Food Corporation Of India Tender
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Food Corporation Of India - FCI Tender
Civil And Construction
Road Construction
Eprocure
Opening Date15 Jan 2025
Closing Soon7 Feb 2025
Tender Amount₹ 9,59,75,108
AI Insights
Technical
Technical
Financial
Bid Capacity
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To extract the bid capacity required in the given tender, we need to look for specific details related to the financial or technical capabilities that a bidder must possess to participate in the tender. From the provided information, several key points related to the bid and its requirements can be identified: 1. Earnest Money Deposit (EMD): The tender mentions the requirement for an EMD, which is a deposit that must be made by the bidder as a guarantee. 2. Financial Turnover Certificate: The tender requires bidders to submit a financial turnover certificate for the previous three years, issued by a Chartered Accountant. 3. Experience/Work Completion Certificates: Bidders are required to submit copies of experience/work completion certificates of a required amount as per the conditions of the Tender Notice. 4. Registration Certificates: The tender requires bidders to be registered under various acts and to submit relevant certificates, such as a valid registration certificate, GST registration, and PAN card. 5. Technical Bid: The technical bid includes several documents that must be scanned and uploaded, such as copies of original payment instruments for EMD, valid registration certificates, and experience/work completion certificates. 6. Price Bid: The price bid involves submitting a schedule of prices in a specified format. Given these requirements, the bid capacity can be inferred to include both financial and technical aspects: - Financial Capacity: The ability to provide an EMD, meet the required financial turnover, and bear the costs associated with the project.
- Technical Capacity: The ability to execute the project as per the specifications, having the necessary experience, and complying with all technical requirements mentioned in the tender document. However, a specific formula or a singular value that defines the bid capacity is not explicitly provided in the given information. But, for one of the tenders, the estimated cost put to tender is Rs. 9,59,75,108, and the bid capacity required can be calculated as follows:
- 40% of the estimated cost: 0.4 * 9,59,75,108 = Rs. 3,83,90,043
- 60% of the estimated cost: 0.6 * 9,59,75,108 = Rs. 5,75,85,065
- 80% of the estimated cost: 0.8 * 9,59,75,108 = Rs. 7,67,80,086 Therefore, the bid capacity required is:
- Three CC Roads core component works with a value of not less than Rs. 3,83,90,043 each
- Two CC Roads core component works with a value of not less than Rs. 5,75,85,065 each
- One CC Roads core component work with a value of not less than Rs. 7,67,80,086. For other tenders, the estimated costs are:
1. Improvement of road by providing Cement concrete road at FSD Dankuni - Estimated Cost: 4,25,56,514/-
2. Improvement of road by providing Cement concrete road in FSD Kalyani - Estimated Cost: 23,39,76,169/-
3. Improvement of road by providing Cement Concrete Road in FSD - Estimated Cost: 9,59,75,108/-
4. Improvement of road by providing Cement Concrete Road in FSD Abdarpur - Estimated Cost: 7,94,10,122/- The bid capacity for these can be calculated using the same percentages (40%, 60%, 80%) of their respective estimated costs. Thus, the bid capacity required for these tenders can be calculated as:
- For FSD Dankuni: 40% of 4,25,56,514 = Rs. 1,70,22,605.60, 60% of 4,25,56,514 = Rs. 2,55,33,908.40, 80% of 4,25,56,514 = Rs. 3,40,45,211.20
- For FSD Kalyani: 40% of 23,39,76,169 = Rs. 9,35,90,467.60, 60% of 23,39,76,169 = Rs. 14,03,85,701, 80% of 23,39,76,169 = Rs. 18,71,80,934.40
- For FSD: 40% of 9,59,75,108 = Rs. 3,83,90,043.20, 60% of 9,59,75,108 = Rs. 5,75,85,064.80, 80% of 9,59,75,108 = Rs. 7,67,80,086.40
- For FSD Abdarpur:
Technical Capacity
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The bidder should have completed similar works “primarily” under the category “Building & Roads” satisfactorily during the last 5 years with reference to the “Estimated Cost Put to Tender”, which is Rs. 9,59,75,108. Specifically, for CC Roads (core component) works, the bidder should have completed: - three CC Roads core component works not less than 40% of Financial Bid Item No. (3,4,5,6,7,8,9,10,12,13) - or two CC Roads core component works not less than 60% of Financial Bid Item No. (3,4,5,6,7,8,9,10,12,13) - or one CC Roads core component works not less than 80% of Financial Bid Item No. (3,4,5,6,7,8,9,10,12,13). The bidder should upload copies of experience/work completion certificates of the required amount as per the conditions of the Tender Notice.
Costs
EMD
₹ 19,19,505Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_FCI_844461_2Tender No
CE/WB/01/2025Tender Authority
Food Corporation Of India ViewPurchaser Address
-Website
http://http://fci.gov.in/
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Documents
BOQ Items
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Supplying and filling with stone dust including watering, ramming, consolidating and dressing complete
3629.18
1810
6571537.69
... More
Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineerin- charge.
2177.51
4148
9033726.86
... More
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Cold twisted bars.
121248.13
107
13076610.82
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Bitumen filler board fixing at bottom of dowel bar size 150mm*20mm
452.1
252
114173.33
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Dowel bar for expansion joint 32mm dia bar of grade S240
4177.84
85
357372.43
... More
Providing and laying design mix cement concrete of M40 grade,in roads/taxi tracks/runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40mm nominal size in appropriate proportions as per approved & specified design criteria , providing dowel bars with sleeve/tie bars wherever required, laying at site,spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/camber, finishing with required texture, including steel form work with sturdy M.S. channel sections,curing, making provision for contraction/expansion, construction & longitudinal joints(10 mm wide x 50 mm deep) by groove cutting machine,providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in- charge(item of joint fillers, sealants, dowel bars with sleeve/tie bars to be paid separately). Note:-Cement content considered in M-40 is @360kg/cum. Excess/less cement used as per design mix is payable/recoverable separately. Cement concrete manufactured in automatic batching plant(RMC plant) i/c transportation to site in transit mixer
4355.01
11245
48972610.05
... More
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
1006.74
392
394793.09
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Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade : Two or more coats on new work
15.2
140
2131.8
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Provision of 36mm dia GI pipe with cap with glass wool to protect dowel bar for transferring load across the concrete joints.
1469
375
552314.62
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Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads/pavements all complete as per direction of Engineer- in charge. Using grade 'A' sealing compound conforming to IS:1834.
125404
8
1084744.6
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Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
5806.68
263
1532673.19
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Providing and fixing GI Pipes complete with G.I. fittings including trenching and refilling etc.External work 80mm dia nominal bore.
573
1041
596894.1
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Providing and laying PVC sheet of 125 micron over DLC
14516.7
44
644105.98
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Credit of dismantled bituminous road
1306.5
270
-352755
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
369.6
260
96206.88
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Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
49.28
2123
104658.4
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering – All work up to plinth level;1:5:10 (1 cement:5 coarse sand (zone III) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources)
49.28
6518
321236.61
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement: 6 coarse sand)
110.88
7132
790823.88
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15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand)
1724.8
395
681899.68
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:2:4 (1 cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
18.48
7878
145594.68
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Neat cement punning.
1724.8
79
137897.76
... More
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
49.28
8583
422989.95
... More
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand),including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in- charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
26.1
10117
264069.36
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