Maharashtra Industrial Development Corporation Tender
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Maharashtra Industrial Development Corporation - MIDC Tender
Civil And Construction
Pipe Line Project
Eprocure
Opening Date5 Feb 2025
Closing Date13 Feb 2025
Tender Amount₹ 7,11,19,644
AI Insights
Technical
Technical
Financial
Bid Capacity
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The bid capacity required in the given tender to bid can be calculated using the formula: Assessed Available Bid capacity = (A*N*2 - B) Where:
A = Maximum value of civil/electrical/mechanical engineering works executed in anyone year during the last five years (updated at 10% per annum (Compounded) by multiplying values with applicable factor i.e. 1.1, 1.21, 1.33, 1.46 & 1.61 as the case may be) N = Number of years prescribed for completion of the works for which bids are invited.
B = Value (updated at 10% per annum (Compounded) by multiplying values with applicable factor i.e. 1.1, 1.21, 1.33, 1.46 & 1.61 as the case may be) of existing commitments and on-going works to be completed during the next … Years (period of completion of the Works for which bids are invited) Alternatively, the bid capacity required in the given tender to bid can also be calculated using the formula:
(A x N x 2) – B Where:
A = Maximum of the updated values of works executed in one of the preceding 5 years.
B = Value of existing commitment of works (on-going or to be completed in the period stipulated for completion of the work in the present tender).
N = Number of years prescribed for completion of the project for this work. The value of A is updated by multiplying the original value with a factor of 1.1, 1.21, 1.331, 1.46, or 1.61, depending on the number of years since the work was executed. Additionally, the bidder should have a minimum bid capacity of more than the total bid value, and the available bid capacity should be more than the total bid value. Also, the bidder should have liquid assets and/or availability of credit facilities of not less than 25 % of contract value indicated in tender document. The bidder should also demonstrate availability of key and critical equipment for this work, and personnel with adequate experience as required. The annual turnover of the bidder should not be less than 75% of Annual Cost of the work. (Only for unregistered contractor) (Annual cost of Work = Estimated Cost of work/ Time limit in years)
Technical Capacity
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The required prior work experience for the bidder includes satisfactorily completing CI/ DI/MS/ HDPE /MDPE/ LDPE/GRP pipeline works in Govt./Semi Govt. Dept./Local bodies during the last five financial years. The specific requirements are as follows: A. Cost of single work of any pipeline of Water supply/Sewage/ Drainage shall not be less than Rs. 355.60 lakhs.
OR More than 750 mm diameter and having total length more than 167.50 meter of any pipe line of Water supply/ Sewage/ Drainage. B. Total cost of 2 works of any pipeline of Water supply/ Sewage/ Drainage shall not be less than Rs. 497.84 lakhs.
OR More than 750 mm diameter and having total length of two works more than 234.50 meter of any pipe line of Water supply/ Sewage/ Drainage. C. Total cost of 3 works of any pipeline of Water supply/Sewage/ Drainage shall not be less than Rs. 568.96 lakhs
OR More than 750 mm diameter and having total length of three works more than 268.00 m of any pipe line of Water supply/ Sewage/ Drainage. For private works experience, only 50% amount or magnitude of the work completion certificate issued by private entity will be considered as work done amount or magnitude. The annual turnover of the bidder should be at least 75% of the Annual Cost of the work. The maximum of the turnover of the last 5 financial years shall not be less than 75% of the Annual Cost of the work. The value of completed work should be updated at 10% per annum (compounded) by multiplying the values with applicable factors such as 1.1, 1.21, or 1.331. However, specific details on the percentage of similar works completed are not mentioned, except that the experience of private work of CI/DI/MS/HDPE/MDPE/LDPE/GRP pipeline work will also be considered subject to the above conditions, with only 50% amount or magnitude of the work completion certificate issued by private entity considered as work done amount or magnitude.
Costs
EMD
₹ 3,55,600Document Cost
₹ 30,680Tender Fee
₹ 500
Summary
Dc Work... Lowering Down Midcs And Jindals Water Supply Pipeline For Making Approaches.....
Description
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Contact
Tender Id
2025_MIDC_1146042_1Bid Award Id
ViewTender No
ETN No.74/1 for 2024-2025Tender Authority
Maharashtra Industrial Development Corporation ViewPurchaser Address
-Website
http://mahatenders.gov.in
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Documents
BOQ Items
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Excavation for foundation in Hard rock by chiselling, wedging, line drilling, etc. including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the building area stacking as directed, dewatering and back filling with available earth/ murum watering, ramming etc. complete. (Lift upto 1.5 m). By Mechanical Means
705
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Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete.
228
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Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for foundation and bedding / steps including steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.),with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)
264
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Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 900mm diameter in proper line, level and slope etc. complete.
570
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Providing and laying Cast in situ/Ready Mixcement concrete in M20 of trap/ granite/quartzite/gneiss metal for steps including steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)
1030
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Providing and laying in situ /Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, Steel centering formwork, laying/pumping cover blocks, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)
1688
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Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete.
67
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Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from Other sources)
14052
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Manufacturing, providing and supplying spirally welded / ERW/ SAW / fabricated M. S. pipes (Commercial Quality) including procurements of plates, gas cutting to required size rolling, tack welding assembling in suitable lengths to form pipes, welding on automatic welding machine and forming ‘V’ edge on both ends of pipes including railway freight, insurance, unloading from railway wagon, loading into truck, transport to stores, unloading, stacking, excluding GST levied by GOI & GOM in all respect etc. complete as per IS - 3589 and IS-5504 as applicable as per specifications (No negative tolerance in thickness is permissible).
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Dia of Pipe : 900.00 mm (I. D.)Thickness of pipe :
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6) 10.00mm.
110
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Dia of Pipe :1500.00 mm (I. D.) Thickness of pipe :
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4) 10.00mm.
335
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Lowering, laying in position to correct line and level including M. S. pipes with / without any outcoating on pedestals or chairs upon prepared formation. The rate to include loading, unloading, hoisting, marginal cutting wherever required, assembling and tack welding, and transportation upto 500 M. etc. completed as specified.
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Above 8 mm upto 12 mm thick
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i)) From 750 mm.Upto 1000 mm. dia.
110
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iii)) Above 1250 mm. Upto 1500 mm. dia.
335
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CI PIPES
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Providing and supplying ISI standard M S s pecials of required thickness with 3 coats of approved make epoxy paint (Shalimar, Ciba or Mahindra & Mahindra make) from inside and outside excluding all statutory duties & taxes such as GST levied by GOI & GOM in all respect, inspection charges, transportation to stores / site, and stacking, etc. complete.
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2) Only flanges with machining and drilling holes, etc. com-plete more than 40 mm thick.
180
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5) Plain ended specials or plain ended branch flanged specials of all diameters.
764
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Welding in all positions with required number of runs, for M. S. pipes internally and / or externally including gauging wherever necessary, fixing appurtenances and other accessories in connection with pipe laying work as per specification.
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10 mm.
705
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Gas cutting (either square cut or V cut) pipes, plates, etc. of thickness.
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ii) Above 5 mm. Upto 10 mm.
515.5
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External Coating Providing and applying 100% Solids Polyurethane Coating meeting BIS16719 & Rigid, Directto Metal,100% Solids Polyurethane Coating meeting AWWA C- 222 of minimum 1000 micron thickness on the external surface of MS Pipe after blast cleaning to SA 2½ with Anchor profile of 75Microns using angular Steel Grit. Pipe blast cleaning and coating shall only be permitted in the pipe manufacturer’s facility, preferably on rolling conveyor using fast set materials. The rates are including loading, unloading, handling and transportation of Pipe etc complete. Note: Product shall be supplied and applied as per detailed specification provided by the department.
1918
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Internal Lining Providing and applying 100% Solids Polyurethane Coating meeting BIS 16719 & Rigid, Directto Metal,100% Solids Polyurethane Coating meeting AWWA C- 222 and satisfying the criterionfordrinking water as per WRAS-BS 6920 to a thickness of 500 Microns (SSPC PA2) on theinternal surface of MS Pipe afterblast cleaning to SA 2½ with Anchor Profile of 75 Microns Using angular Steel Grit.The Coating should meetTotal Organic Carbon (TOC) as per APHA-AWWAWEF5310C 2.00 milligram/ Litre. Pipe lining shall only be permitted in the pipe manufacturer’s facility. Site application shall not be permitted. The rates are including loading, unloading, handling and transportation of Pipe etc complete. Note: Product shall be supplied and applied as per detailed specification provided by the department
1890
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Providing & fixing at the site, Ductile Iron High Performance, triple function, tamper proof, fill port single chamber air release valves, generally confirming to AWWA C-512 and design and drawing with tamper proof air vent SS floats, SS sealing umbrella and SS hooding cage, flanges drilled as per IS:1438. Valves shall be elecrostatically powder coated inside and outside 250 microns PN-10/16 with DI flanges, Resilient seated Isolating sluice valves DI grade shall be GGG-50 for Air Valves and Isolating valve.
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200 mm dia. (PN-16)
6
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300 mm dia.
6
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Providing and completing end connections including required material, labour, machinery & hydraulic testing etc.
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1500 mm dia End Connection
4
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900 mm dia End Connection
4
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Providing dry rubble stone pitching 23 cm (about 9 ) thick including all material, quarry spalls, labour etc. complete.
1881
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Credit for existing 1500 mm & 900 mm dia M.S. pipeline scrap after commissioning new 1500 mm & 900 mm dia MS pipeline on "as is where is" basis. including all specials etc complete.
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1500 mm dia pipeline
110
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900 mm dia pipeline
110
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QC TEST
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129790
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Royalty
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3209040.77
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