Food Corporation Of India Tender

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Food Corporation Of India - FCI Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date7 Jun 2021
Closing Date16 Jun 2021
Tender AmountRefer Documents 
Notes
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BOQ Items

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Cleaning of Service drains around godowns in all depths and width 0.30m including removal of debris/ rubbish and disposal of the same in all leads and lifts filling in low lying areas and levelling complete in the depot premises as directed by the Engineer-in-charge and the drain to be kept clean during the period of monsoon.

300

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20.05

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Servicing to the rolling shutters including cleaning the side guides , springs and shaft etc., with kerosene oil, providing and applying fresh grease, applying tension to the springs replacing damaged parts and welding locking plates stoppers etc., wherever necessary etc complete as directed by the Engineer -in- Charge(Rolling shutters parts, laths, springs etc.. will be supplied at free of cost )

131

-

595.4

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Providing and fixing rolling shutter springs of 27.5 cm long wire spring grade no.2 for rolling shutters including labour charges etc. complete as directed by Engineer-in-charge.

15

-

663.25

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Supplying at site rolling shutter made of 80x1.25mm machine rolled lathes/ bottom plates arrangement for inside and outside locking with push and pull operation etc.complete of required thickness etc. for rolling shutters.

1

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1873.1

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Supplying at site ball bearing for rolling shutters as directed by Engineering-in-charge.

15

-

347.9

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Supply of shaft of approved quality for rolling shutters of all sizes 40mm diaM.S pipes including loading, unloading transportation at site and inclusive of all taxes etc. for complete.

4

-

479.6

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Providing and replacing 6 mm thick corrugated AC sheets in roofing including dismantling broken AC sheet upto any pitch and fixing with polymer coated J or L hooks bolts and nuts 8 mm dia GI plain and bitumen washers etc. complete as per directions of Engineer-in-charge (excluding the cost of purlins, rafters and trusses) including cutting sheets to size and shape wherever required.

288

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519.5

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Supply of services of semi-skilled labour like carpenter, sewer man, plumber etc. on daily rate basis for day-to-day maintenance atleast weekly once as per direction of Engineer-in-charge.

10

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948.6

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Supply of services of labour like beldar, coolie, helper etc. on daily rate basis for day-to-day maintenance atleast weekly once as per direction of Engineer-in-charge.

20

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746.55

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Tightening of Self drilling / Self tapping Screws in GI Profile sheet roofing including fixing of missing Screws, arresting roof leakage by providing GI washers/EPDM seal and filling the gap by providing weather silicon sealant over Self drilling / Self tapping Screws including providing safety measures for the labourers to work at higher elevation viz., ropes etc., insurance coverage for labourers and hiring of required T&P etc complete.

1000

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6.55

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Renewing glass panes and refixing existing wooden fillets: Float glass panes of thickness 4 mm .

1

-

989.85

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Dismantling 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 : Bituminous road

54

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306.65

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Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete.

10.8

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6840.85

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Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.

1200

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12.55

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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 3.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)

1

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5222.55

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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)

10

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303.9

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Lettering with black Japan paint of approved brand and manufacture

1000

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4.7

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Re-lettering with black Japan paint of approved brand and manufacture.

2000

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3

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Painting (one or more coats) with black Japan paint of approved brand and manufacture to give an even shade.

30

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72.45

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Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Range of two half stall urinals with 5 litre P.V.C. automatic flushing cistern

1

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14020.75

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Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball.40 mm nominal bore, 206mm long, weighing not less than 690 gms

2

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728.5

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Cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gm per litre capacity of tank, including marking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of malba, all complete as per direction of Engineer-in-Charge. (The old date already written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ Rs. 0.10 per litre if during cleaning any GI fittings or ball cock is damaged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account) .

2000

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0.35

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Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge.

360

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415.65

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Supply, Installation, Testing and commissioning of turbo ventilators size 22" of stainless steel 430 grade having approximate weight 4.85 Kg. The ventilator should have air absorption of 7 km/hr, 2440 CFM with blade length 369 m, wings of 80mm, outer wings: 22"-24 nos, inner wings 22"-6nos, with self lubricating ball bearings etc., complete as per manufacturer's specifications and as per directions of Engineer-in-charge.

2

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6207

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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.

180

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138.85

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Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground , all complete as per directions of Engineer-In-Charge. With cement mortar 1:4 (1cement: 4 coarse sand).

25

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429.6

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Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

18

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1737.45

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Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate

88.8

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498.35

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Providing and fixing glass strips in joints of terrazzo/ cement concrete floors. 40 mm wide and 4 mm thick.

59.2

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75.15

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Providing and fixing brass bib cock of approved quality :15 mm nominal bore

15

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302.55

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20 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand)

16

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360.1

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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)

2.5

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8248.4

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Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge. Note:- (1) The elevational area of the scaffolding shall be measured for payment purpose. (2) The payment will be made once only for execution of all items for such works.

218.15

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257.95

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Steel work welded in built up sections/ framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

2216

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131

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Supplying and fixing G.I hard drawn steel wire fabric of mesh size 25 mm x 25 mm with wire diameter 3 mm size weighing not less than 4.54 kg/sqm as directed by Engineering In charge

388

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337

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Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge.

1287

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96.2

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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work

256

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121.55

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Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.

150

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748.6

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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 : 1:4:8 (1 Cement : 4 coarse sand(zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources).

19

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5789.6

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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 :1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)

23.5

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6788.6

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Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.

86

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181.85

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Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 600 mm dia RCC pipes.

-

-

-

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complete 600 mm dia RCC pipes.

24

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2984.55

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450 mm dia RCC pipes

64

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2984.55

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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.

27

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219.65

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Detailed measurement and preparation of digital lay out plan of existing permanent features in the campus like godowns, office buildings, roads, sheds, compound wall, open spaces, parking areas, constructed drains, railway gates/siding, main entrance, big trees, culvert, security cabin, transformer, water tanks, generator room, toilet blocks, etc. as directed by Engineering incharge by "TOTAL STATION" at Food Corporation of India campus as given below: (The output drawing shall be in AutoCAD & Submission of One soft and hard copy)

63.2

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1500

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Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.

5.2

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2534.7

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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

18.2

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1754.3

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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 20mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand). (Stone will be supplied free of cost)

5.5

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4459.6

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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 20mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand).

12.7

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6120.8

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20 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand)

78.4

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379.7

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Neat cement punning

148.4

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62.75

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

70

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227.35

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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) : 4 graded stone aggregate 20 mm nominal size)

4.6

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7296.35

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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 : Thermo-Mechanically Treated bars of grade Fe-500D or more.

368

-

83.5

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Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers

24

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552.05

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Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement :2 coarse sand : 4 stone aggregate 10 mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design:In 75x75 mm deep chase

64

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237.25

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Deduct towards cost of salvage value of dismantled materials received from specified items which shall be issued to contractor and shall be cleared by the cotractor from the site of work with all leads and lifts complete as directed by the EIC as is where is basis

-

-

-

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Damaged rolling shutter spring, ball bearing, shaft pipe etc.

91.5

-

-15

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old/damaged AC sheets

288

-

-15



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