Water Resources Department Tender

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Water Resources Department - WRD Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date19 Feb 2025
Closing Date11 Mar 2025
Tender Amount₹ 5,07,77,991 
Notes
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Class Of Bidder
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The class eligibility requirement to bid or participate in this tender includes Class 1 C, Class II, and Class III contractors.
Bid Capacity
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The bid capacity required in the given tender to bid can be calculated using the formula: Bidding Capacity = 2A - (B+C) Where, A = Maximum turnover in any one year during the last three years B = Value of existing commitments/liabilities of all ongoing works awarded to the bidder remaining to be completed. C = Value of existing Tender or Value of works already completed and for which final bill has been submitted but not yet paid. Additionally, a bidder’s maximum bid capacity shall be calculated as 2 (two) times of the bidder’s highest Annual Turnover in any of the preceding last 3(three) years. In case a bidder has already been awarded work equal to twice his Annual Turnover of the last 3(three) years but has received some running payment against those works, the bidder would be eligible to bid for new works to the extent of payments already received by him. However, if a bidder has been awarded work to the extent of twice the highest turnover in the last 3 (three) years, or if his past work awarded and taking into account the current bid would cross twice the highest annual Turnover of last 3 (Three) years, he/she would be deemed to be financially ineligible to bid and his bid would be rejected on this ground. Bidders, who meet the qualification criteria, will be qualified if their available bid capacity at the time of bidding is not less than the total package value. The bid capacity is also defined as the monetary value of construction work, in aggregate, which the Department deems itself reasonably assured that a particular contractor is capable of executing and completing successfully at a given time. The bid capacity is defined as the monetary value of construction work that a contractor is capable of executing and completing successfully at a given time. The bid capacity is calculated using the following formula: Bidding Capacity = 2A - (B+C) Where, A = Maximum turnover in any one year during the last three years B = Value of existing commitments/liabilities of all ongoing works awarded to the bidder remaining to be completed. C = Value of works already completed and for which final bill has been submitted but not yet paid. Additionally, a bidder’s maximum bid capacity shall be calculated as 2 (two) times of the bidder’s highest Annual Turnover in any of the preceding last 3(three) years. In case a bidder has been awarded work to the extent of twice the highest turnover in the last 3 (three) years, or if his past work awarded and taking into account the current bid would cross twice the highest annual Turnover of last 3 (Three) years, he/she would be deemed to be financially ineligible to bid and his bid would be rejected on this ground. However, if a bidder has already been awarded work equal to twice his Annual Turnover of the last 3(three) years but has received some running payment against those works, the bidder would be eligible to bid for new works to the extent of payments already received by him. To determine the bid capacity required, we need to look at the financial requirements and formulas provided in the tender documents. According to the information provided, the following are relevant: - Annual Turnover: The bidder's annual turnover for civil works is considered. A certificate for the preceding five financial years from a registered Chartered Accountant is required. - Existing Commitments/Liabilities: The bidder must submit a table containing the value of existing commitments/liabilities of all ongoing works awarded, which remains to be completed. - Bid Security (EMD): The bid security amount is specified, though the exact amount is not provided in the query. It's mentioned that the bid security may be forfeited under certain conditions. - Minimum Machinery Requirements: Depending on the package value (above or up to Rs. 5 Crore), there are specified minimum requirements for plant and equipment like Hydraulic Excavator cum loader, Dumper/Tipper or Tractor With Trailer, and Static Roller. However, a specific "bid capacity" formula or direct requirement is not explicitly mentioned in the provided context. The focus is more on the bidder's financial soundness, technical capabilities, and compliance with specified conditions rather than a straightforward "bid capacity" calculation. Given the information and the requirement to extract bid capacity with value and formulas, the response would be: Bidding Capacity = 2A - (B+C) Where, A = Maximum turnover in any one year during the last three years B = Value of existing commitments/liabilities of all ongoing works awarded to the bidder remaining to be completed. C = Value of existing Tender or Value of works already completed and for which final bill has been submitted but not yet paid. Additionally, a bidder’s maximum bid capacity shall be calculated as 2 (two) times of the bidder’s highest Annual Turnover in any of the preceding last 3(three) years. In case a bidder has already been awarded work equal to twice his Annual Turnover
Technical Capacity
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The bidder should have prior work experience in civil works. For package value more than a certain amount, the bidder should have at least one single civil work order of value not less than 60% of the package value or two works equaling 70% of the package value. For package value up to a certain amount, the bidder should have at least one single civil work order of value not less than 50% of the package value. The work order allotted within the last 5 financial years will be considered for the criteria. Relaxation in experience certificate may be granted for 3 years from the date of their first registration for newly registered contractors. The required prior work experience includes: - For package value more than a certain amount: at least 1 single civil work order of value not less than 60% of the package value or 2 works equaling 70% of package value. - For package value up to a certain amount: at least 1 single civil work order of value not less than 50% of the package value. The value and percentage of similar works completed are not explicitly mentioned, except for the requirements of having a certain percentage of the package value in prior work experience. The amounts are: - 60% of the package value for one work - 70% of the package value for two works - 50% of the package value for one work for package value up to a certain amount. The amounts are: - Rs.5.00 crores as the threshold for package value - Rs.5.00 crore as the upper limit for package value with a different requirement. Note that specific details on similar works completed are limited, but the information on prior work experience and the required values and percentages are provided.

Costs

Description

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BOQ Items

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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A With crushed Stone II P.C.C grade M 15 , Nominal mix 1:2.5:5 ( Hand mixing)

93.56

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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (A) With crushed stone (I) R.C.C grade M 20 (i) For nominal mix 1:2:4 (a) Height upto 5 M

459.74

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Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns

285.18

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Centering and shuttering including strutting, propping etc. and removal of form work for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.

1556.49

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Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/Jindal panther steel/ Shyam steel or equivalent)

92.56

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Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)

63.77

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Providing, driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap) : 20.1.3 500 mm dia piles

3640

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Vertical load testing of piles in accordance with IS 2911 (Part IV)including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing. Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge. 20.6.1 Single pile upto 50 tonne Safe capacity 20.6.1.2 Routine test (Test Load 1.5 times the Safe capacity)

1

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Levelling course for Pile cap

69.81

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12 mm cement plaster of mix : 13.4.1 1:4 (1 cement: 4 coarse sand)

2394.07

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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

358

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Construction of temporary shed of two roof with mud plinth of 0.45 m height above ground level with Bhaluka bamboo post 1.5 m apart, driven at atleast 0.75 m below ground and height above plinth of 2.5m. Split Jatti bamboo/tarza wall 10 cm thick touch roofing over bamboo rua frame, placing at 0.15 m clear apart, fitted with bamboo kamies from binding doors and windows with Bamboo Chattai, strengthening with Bamboo frame binding with wire, roofing with TATA Shaktee roofing sheets etc., complete as directed. (Using Bhaluka Bamboo at the rate of 6.00 nos/ Rm & Jati Bamboo at the rate of 61.00nos / Rm)

96

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Supply of Pre stressed Cement Concrete (PSC) Porcupine members of size 0.10 m × 0.10 m × 3.00 m with M - 30 grade of cement concrete conforming to IS 1343:2012 using super-plasticizer @1.2 lit/bag of cement with graded broken coarse aggregates up to 20 mm size down conforming to IS 10262:2009 & IS 456:2000 and reinforced with 4 nos. of 4 mm dia. high tensile steel wire cable/strand with necessary cover and 4 mm high tensile stirrups at 250 mm C/C, in conformity with IS-6403:R2002 and stressed to required strength not exceeding 9.18 N/mm, holes of 16 mm dia. at 50 cm inside from both ends in the same face and in either face of post another 2 nos. of holes of size 16 mm dia. at 65 mm inside from both ends including properly curing for 21 (Twenty one) days and carriage of porcupine members from factory to the stack yard within a distance up to 50 Km including loading, unloading & stacking complete as directed.

510

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Carriage of PSC porcupine members of size 0.10 m × 0.10 m × 3.00 m from Stack yard to Work Site including loading, unloading & stacking. Distance =1 Km

510

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Labour charge for launching of PSC Porcupine including carriage of PSC porcupine members of size 0.10 m × 0.10 m × 3.00 m from the stack yard to the place of launching, erection of the Porcupine with 6 (Six) members properly, supply & fitting/fixing with 12 mm dia. 25 Cm long M.S. Nuts and bolts and launching the porcupine properly as directed. (Lead up to 150 m) Launching without boat

40

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Labour charge for launching of PSC Porcupine including carriage of PSC porcupine members of size 0.10 m × 0.10 m × 3.00 m from the stack yard to the place of launching, erection of the Porcupine with 6 (Six) members properly, supply & fitting/fixing with 12 mm dia. 25 Cm long M.S. Nuts and bolts and launching the porcupine properly as directed. (Lead up to 150 m) Launching with boat

45

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Earth work in embankment by Mechanical means by truck carriage with locally available ordinary/normal soil excluding sandy and rocky soil free from roots & vegetation and filling in uniform layers not exceeding 25 cm thick including ploughing or roughening or benching the seats, removing all debries, breaking clods up to 4cm cube, dressing as per design section and compaction in layers not exceeding 30 cm in thickness and core cutter soil test at every layer and every 500m distance, etc. complete as directed. A. Compaction with three wheel static roller of 80-100 kN capacity For intital lead up to 1.00 Km for all lifts.

798.27

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Earth work in embankment by Mechanical means by truck carriage with locally available ordinary/normal soil excluding sandy and rocky soil free from roots & vegetation and filling in uniform layers not exceeding 25 cm thick including ploughing or roughening or benching the seats, removing all debries, breaking clods up to 4cm cube, dressing as per design section and compaction in layers not exceeding 30 cm in thickness and core cutter soil test at every layer and every 500m distance, etc. complete as directed. A. Compaction with three wheel static roller of 80-100 kN capacity. For beyond initial 1 km & upto 10.00 km & for all lifts. Lead = 1.00 Km

798.27

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Supply of Geo Bags Type-B (Size 2.00 m × 1.50 m inner to inner) (Pillow Type) made of composite layers of Polypropylene (PP) fibre as per IS 16653:2017 for Nonwoven and IS 16654:2017 for Woven: Woven Geo-textile for the outer cover (300gsm): The woven geo textile is woven with multifilament woven fabric manufactured from ultra violet stabilized polypropylene. Geo-textile used to manufacture geo textile bags should have high mechanical properties for enhanced durability along with enhanced puncture, abrasion and U.V. resistance characteristics. Geo-textile should be inert to biological degradation and resistant to naturally encountered chemicals, alkalis, and acids. Properties i. Tensile strength (MD) ≥ 80 KN/m & Tensile strength (CD) ≥ 70 KN/m ii. Elongation (MD) ≤ 25% & Elongation (CD) ≤ 25% iii. Abrasion ≥ 75% iv. Trapezoidal Tear Strength (MD) ≥ 1500N & Trapezoidal Tear Strength (CD) ≥ 1300N v. CBR Puncture strength ≥ 900N vi. Permeability ≥ 18 l/m2/sec vii. AOS ≤ 250 micron viii. UV Resistance @ 500 hours retained Tensile strength (MD) & (CD) ≥ 80% ix. Mass ≥ 300 gm/m² x. Seam strength ≥ 50 % of actual fabric strength. Non-Woven Geo-textile for the inner layer (300gsm): It is needle punched non-woven geo-textile made of 100% polypropylene staple fibres which are formed into a random network for dimensional stability. It should resist UV degradation, rotting and alkalis. Properties i. Wide Tensile strength (MD) ≥ 15 KN/m & Wide Tensile strength (CD) ≥ 15 KN/m ii. Elongation (MD) ≥ 50% & Elongation (CD) ≥ 50% iii. Abrasion ≥ 95% iv. Trapezoidal Tear Strength (MD) ≥ 340 N & Trapezoidal Tear Strength (CD) ≥ 340 N v. CBR Puncture strength ≥ 3000 N vi. Permittivity ≥ 1.25 s-1 vii. Permeability ≥ 60 l/m2/sec viii. AOS ≤ 75 micron ix. UV Resistance @ 500 hours retained Tensile strength (MD) & (CD) ≥ 80% x. Mass ≥ 300 gm/m² xi. Thickness at 2KPa ≥ 3 mm xii. Seam strength ≥ 80 % of actual fabric strength. Stitching of Bags should be Ring Spun Yarn stitches with 2500-3000 denier double line chain stitch with overlap with stitches along the edge. (Bags are to be supplied of 15 numbers in a bundle, properly packed with each bag having proper tag with name of Manufacturer, Batch Number, the GSM and type of polymer encrypted and stitched on top corner and each bag is to be marked with “WRD Govt. of ASSAM” to be printed distinctly. Test Certificate from approved NABL accredited and ISO Certified Laboratory should invariably be submitted against each batch of material)

6741

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Supply of sewing thread/yarn PPMF stitching thread (2000 Den, kaplon)

148302

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Collection and supply of River silt by truck carriage free from debries and other foreign material,etc complete as directed. For beyond initial 1Km & upto 10.00 km & for all lifts.

4125.49

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Filling and laying of nonwoven Geo-textile bag of dimension 2.00mx1.50m excluding excavation of specified silt from flood plain or adjacent chars within a distance of 90m of the work site, filling geo bags with silt, having minimum volume 0.612 cum after filling,double locking chain stitching the mouth of the filled bags with polypropylene thread by power driven double needle machine, laying at proper site including all handling charges and local carriage within a distance of 100m complete as directed. (Sand/silt, Geo Bag and Polypropylene thread will be supplied by the department free of cost) With Engine boat

3371

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Filling and laying of nonwoven Geo-textile bag of dimension 2.00mx1.50m excluding excavation of specified silt from flood plain or adjacent chars within a distance of 90m of the work site, filling geo bags with silt, having minimum volume 0.612 cum after filling,double locking chain stitching the mouth of the filled bags with polypropylene thread by power driven double needle machine, laying at proper site including all handling charges and local carriage within a distance of 100m complete as directed. (Sand/silt,Geo Bag and Polypropylene thread will be supplied by the department free of cost) With out boat

3370

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