Food Corporation Of India Tender
View complete overview of Nagaland FCI Tender
Costs
EMD
₹ 74,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2023_FCI_777217_1Bid Award Id
ViewTender No
CE/Engg/NIT/02/Dimapur/2023-24Tender Authority
Food Corporation Of India ViewPurchaser Address
-Website
http://http://fci.gov.in/
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BOQ Items
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. kg
1074.18
96300
89.65
Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns sqm
89.25
27484
307.95
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-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) cum
66.37
527352
7945.65
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)
121.34
807329
6653.45
Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like. Cement mortar 1:6 (1 cement : 6 coarse sand)
126.55
1047289
8275.7
Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers sqm
130.73
79529
608.35
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses,
parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) cum
21.26
199316
9375.2
20 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) sqm
334.88
127957
382.1
Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : Flush/ Ruled pointing sqm
334.88
106943
319.35
6 mm cement plaster of mix :1:3 (1 cement : 3 fine sand) sqm
277.21
70147
253.05
Structural steel work in single section, fixed with or without connecting
plate, including cutting, hoisting, fixing in position and applying a priming
coat of approved steel primer all complete.
1064.7
99070
93.05
Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
351
106581
303.65
Stacking at site:Available earth
81
46253
571.03
Supplying and fitting 100mm uPVC pipes of appropiate length as weepholes in the retaining walls in a staggered manner to relieve hydrostatic pressure in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
212.4
117593
553.64
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