Water Resources Department Tender
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Water Resources Department - WRD Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date23 Jan 2025
Closing Date6 Feb 2025
Tender Amount₹ 3,04,80,000
Technical
Technical
Financial
Class Of Bidder
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Class - I (with a monetary limit of Rs.75.00 Lakhs and above)
Bid Capacity
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The bid capacity required in the given tender can be calculated using the formula: Assessed available bid capacity of applicant = (Ax1.5XN) – B Where: - A is the Maximum value of work executed in any one year during the past five years. - N is the Number of years fixed for completion of the work for which the bid is invited. - B is the Value of existing commitments and ongoing works to be completed during the contract period of the work for which the bid is invited. The bid capacity required to bid has a value of Rs. 153.00 Lakhs for similar nature of work. Additionally, the bid capacity or the applicant shall also be more than the total bid value of the work, which is Rs.83.13 lakhs (or) Rs.84.00 lakhs. Formulas for price adjustment are also provided:
1. Adjustment for labour component: L = 0.85 x P1/100 x R x (Li- Lo)/Lo 2. Adjustment for cement component: Vc = 0.85 x Pc/100 x R x (Ci - Co)/Co 3. Adjustment for steel component: Vs = 0.85 x Ps/100 x R x (Si - So)/So Where:
- R = Value of Contract
- Lo = Average consumer price index for industrial workers for Trichy center for the quarter preceding the date of opening of Bids/Date of agreement
- Li = Average consumer price index for industrial workers for Trichy center for the quarter under consideration
- Pi = Percentage of Labour component of the work
- Co = All India average wholesale price index for cement for the quarter preceding the date of opening of Bids/Date of agreement
- Ci = All India average wholesale price index for cement for the quarter under consideration
- Pc = Percentage of cement component of the work
- So = All India average wholesale price index for steel (Bars and Rods) for the quarter preceding the date of opening of Bids/Date of agreement
- Si = All India average wholesale price index for steel (Bars and Rods) for the quarter under consideration
- Ps = Percentage of steel component of the work
Technical Capacity
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The required prior work experience for the bidder includes:
- Project Manager: Degree in Civil Engineering with at least 5 years of experience in executing similar works.
- Site Engineers: a) 2 Nos. (Two numbers) with Degree in Civil Engineering and at least 3 years of experience. b) 2 Nos. (Two numbers) with Diploma in Civil Engineering and at least 3 years of experience. The value of similar works completed should be at least Rs.153.00 Lakhs under a single agreement in any one of the preceding five years. The bidder should have completed at least one similar nature of work, such as Check dam, Bed dam, Anicut, Regulator, and Tail end Regulator of any irrigation structures. The value of similar works completed should be at least 50% of the work value. Additionally, the bidder should have executed a minimum quantity of works, including:
- Earth Work: 8690.50 M3
- Cement Concrete: 849.00 M3
- Fabrication of Steel: 219.00 Qtl
- Steel Centering: 1797.00 M2 The annual turnover of the bidder should not be less than Rs.420.00 Lakhs per year in any one of the preceding 5 years at the 2024-2025 price level.
Costs
EMD
₹ 1,64,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_WRD_519984_1Tender No
e- Tender Notice No.8/ 2024-2025/LCBC-TNJ/ dt.21.01.2025Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://tntenders.gov.in
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Documents
BOQ Items
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Supplying and filling in foundation with M.sand Gravel mix in ratio of 30:70 in layers of not more than 15cm thick thoroughly mixed, well watered, rammed and consolidated etc.,complete complying with standard specification and as directed by the departmental officers.
147
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Supplying and erection of steel centering for sides and soffits without strutting for plain surface with all cross bracings using mild steel sheets of size 90x60cm. And B.G. 10 stiffened with welded M.S. angles of size 25x25x3 mm for boarding laid overcountry wood joists of size 10x6.5cm spaced 90cm. Centre to centre etc.,complete complying with standard specification and as directed by the departmental officers.
2069
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Supplying and erection of steel centering for sides and soffits with strutting upto 3m height for plain surface with all cross bracings using mild steel sheets of size 90x60 cm. And B.G. 10 stiffened with welded M.S. angles of size 25x25x3 mm for boarding laid overcountry wood joists of size 10x6.5cm spaced 90cm. Centre to centre and supported by casurina props of 10 to 13 cm dia (spaced at 75cm. c/c) etc.,complete complying with standard specification and as directed by the departmental officers.
1525
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Providing and placing Plain Cement Concrete M10 grade using crusher broken hard granite course aggregate (well graded) of nominal maximum size of 40mm to I.S specified grading (To achieve the specified characteristic strength of 10N/mm2 in 28 days) and mixing the ingredients in approved mixer including dewatering of the placement site by baling / pumping and diverting wherever necessary placing in layers and vibrating, water curing, finishing the surface with all leads and lifts etc., complete complying with standard specification and as directed by the departmental officers.
77
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Providing and placing Plain Cement Concrete M15 grade using crusher broken hard granite course aggregate (well graded) of nominal maximum size of 20mm down graded to I.S specified grading (To achive the specified characteristic strengh of 15N/mm2 in 28 days) and mixing the ingredients in approved mixer of the placement site by baling / pumping and diverting wherever necessary placing in layers and vibrating, water curing, finishing the surface with all leads and lifts etc., complete in all respects so as to attain the profile and strength specified in the approved drawing and specifications, etc., complete complying with standard specification and as directed by the departmental officers.
30
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Providing and placing plain cement concrete M-20 Grade using crusher broken hard granite coarse aggregate nominal maximum size of 40mm and down graded metal to IS specified grading (To achive the specified charachteristic strength of 20N/mm2 in 28 days) and mixing the ingrediants in approved mixer including placing in layers and vibrating, water curing, finishing surface with all leads and etc. complete in all respects so as to attain the profile and strength specified in the approved drawing and specification and excluding steel centering and reinforcement grills in position as per the direction of the engineer in charge of works and complying with technical specification by the departmental officers.
1296
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Providing and placing Plain Cement Concrete M20 grade using crusher broken hard granite coarse aggregate (well graded) of nominal maximum size of 20mm and downgraded to I.S specified grading (To achieve the specified characteristic strength of 20 N/mm2 in 28 days) and mixing the ingredients in approved mixer of the placement site by bailing / pumping and diverting wherever necessary placing in layers and vibrating, water curing, finishing the surface with all leads and lifts etc.,complete complying with standard specification and as directed by the departmental officers.
295
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Providing and laying in position, Standardised Concrete Mix M-30 Grade in accordance with IS:456-2000, using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 400 kg/m3 and maximum water cement ratio of 0.45, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m) 7670 kg. of sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials).
346
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Supplying and fabricating and placing in position of RTS grill for reinforced cement concrete including cost of steel and binding wire and labour charges for bending, cutting etc.,complete complying with standard specification and as directed by the departmental officers.
437.5
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Supplying and filling loose boulders of Size more than 300mm and weight more than 40kg in U/S and D/S apron using including conveyance,cost of materials etc., complete complying with standard specification and as directed by the departmental officers.
26
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Fabricating, supplying and erection of Screw Gearing steel shutters of size above 1.00 m and upto 2.00 m width, consist of skin plate made out of 8 mm thick Mild steel plate and horizontally stiffened with 100 x 50 mm steel channel (ISMC) at an interval not more than 0.50m and vertical stiffeners made out of same section at an interval not more 0.60m and provided with 8 mm thick Mild Steel guesst plate of required size on both sides fastened with rust free bolts and nuts etc., Conveying the fabricated shutter by using lorries including loading, unloading and leading the shutter to the vent. Dismantling the eroded shutter and shuttering arrangements by using necessary gas cutting equipments. Erecting the new shutter and the shuttering arrangements in the vent in proper position by using necessary hoisting eqipments. The shutter shall be painted with two coat of Anticorrosive black paint over one coat of Red oxide primer. The rate including cost of material, consumables, labours, power charges, conveyance charges , charges for all equipments required conveying the dismantled material to the section stores, cost of petty civil works , trial operation of shutter and warranty for 5 years etc.,complete complying with standard specification as directed by the departmental officers.
4.62
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Fabricating Supplying and erection of Screw Gearing Steel shutters of size above 2.00 M and upto 3.00 M width, consists of Skin plate made out of 8mm thick Mild steel plate and horizontally stiffened with 150x75mm RSJ 150 at an invertal not more than 0.50m and vertical stffeners made out of 100x50mm MS channel at an interval not more than 0.60m and provided with 10mm thick Mild steel Gusset plate of required size on both sides fastened with rust free bolts and nuts etc., Conveying the fabricated shutter by using Lorries including Loading, unloading and leading the shutter to the vent. Dismantling the eroded shutter and shuttering arrangements by using necessary gas cutting equipments. Erecting the new shutter and the shuttering arrangements in the vent in proper position by using necessary hoisting equipments. The shutter shall be painted with two coats of Anticorrosive black paint over one coat of Red oxide primer. The rate including cost of material, consumables, labours, power charges, conveyance charges, charges for all equipments required conveying the dismantled material to the section stores, cost of petty civil works, trial operations of shutter and warranty for 5 years etc., complete complying with standard specifications and as directed by the departmental officers.
6.6
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Fabricating supplying and fixing of shutter Groove Angle made up of 65 x 65 x 6 mm Mild Steel angle for required height including welding hold fast of size 25 x 25 x 6 mm Mild steel angle 2 Nos on both sides and conveying and leading the groove angle to the vents. Fixing the angle to the grooves in proper alignment including dismantling the existing damaged groove angles, conveying and stacking at section store. The Groove angle should be painted with two coats of Anticorrosive black paint over one coat of red oxide primer. The rate including cost of materials, consumables, labours, charges for all fabricating and hoisting equipments, conveyance, petty civil works and warranty for 5 years etc.,complete complying with standard specification as directed by the departmental officers.
22
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Fabricating, supplying and fixing of 63 mm dia Screw Rod made up of Mild Steel duly machined and fully threaded to suit the Head set Assembly and provided with required holes. Conveying and leading the screw rod to the worksite. Fixing the screw rod to the shutter gusset plate with required bolt and nut in proper alignment to the head set including dismantling the existing damaged screw rod, conveying and stacking at section store. The Screw rod should be painted with two coats of AC black paint over one coat of red oxide primer. The rate including cost of materials, labours, charges for all fabricating and hoisting equipments, conveyance charges for labours and materials and warranty for 5 years etc., complete complying with standard specification as directed by the departmental officers.
12.5
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Fabricating, Supplying and fixing of Top Beam made up of 150 x 75 mm (ISMB 150) duly drilled to suit the Head set Assembly and provided with required bed bolt made out of 25 mm Mild Steel Round rod duly threaded with suitable anchorage arrangements to a height of 0.60 m with necessary Fish plate made out of 12 mm Mild Steel Plate of size 0.30 x 0.15m 2 Nos with required holes. Conveying and leading the top beam arrangements to the work site. Fixing the top beam arrangements at the top of the vent to correct position including dismantling the existing eroded top beam, conveying and stacking at the section store. The top beam should be painted with two coats of Anticorrosive black paint over one coat of red oxide primer. The rate including cost of materials, labours, charges for all fabricating and hoisting equipments, cost of petty civil works conveyance charges for labours and materials and warranty for 5 years etc., complete complying with standard specification as directed by the departmental officers.
32.2
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Fabricating, Supplying and fixing of Head Set Assembly Medium duty with hexagonal nut (approximate 70 Kg) made up of cast iron including moulding, machining and the hexagonal nut threaded to suit the Screw Rod provided with thrust bearings for smooth operation. Conveying and leading the head set assembly to the work site. Fixing the head set assembly to the top beam by using required bolts and nuts in proper alignment including dismantling the existing damaged Head set assembly, conveying and stacking at section store. The Head set assembly supplied with operating key and the both should be painted with two coats of Anticorrosive black paint over one coat of red oxide primer. The rate including cost of materials, labours, charges for wooden pattern, moulding and charges for all machining equipments, conveyance charges for labours and materials and warranty for 5 years etc., complete complying with standard specification as directed by the departmental officers.
5
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Earth work excavation deploying earth moving machineries for desilting channel having a width of 3m - 10m and forming bund on either side and deposting the earth on banks including jungle clearence etc.,complete complying with standard specification and as directed by the departmental officers.
13600
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GST @ 18%
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