engineering works executed in any one year, N is the number of years prescribed for completion of the works, and B is the value of existing commitments and on-going works to be completed during the next 2 years. Mentioned values include: - 25% of the contract value of work during implementation of the contract as minimum cash investment - 10% of the bid amount for subcontracting - 10% of the estimated cost as credit facilities - 10% of the contract value as access to lines of credit - Rs.2.50 Crore for contracts over this value, requiring proposed methodology and programme of construction.

Costs

Description

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BOQ Items

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Providing compacted 75mm thick sand filter of required F.M. as per design on side slopes and in bed of canal with coarse sand including cost of water, ramming, levelling and dressing etc. all complete as per specification and direction of E/I. (7.2.1.A) WRD PART- B

16836.05

144

-

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Hessain Cloth.(0.3kg/M2 Cot.) Sl. No.-81(M-268) Pg. no.-60. WRD PART -A

3748.05

43

-

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Extra for earth work for each subsequent lift of 1M over the initial lift of 1.50M for ordinary or hard soil (vide classification of soil item- A & B)(7.1.34.1) WRD PART-B -For 4 subsequent lifts @ Rs. 13.27/cu.m X 4 i.e., Rs. 53.08/cu.m

139.5

53

-

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Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) (5.3.1.2) BCD PART -B

1.47

4598

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Providing and laying P.C.C or R.C.C. M200 with nominal mix of (1:1.5:3) in various components of canal or embankment superstructure with approved quality of 20 mm graded coarse aggregate of required grade as per design and approved quality of sand of requisite F.M (2.5 to 3.0) washed and screened but including necessary tools and plants and vibrating,curing,royalty all taxes etc, excluding cost of form-work as well of reinforcement ,its cutting,bending, binding and placing complete job as per specifications and direction of E/I.(7.3.10.WRD PART- B)(5.3.1.1 BCD)

70.64

4961

-

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Providing shuttering excluding strutting and proping etc and its removal after use in various components of canal structure or embankment structure as per specification and direction of E/I. (7.3.19) WRD PART-B

886.98

449

-

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Providing Tor steel reinforcement of 10 mm,12mm and 16mm dia bars as per approved design and drawing, inclusive carraige of M.S. bars to work site, cutting, bending and binding with annraled wire with cost of wire , removal of rust , placing the rods in position all complete as per specification and direction of E/I. (a) 10mm TMT coil Fe500 (Only valid for SAIL & TATA ,JSPL, Electrosteel,Steel Ltd. Bokaro and Vizag (RINL) (10 mm dia bar) (5.5.5(a) BCD)

3.61

82096

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providing Tor steel reinforcement of 8mm dia rods as per approved design and drawing enclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. TMT Fe 500 (only valid for SAIL & TATA STEEL) (5.5.4 BCD)

0.49

83314

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Color washihg two coat over a white wash over new surface with appproved quality of lime in approved shade including cost of cleaning surface thoroughly and removing the scales of smoke and mosk marks with jhama rubbing ,scaffolding,washing of floors and taxes all complete as per building specification and direction of E/I.(5.8.6 BCD)

1478.59

23

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E/w in excavation of canal having full supply discharge b/w 28 cumecs (1000 cumecs) and 8.5 cumecs (300 cumecs) ordinary soil (vide classification of soil item - A ) including cold bracking laying earth in bank in layers of 225mm and rough dressing with initial lead of 15M and lift of 1.5m as per approved design specification and direction of E/I.(7.1.7 WRD PART B)

139.5

127

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Extra for earth work for excavation in hard soil (vide classification of soil item - B ) all complete as per specification and direction of E/I.(7.1.10 WRD PART B)

139.5

15

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Earth work in lip cutting in side slopes and bed of canal in ordinary soil with initial lead of 30 M and lift of 1.5 M. including the cost of formation of sub grade of canal lining,profiling , leveling controling of slope and fine dressing with disposal of excavated earth and nominal dewatering if any all complete as per approved design, specification and direction of E/I.(7.1.21 WRD PART B)

59.38

151

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E/w in filling in Flood embankment, canal banks (canal discharge above 28cumecs ) as well as special repair of embankement and canal banks in ordinary soil in proper profile (vide classification of soil item - A ) obtained from borrow area or any other sourses free from logs, roots or any other ingredients with initial lead of 30M and initial lift of 1.5m including breading clods to maximum 50mm cube placing the earth in layers not exceeding 225mm thick complete as per specification and direction of E/I.( Mode of measurement sectional measurement shall be of compacted earth ) (7.1.24)WRD PART-B

362.65

141

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Watering & consolidation of earth laid in 150mm to 225 mm layers by manual labour with CI hammer to achieve minimum 85% of maximum dry density including supply of water and necessary tools and lants with all leads and lifts all complete as per specification and direction of E/I. (7.1.38) WRD PART-B

362.65

39

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GI pipe 50 mm dia(Tata or equivalent make) as per IS-1239(part-01)/2004 ISI marked.DWSD SOR M193,P-103

193.05

404

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Carriage of materials from quarry to work site at 32.238 to 40.845 of CLMC including cost of loading, unloading and staking- Cement

226.9

552

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Carriage of materials from quarry to work site at 32.238 to 40.845 of CLMC including cost of loading, unloading and staking- Sand

661.96

447

-

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Carriage of materials from quarry to work site at 32.238 to 40.845 of CLMC including cost of loading, unloading and staking- Stone Chips

617.12

669

-

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Carriage of materials from quarry to work site at 43.300 to 49.700 of CLMC including cost of loading, unloading and staking- Cement

515.55

605

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Carriage of materials from quarry to work site at 43.300 to 49.700 of CLMC including cost of loading, unloading and staking- Sand

1450.32

517

-

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Carriage of materials from quarry to work site at 43.300 to 49.700 of CLMC including cost of loading, unloading and staking- Stone Chips

1396.12

599

-

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Carriage of materials from quarry to work site at 49.700 to 54.860 of CLMC including cost of loading, unloading and staking- Cement

115.75

657

-

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Carriage of materials from quarry to work site at 49.700 to 54.860 of CLMC including cost of loading, unloading and staking- Sand

311.87

602

-

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Carriage of materials from quarry to work site at 49.700 to 54.860 of CLMC including cost of loading, unloading and staking- Stone Chips

309.66

683

-

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Carriage of materials from quarry to work site at 54.860 to 59.720 of CLMC including cost of loading, unloading and staking- Cement

12.9

701

-

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Carriage of materials from quarry to work site at 54.860 to 59.720 of CLMC including cost of loading, unloading and staking- Sand

13.16

672

-

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Carriage of materials from quarry to work site at 54.860 to 59.720 of CLMC including cost of loading, unloading and staking- Stone Chips

26.32

753

-

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Add GST @18%

1

1

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Add Labour Cess @1%

1

1

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