Irrigation And Waterways Department Tender
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Irrigation And Waterways Department Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date25 Feb 2025
Closing Date19 Mar 2025
Tender Amount₹ 4,68,74,611
Technical
Technical
Financial
Bid Capacity
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The bid capacity required to bid in the given tender can be determined by the following values and formulas: 1. For individual bidders: - Average of Gross Annual Turnover should be at least 30% of the amount put to tender. - Formula: Average Annual Turnover ≥ 0.3 * Amount put to tender 2. For Consortiums or Joint Ventures: - Average of Gross Annual Turnover should be at least 90% of the amount put to tender. - Formula: Average Annual Turnover ≥ 0.9 * Amount put to tender Additionally, the Net worth of the bidder should be positive in the three financial years for which the Annual turn over documents have been uploaded. Specific values mentioned include:
- Rs. 63,09,216.00 (30% of the Amount put to Tender) for individual bidders
- Rs. 1,89,27,647.00 (90% of the Amount put to Tender) for Consortiums or Joint Ventures For a Consortium or Joint Venture, each constituent must have at least 20% of tender value as their individual average of annual turnovers from business in any three financial years within the last five years. Formula: Individual constituent's average annual turnover ≥ 0.20 * Tender value Also, the 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 Given tender values are Rs. 2,10,30,719.00 and Rs. 3,75,73,504.00. For the tender value of Rs. 3,75,73,504.00, - The required average Gross Annual Turnover for individual bidders = 0.3 * 3,75,73,504.00 = 1,12,72,051.20
- The required average Gross Annual Turnover for Consortiums or Joint Ventures = 0.9 * 3,75,73,504.00 = 3,38,16,053.60 For the tender value of Rs. 2,10,30,719.00, - The required average Gross Annual Turnover for individual bidders = 0.3 * 2,10,30,719.00 = 63,09,215.70
- The required average Gross Annual Turnover for Consortiums or Joint Ventures = 0.9 * 2,10,30,719.00 = 1,89,27,647.10 These values and formulas are used to determine the bid capacity required for participating in the tender.
Technical Capacity
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The bidder must have satisfactorily completed at least 1 work of ‘similar in nature’ with specific gross monetary values. The required prior work experience includes: 1. A work with a gross monetary value of Rs.64,39,216.00, where the gross value should be at least 30% of the amount put to tender (Rs.2,10,30,719.00), resulting in a minimum value of Rs.63,09,215.70. For Consortium/JV, this value should be at least 60% of the amount put to tender, which is Rs.1,26,18,431.40. 2. A work with a gross monetary value of Rs.1,12,72,051.00, where the gross value should be at least 30% of the amount put to tender, and for Consortium/JV, it should be at least 60% of the amount put to tender. 3. A work with a gross monetary value of Rs.1,40,62,383.00 under the Government Sector within the last five financial years, with a value not less than 30% of the amount put to tender. For Consortium/JV, this value should be at least 60% of the amount put to tender. Additionally, the bidder should have an average annual financial turnover of at least 30% of the amount put to tender (Rs.1,12,72,051.00), and for Consortiums or Joint Ventures, it should be at least 90% of the amount put to tender (Rs.3,38,16,154.00). The pre-qualification criteria of ‘similar in nature’ can also be established if the summation of monetary values of specific items derived from the BOQ is greater than or equal to the monetary value of corresponding items, such as Protection work (25% of Tender BOQ or above) amounting to Rs 1,60,99,493.00, with a minimum gross notional value of Rs.64,39,797.00.
Costs
EMD
₹ 9,37,492Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Wbiw/se/wc-i/nit-3(e)/2024-25 Sl-3
Description
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Contact
Tender Id
2025_IWD_818882_3Tender 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 cm av. Diameter
10510
363
3820385
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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:
1)Payment to be made on the length driven into the ground. Diameter to be measured at 1.5m. from the thicker end.
2) For driving done by pile engine set (without staging) under specific instruction of Engineer-incharge, the rates will be enhanced by ` 4.00
per meter.
-
-
-
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15 cm av. Diameter
2795.6
129
363176
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20 cm av. Diameter
4912.3
146
720094
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Splicing (as per drawing and direction of the Engineer-in-charge) in position 150 mm. to 250 mm. dia. of individual bullah with 2 Nos. 1250 mm. x 75 mm. x 10 mm. M.S. flat and 4 Nos. half rings made of (700 x 75 x 6) mm. M.S. flat fitted and fixed with 4 Nos. 12 mm. dia. bolts with nuts and washers. Flat bars are to be fitted and fixed with 3 Nos. 20 mm. 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.
543
3260
1770593
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Supplying, fitting and fixing with iron nails half split bullah wailing pieces and cross pieces etc. complete with cost of all materials and carriage to site.
Width of thinner end above 15 cm. Jhaw / Eucalyptus
3654
228
836145
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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
9371.03
65
614271
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Earthwork in excavation in all kinds of soil for making embankments, repairs to the embankment, closing reaches 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, NB :- Measurement to be taken on the basis of stack measurement / prepost work section measurement after deduction of void as per norms. No extra payment will be made for stacking. Note of Royalty: This rate is includes compensation for earth for land owned/arranged by the contractor @ Rs 25.00 per cum and royalty charges on earth @ Rs 29.00 per cum and cesses charges @ Rs. 5.30 per cum.. The royalty and cess will be paid to the agency on production of necessary documents in support of payment made towards the royalty and cess.
-
-
-
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Beyond 3.00 K.M. and upto 4.00 K.M.
15435.18
361
5579355
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Beyond 4.00 K.M. and upto 5.00 K.M.
36015.41
371
13361717
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Precast cement concrete blocks or lining units as per designed size and specification, in nominal mix proportion 1:1.5:3 ( corresponding to M20 Grade) with well graded stone metal aggregate, including dressing, ramming, shuttering, finishing the surface by trowel without adding any additional cement and sand mortar, curing, transporting and laying the blocks or lining units at worksite in position over sand cushion/ filter layer, with cold ( paper) joints between the adjacent units, having gap varying from 0 to 5 mm as tolerance, with all leads and lifts, including supply and carriage of all materials complete. ( The rate is exclusive of the cost of stone aggregate and its carriage upto site . Construction wing has to add the cost of same from the SoR of PW( Roads) to derive the consolidated rate. Consumption chart of the USor may be used for assessing the quantity of coarse aggregates per cum of concrete). Stone aggregates of Pakur or Rajmahal or broken stone of North Bengal varieties. Note: Provisions of the latest Departmental Manual for Lining in irrigation Canals are to be followed, wherever applicable.
474
7777
3686563
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Supply of black stone boulder at work site including compound charges (royalty in original from competent authority are to be submitted along with the bill, otherwise amount due towards such charges as stated below will be deducted from the bills of works), further including, loading, unloading and carriage of boulders from quarry to work site by all means over Pucca and other roads /paths, & other incidental charges, inclusive of head load at loading and unloading point up to a distance of 200 m, complete as per direction of the Engineer-in-Charge. Panchami source (Each weighing 25 kg & above) Following rate of royalty for black stone boulders are to be condsidered as per Notification No.01-CI/O/MIN/GEN-RLT/02/2015 dated 13 January 2022 of the Departmrnt of Industry, Commerce & Enterprises, till further modification by the Competent Authority. Panchami source: Rs 106.00/cum
N.B Payment on this item is to be made after deduction of void from stack measurement.
297
3158
938057
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Labour charges for laying boulder/ shingles in apron or within wire netting of sausage for slope pitching including carriage upto 30 metre and all lifts & dressing the exposed faces etc. complete as per direction of the Engineer-in-charge. Boulder
297
280
83181
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Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means. Upto 3.0 m Without pumping out water and shoring
343
135
46603
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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).
2571
7
18383
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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 aggregates(stone / brick) and sewing as done in case 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 Engineer-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.
2571
8
21442
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Dumping in position earth/sand filled gunny/polybags (capacity50kg) within a lead of 30 metre inclusive of all lifts.
2571
3
9204
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Providing and laying of Filter media with granular materials/stone crushed aggregates/brick aggregates /river bed materials satisfying the requirements laid down in clause 2504.2.2 of MoRT&H Specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.
474
2319
1099524
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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.
2575
28
73645
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Supplying, spreading and compacting Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary. (Fine Sand ,Grading Zone III as per IS 383:1970 Stacked at site)
241.8
1226
296643
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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
883.16
7511
6633980
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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
204.58
7808
1597524
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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. Tor Steel rods / HYSD bars / TMT bars (JSW/ JSPL/ SHYAM/ SRMB/SSL/BMASL/ Electrosteel)
(Fe 415 /Fe 500 /Fe 500D, conforms to IS:1786)
20.07
64464
1294060
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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.
2796.25
425
1189720
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Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications.
184
137
25219
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Supplying Nylon cage netting 1 metre x 1 metre x 1 metre size with knot having mesh size 17.5 cm x 17.5 cm constructed with nylon thread (210 x 24) having tensile strength not less than 250 Kg. / sq. cm. including carriage, delivery and stacking at site inclusive of all taxes complete.
2070
139
288641
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Labour charges for dumping and placing in position properly filled in Nylon crates with filled in gunny / poly cement bags (minimum 25 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, boatmen 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 0.028 m3.
Size of Nylon crate is 1metre x 1metre x 1metre. Where boats are not necessary.
2070
498
1031212
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Bailing or pumping out water from foundation trenches. This item should be executed on the specific direction of the Engineer-in-charges when he is satisfied in his absolute discretion, that this has not been necessitated due to any fault on the part of the contractor. (Payment, if permitted, will be made on the quantity of water calculated on the basis of initial and final water calculated on the basis of initial and final water level measured before starting and completion of each days work which necessitates a bailing / pumping of water from the trench. The final level of water to be measured, will depend on the level at which the day's work will be taken up. The rate includes any seepage water that may percolate in the trench during pumping)
27000
2488
671890
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