Irrigation And Waterways Department Tender
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Irrigation And Waterways Department Tender
Civil And Construction
Eprocure
Opening Date25 Feb 2025
Closing Date19 Mar 2025
Tender Amount₹ 3,75,73,504
Technical
Technical
Financial
Bid Capacity
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To determine the bid capacity required for the given tender, we look at the financial eligibility criteria. For individual bidders, the average of Gross Annual Turnover should be at least 30% of the amount put to tender. The formula is: Average Annual Turnover ≥ 0.3 * Amount put to tender. For Consortiums or Joint Ventures, the average of Gross Annual Turnover should be at least 90% of the amount put to tender. The formula is: Average Annual Turnover ≥ 0.9 * Amount put to tender. Additionally, for a Consortium or Joint Venture, each constituent must have at least 20% of the tender value as their individual average of annual turnovers from business in any three financial years. The formula is: Individual average of annual turnovers ≥ 0.20 * Tender value. Given the amount put to tender is 2,10,30,719.00, we can calculate the required bid capacity as follows: - For Individual Bidders: 30% of the tender value = 0.3 * 2,10,30,719.00 = 63,09,216.00
- For Consortiums/Joint Ventures: 90% of the tender value = 0.9 * 2,10,30,719.00 = 1,89,27,647.00 Therefore, the bid capacity required for the given tender is: - Minimum Average Annual Turnover for Individual Bidders: 63,09,216.00
- Minimum Average Annual Turnover for Consortiums/Joint Ventures: 1,89,27,647.00 And the formulas to calculate these values are: - For Individual Bidders: 30% of the Tender Value
- For Consortiums/Joint Ventures: 90% of the Tender Value The bid capacity required in the given tender to bid can be determined by the following formulas and values: 1. For a single bidder: - Gross notional amount calculated from the Credential Certificate (CC) should be at least 30% of the amount put to tender. - Average of Gross Annual Turnover of the bidder should be at least 30% of the Amount put to Tender. - Bidder’s Net worth in any three preceding financial years should be positive. 2. For Consortium/JV: - Sum of gross notional value of work in respect of the CC of individual entities for works of similar in nature should be at least 60% of the amount put to tender. - Average of Gross Annual Turnover of each constituent of the Consortium/JV should be at least 20% of the tender value as their individual average of annual turnovers from business in any three financial years. - The total Average of Gross Annual Turnover of the Consortium/JV should be at least 90% of the Amount put to Tender. These values and formulas are used to determine the eligibility criteria for bidders to participate in the tender. The bid capacity required to bid in the given tender can be extracted from the following conditions: * Average of gross annual turnover of the individual bidder/Organization/consortium or Joint Venture for any three financial years within preceding five financial years should not be less than the summation of turnover requirements of the relevant individual serial of works for which the bidder intends to bid. Formula: Average of gross annual turnover ≥ Summation of turnover requirements of individual serial of works Additionally, for a Consortium or Joint Venture, the following condition applies:
* Each of the constituents must have at least 20% of tender value as their individual average of annual turnovers from business in any three financial years within the zone of last five financial years. Formula: Individual average of annual turnovers ≥ 0.20 * Tender value Answer: The bid capacity required for individual bidders is 63,09,216.00 and for Consortiums/Joint Ventures is 1,89,27,647.00.
Formulas: 1. Average Annual Turnover ≥ 0.3 * Amount put to tender for individual bidders
2. Average Annual Turnover ≥ 0.9 * Amount put to tender for Consortiums/Joint Ventures
3. Individual average of annual turnovers ≥ 0.20 * Tender value for each constituent of the Consortium/JV.
Technical Capacity
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The bidder must have satisfactorily completed at least 1 work of 'similar in nature' under Government Sector within the last five financial years. For the first work, the gross monetary value should be of Rs.64,39,216.00, which is not less than 30% of the amount put to tender of the work. For Consortium/JV, this value should be at least 60% of the amount put to tender. The pre-qualification criteria of 'similar in nature' will be established if the summation of monetary values of any one of the following items or conglomeration of items derived from the BOQ is greater than or equal to the monetary value of the corresponding item/conglomeration of items, which is Rs 1,60,99,493.00 for Protection work (25% of Tender BOQ or above) with a minimum gross Notional value of Rs. 64,39,797.00. The bidder must have satisfactorily completed at least 1 work of 'similar in nature' under Government Sector within the last five financial years on the date of publication of this NIT of Gross monetary value of Rs 1,40,62,383.00. This value is calculated based on the final billed value given in the Credential Certificate (CC) multiplied by an inflationary factor executed within preceding five financial years of similar nature, not less than 30% of the amount put to tender of the work for which the bidder chooses to participate in this NIT. The same shall be a minimum of 60% for Consortium/JV. Additionally, the bidder should have an average annual financial turnover of at least 30% of the amount put to tender, which is Rupees 1,12,72,051.00, and for Consortiums or Joint Ventures, it should be at least 90% of the amount put to tender, which is Rs 3,38,16,154.00. The bidder must also have a positive net worth in any three preceding financial years within the zone of preceding five financial years. The monetary values of each of the 'major items' or 'conglomeration of items forming a major item' contained in the 'BOQ' of this e-tender is to be multiplied by a factor 0.40 to arrive at the minimum required Technical PQ Credential in terms of execution of similar items. The value of summation of those items contained in the BOQ of the AOC submitted by the bidder as its PQ Work Credential matches with at least one of the major items or conglomeration of items stated in the minimum PQ Credential at column 8 of the 'List of Works' in the e-tender and is equal to or exceeds the amount of any one of the PQ financial eligibility criteria specified at column 8. For Type-A Earthwork, the credential may also be considered to ascertain similarly for works including "Type-B" earthwork but "vice-versa" cannot be considered. In order of words, bidders having credentials of "Type-A" earthwork will not be eligible for Earthwork involving "Type-B" earthwork. The bidder should have completed a work of similar nature with a gross monetary value of Rs 1,40,62,383.00, which is 30% of the amount put to tender for a single entity and 60% for Consortium/JV. The bidder must have satisfactorily completed at least 1 work of 'similar in nature' under Government Sector within the last five financial years on the date of publication of this NIT of Gross monetary value of Rs.1,12,72,051.00. The Gross monetary value is calculated based on the final billed value given in the Credential Certificate (CC) multiplied by an inflationary factor executed within preceding five financial years of similar nature, not less than 30% of the amount put to tender of the work for which the bidder chooses to participate in this NIT. The same shall be a minimum of 60% for Consortium/JV. Additionally, the pre-qualification criteria of 'similar in nature' will be established, if the summation of monetary values of any one of the following items or conglomeration of items derived from the BOQ of the Award of Contract for which the corresponding CC is uploaded by the bidder when multiplied by an inflationary factor and again by 0.4, and the resultant monetary value is greater than or equal to the monetary value of the corresponding item/conglomeration of items shown, such as Major Item description in brief Protection work (25% of Tender BOQ or above) amounting to Rs 1,60,99,493.00, with a minimum gross Notional value of above Major Item desired Rs. 64,39,797.00. The bidder must have satisfactorily completed at least 1 work of 'similar in nature' under Government Sector within the last five financial years on the date of publication of this NIT of Gross monetary value of
Costs
EMD
₹ 7,51,470Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Wbiw/se/wc-i/nit-3(e)/2024-25 Sl-2
Description
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Contact
Tender Id
2025_IWD_818882_2Tender No
WBIW/SE/WC-I/NIT-3(e)/2024-25Tender Authority
Irrigation And Waterways Department ViewPurchaser Address
-Website
http://https://wbtenders.gov.in/
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Documents
BOQ Items
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20.0 cm av. Diameter
5792
363
2105392
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Labour for driving Jhaw / Eucalyptus bullah piles by monkey in all sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles
Note: Payment to be made on the length driven into the ground. Diameter to be measured at 1.5m. from the thicker end.
-
-
-
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15 cm av. Diameter
1327
125
166061
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17.5 cm av. Diameter
10507
133
1402474
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20.0 cm av. Diameter
2697
141
382489
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Supplying, fitting and fixing with iron nails halfsplit bullah wailing pieces and cross pieces etc. complete with cost of all materials and carriage to site.
-
-
-
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Width of thinner end above 10 cm. and less than 15 cm. Jhaw / Eucalyptus.
3812
123
472497
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Width of thinner end above 15 cm. Jhaw / Eucalyptus
6084
228
1392202
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Splicing (as per drawing and direction of the Engineer-in-charge) in position 150mm. to250 mm. dia. of individual bullah with 2 Nos. 1250 mm. x 75mm x 10 mm.M.S. flat and 4 Nos. half rings made of (700x75x6 )mm.M.S. flat fitted and fixed with 4 Nos. 12mm dia. bolts with utsand washers. Flat bars are to be fitted and fixed with 3 Nos. 20mm.dia. through bolts with nuts and washers including cost of supply and carriage of all materials,making necessary scaffolding, stagging etc.drilling holes complete (splicing is to be done on position after the bottom bullah is driven as per necessity).Length of lap of bullah should be provided as five times the diameter of bullah or 90 cm. whichever is greater .
1568
3260
5112872
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Coal tarring with 5% pitch including cost of material and labour complete as per direction of the Engineer-in-charge. Two Coat
16513
34
570689
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Cutting bullah by saw at level desired by the Engineer-in-Charge and marking the same by paint and stacking the same upto 60 metre lead and all lifts complete Bullah of dia above 15 cm
482
17
8618
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Taking out Jhaw/Eucalyptus piles from river bed or from else where including carrying , stacking materials in the nearest stack yard. Up to 17.5 cm. diameter
1327
14
18658
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Supplying Nylon cage netting 1 metre x 1metre x 1metre size with knot having mesh size 17.5 cm x 17.5 cm constructed with nylon thread (210 x24) having tensile strength not less than 250Kg. /sq. cm. including carriage, delivery and stacking at site inclusive of all taxes complete.
4500
139
627480
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Supplying to site empty cement polythene bags (capacity 50kg) in good condition including stacking, incedental charges etc. all complete (capacity 50 kg).
79313
7
567088
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Labour charges for filling empty cement gunny bag / polythene bag (capacity 50 kg) with all kinds of earth (wet or dry), sand or agreegates (stone/brick) and sewing as done incase of cement bags, ( tying with a knot after filling will not be accepted), and stacking within a lead of 30 metre as per direction of Engr-in-charge (cost is excluding the cost of any types of filling materials). NB:-Volume of earth/ sand filled bags should not be less than 0.028 cum/ bag.
79313
8
661470
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Dumping in position earth / sand filled gunny/polybags (capacity50 kg) within a lead of 30 metre inclusive of all lifts.
78750
3
281925
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Placing/ laying,stone /brick aggregates filled gunny /polybags on the slope of the bank of the river /sea or the slope of the embankment or in the river bed with all leads etc. complete.
5063
4
24151
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Removing earth / sand filled polybags /gunnybags from the channel bed /slope and initially depositing the same near channel bank at a place as directed by the Engineer-in Charge for measurement of Bag. & then disposing off the same at adistancenot less than 150 metre from the channel site.
11419
7
81646
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Supplying at site High Density Polyethylene (HDPE) bag of size 0.84m x 0.38m conforming to BIS:14252 : 2015 for bank protective works including all cost of cost of transportation on road by all means,including other incidental charges complete. Note: Payment will be made subject to there sult of 3rd Party Testing, to bed one by the Engineer-in-charge departmentally . Paragraphs 2.8 including the sub-paragraphs, i.e.2.8.1 and 2.8.2 under the Chapter of “Specification for Works” in the USoR shall be reproduced and included in the tender document as “Specification and Special Terms & Conditions for High Density Polyethylene (HDPE) Bags” incase of use of this item in the estimate.”
42705
26
1119725
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Labour charges for filling HDPE bags with filler materials (earth/sand), machine stitching the open end of the bag with thread as per design and placing the same on slope or dumping from bank within initial lead of 30 m and all lifts including carriage and hire charges of all materials and equipments but excluding the cost of filler materials as directed by Engineer-in-Charge (Volume of earth/sand filled bag should not be less than 0.0328 cum).
10575
14
151223
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Labour charges for dumping and placing in position properly filled in Nylon crates with filled in HDPE bags (minimum 21 nos.having capacity 50 kg) with local earth or sand, sewing and tying the crate with nylon wire within a lead of 150 m.and all lifts in river slope or bed by cutting trenches upto 50 cms depth, if necessary, or by boat including cost of hire charges of boat, boat men and other necessary equipments and also including cost of bags, carriage and charge of filling bags with earth / sand but excluding cost of nylon crate as per direction of the Engineer – in – Charge. NB:-Volume of each earth/ sand filled bags should not be less than 0.0328 m3. Size of Nylon crate is 1metre X 1metre X 1metre. Where boats are not necessary
1530
899
1376801
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Supplying fitting, fixing Darma mat in flowing or stagnant water or in dry areas with 16 SWG GI wire as per direction of the Engineerr-in-charge.
Where boats are not necessary
4680
203
953784
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Earthwork in excavation in all kinds of soil for making embankments, repairs to the embankment, closing breaches etc. as per profile including supply and transporting the earth by truck or tractor or any other mechanical means on land , including loading, transporting, unloading and stacking with all lifts bothways and head load where necessary and depositing the same on embankments, clannels, filling depressions in requisite profile, levelling as per direction of the Engineer-in-charge within a lead of, Beyond 4.00 km and upto 5.00 km
29236
371
10846556
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Compacting earthwork in embankment in layers of 25 cm. by power roller or by any other mechanical means, like tractor driven sheep foot roller/ vibrating plate compactor earth rammer etc., (not at OMC) including necessary watering, labour charges, hire charges of all materials, tools & plants etc. and including cost and supply of all materials complete as per direction of the Engineer-in-charge. (Payment will be made on the basis of Pre-work & Post-work level)
29236
27
801359
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Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
661.5
425
281448
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Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
661.5
28
18919
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Plain / Reinforced Cement Concrete in Substructure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete as per drawing and technical specifications. PCC Grade M 20 Grade Height upto 5m
95.85
7556
724309
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Plain / Reinforced Cement Concrete in Substructure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete as per drawing and technical specifications. RCC Grade M 25 Grade Height upto 5m Using Concrete Mixture
56.25
7853
441779
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Supplying, fitting and placing HYSD bar reinforcement in Sub-structure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge.
3.53
64507
227713
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Bailing out water by pump including all leads and lifts and including making all arrangements for disposal, where continuous flow or seepage of water is encountered and rating of pumps and hours of operation is specifically ascertained as per direction of the Engineer-in-charge.
11500
27
315215
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