Food Corporation Of India Tender

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Food Corporation Of India - FCI Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date3 Feb 2025
Closing Date27 Feb 2025
Tender Amount₹ 4,02,05,347 
Notes
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Class Of Bidder
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The class eligibility requirement to bid or participate in this tender is that the intending bidder must have a registration limit equal to or more than the estimated cost put to tender, which is Rs. 4,02,05,346.91. However, the exact class (such as Class A, Class B, Class I, Class II, etc.) is not explicitly mentioned for the contractor class. But for digital signature, the bidder must have a valid class-II or class-III digital signature with a signing certificate.
Technical Capacity
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The bidder should have prior work experience in Relevant Civil Engineering works, specifically Cement Concrete Road works. The required prior work experience includes: - Three similar works with a cost of at least 40% of the estimated cost, which is Rs. 1,60,82,138.76. - Two similar works with a cost of at least 60% of the estimated cost, which is Rs. 2,41,23,208.15. - One similar work with a cost of at least 80% of the estimated cost, which is Rs. 3,21,84,277.93. The bidder should also have an "Appropriate class" which means a registration limit equal to or more than the estimated cost put to tender, which is Rs. 4,02,05,346.91.

Costs

Description

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Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 16.78.2 With material conforming to Grade-II (size range 53 mm to 0.075 mm) having CBR Value-25 (Item No.16.78.2 DSR 2023 )

1400

2924

4094790

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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.

1040

4148

4314596

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Providing and laying design mix cement concrete of M-30 grade , in roads/taxi trucks/runways, using cement concrete content as per design mix, using coarse sand and graded stone aggregate of 20mm 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, leveling 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 (10mm wide x 50mm deep) by groove cutting machine ,providing and filling joints with approved joint filter and sealants, complete all as per direction of Engineer-incharge( Item of joint fillers, sealants, dowel bars with sleeve/tie bars to be paid separately). Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer Note: Cement content considered in M-30 is @340 Kg/Cum. Excess/less cement used as per Design mix is payable/recoverable separately.

2100

11116

23345532

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Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.)

51570

5

273321

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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 the Engineer-in-Charge. Using grade 'A' sealing compound conforming to IS: 1834.

11721

8

101386.65

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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars.

28716.42

107

3097065.9

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Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar

11

2060

22662.2

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Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge:In cement mortar

14

2458

34425.3

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Providing and laying in position reinforced cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

21

9045

189960.75

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Centering and shuttering including strutting, propping etc. and removal of form for walls(any thickness) including attached pilasters, buttressess, plinth and string courses

102

842

85935

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Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but, excluding cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). e sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).

2

10585

21171.8

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6 mm cement plaster of mix : 1:3 (1 cement: 3 fine sand)

91

300

27341.31

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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.

4500

263

1187775



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