Food Corporation Of India-FCI has published Annual Repair And Maintenance Of Works At Bsc Gudivada For The Year 2021 22 Sh Premonsoon Repairs. Submission Date for this Tender is 28-06-2021. Civil Work Tenders in Gudivada Andhra Pradesh. Bidders can get complete Tender details and download the document.
| NAME OF WORK:- AR & MO WORKS AT BSC Gudivada for the year 2021-22 SH:Pre-monsoon repairs | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Tightening of GI J or L hooks in AC sheet/ GI sheet roofing including removal of clotted bitumastic compound wherever necessary, arresting roof leakage by providing and applying bitumastic compound of approved brand and bitumen/ GI washers and other roof leaking arresting materials wherever required over J bolts 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. | 3000 | Each | |
| 2 | 2 | Providing and Laying tarfelt/ plastic felt/ bitumen felt sheet with Shalibond CS over AC sheet roofing wherever necessary including providing and applying Shalibond CS & Bitumen felt :Type 3 grade 1 of approved brand wherever required over roof including providing necessary safety measures for the labourers to work at higher elevation, ropes etc., insurance coverage for labourers and hiring of requiring T&P etc complete. | 120 | Sqm | |
| 3 | 3 | 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. | 2208 | Mtr | |
| 4 | 4 | Cleaning of Storme water drains in all depths and width 0.60m to 1.00m 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. | 705 | Mtr | |
| 5 | 5 | Providing and replacing 6 mm thick corrugated AC sheets in roofing including dismantling broken AC sheet upto any pitch and fixing with G I 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. | 75 | Sqm | |
| 6 | 6 | 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 like laths, springs etc.. will be supplied at free of cost ) | 144 | Each | |
| 7 | 7 | 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 outjoints and preparing and plastering the surface of the walls complete,including disposal of rubbish to the dumping ground within 50 metres\nlead : With cement mortar 1:4 (1 cement : 4 fine sand) | 60 | Sqm | |
| 8 | 8 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading etc for a lead up to 1 Km. | 220 | Cum | |
| 9 | 9 | Supply of rolling shutter springs of 27.5 cm long wire spring grade no.2 . | 24 | Each | |
| 10 | 10 | 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 | 13.68 | Sqm | |
| 11 | 11 | Tightening of EPDM Screws in GI Profile sheet roofing including fixing of missing Screws ,arresting roof leakage by providing and applying Sealant compound / GI washers and other roof leaking arresting materials wherever required over EPDM 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. | 2250 | Each | |
| 12 | 12 | Demolishing stone rubble masonry manually/ by mechanical means\nincluding stacking of serviceable material and disposal of\nunserviceable material within 50 metres lead as per direction of\nEngineer-in-charge :In cement mortar | 15.66 | Cum | |
| 13 | 13 | Providing and laying in position cement concrete of specified grade\nexcluding the cost of centering and shuttering - All work up to plinth\nlevel :1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone\naggregate 20 mm nominal size)\n | 23.41 | Cum | |
| 14 | 14 | Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns | 81.2 | Sqm | |
| 15 | 15 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks\nof class designation 7.5 in superstructure above plinth level up to floor\nV level.Cement mortar 1:4 (1 cement :4 coarse sand) | 5 | Sqm | |
| 16 | 16 | 15 mm cement plaster on the rough side of single or half brick wall of mix :4(1 cement: 4 fine sand) | 5 | Sqm | |
| 17 | 17 | Demolishing cement concrete manually/ by mechanical means\nincluding disposal of material within 50 metres lead as per direction\nof Engineer - in - charge. | 8.55 | Cum | |
| 18 | 18 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 4.28 | Cum | |
| 19 | 19 | 52 mm thick cement concrete flooring with concrete hardener topping under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. | 2.55 | Sqm | |
| 20 | 20 | 6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) | 90 | Sqm | |
| 21 | 21 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade Old work (one or more coats applied @ 0.83 ltr/10 sqm) | 507.66 | Sqm | |
| 22 | 22 | Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour One coat | 1520.11 | Sqm | |
| 23 | 23 | 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. | 13.47 | Cum | |
| 24 | 24 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600x600 mm | 7.5 | Sqm | |
| 25 | 25 | Providing and fixing white vitreous china pedestal type water closet\n(European type W.C. pan) with seat and lid, 10 litre low level white\nP.V.C. flushing cistern, including flush pipe, with manually controlled\ndevice (handle lever), conforming to IS : 7231, with all fittings and\nfixtures complete, including cutting and making good the walls and\nfloors wherever required :W.C. pan with ISI marked white solid plastic seat and lid | 2 | Each | |
| 26 | 26 | 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter) | 6.3 | Sqm | |
| 27 | 27 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with awall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size complete as per manufacturer’s specification and direction of Engineer in-Charge. | 18 | Sqm | |
| 28 | 28 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, This includes jointing of pipes & fittings with one step CPVC solvent, cement, and testing of joints complete as per direction of Engineer in Charge. internal Work Exposed on wall. 20 mm nominal outer dia Pipes | 20 | Mtr | |
| 29 | 29 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.\n For thickness of tiles 10 mm to 25 mm sqm\n | 40 | Sqm | |
| 30 | 30 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. | 20 | Sqm | |
| 31 | 31 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. | 34.5 | Sqm | |
| 32 | 32 | 15 mm cement plaster on the rough side of single or half brick wall ofmix : 1:6 (1 cement: 6 fine sand) sqm | 71 | Sqm | |
| 33 | 33 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand) | 150.2 | Sqm | |
| 34 | 34 | Demolishing brick work manually/ by mechanical means includingstacking of serviceable material and disposal of unserviceable materialwithin 50 metres lead as per direction of Engineer-in-charge.In cement mortar | 12.42 | Cum | |
| 35 | 35 | Demolishing cement concrete manually/ by mechanical means\nincluding disposal of material within 50 metres lead as per directionof Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 0.21 | Cum | |
| 36 | 36 | Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 3.5 in superstructure above plinth level up to floor V level inall shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) | 12.5 | Cum | |
| 37 | 37 | Shotcreting R.C.C. columns, beams and slabs etc. in layers with\napproved design mix concrete having the specified minimum\ncharacteristic compressive strength [with ordinary portland cement,coarse sand and graded stone aggregate of 10 mm maximum sizein proportion as per design criteria] including the cost of centeringand shuttering at edges and corners etc. as directed by Engineerin-Charge\nNote: Rates shall include the providing necessary ground wires etc.The levelling gauges, if used, shall be paid for separately. Paymentunder this item shall be made only after proper wet curing has beendone and surface has been satisfactorily evaluated by sounding/tapping with a blunt metal instrument.\n26.38.2 50mm thick in Grade M 25 with cement content not less\nthan 330 kg per cum \n\n | 4.14 | Sqm | |
| 38 | 38 | Reinforced cement concrete work in beams, suspended floors, roofs havingslope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plainwindow sills, staircases and spiral stair cases above plinth level up tofloor five level, excluding the cost of centering,shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarsesand(zone-III) : 3 graded stone aggregate 20 mm nominal size). | 1.45 | Cum | |
| 39 | 39 | Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. Cold twisted bars | 80 | Kg | |
| 40 | 40 | Centering and shuttering including strutting, propping etc. and removal of form for :Lintels, beams, plinth beams, girders, bressumers and cantilevers | 9.66 | Sqm | |
| 41 | 41 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work | 71.25 | Sqm | |
| 42 | 42 | Lettering with black Japan paint of approved brand and manufacture | 2160 | Per Letter Per CM Height | |
| 43 | 43 | 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 | Each/Day | |
| 44 | 44 | 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 | Each/Day | |
| 45 | 45 | 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 workwith all leads and lifts complete as directed by the EIC as is where is basis Dismantled. RS MS laths, springsetc | 50 | Kg | |
| 46 | 46 | 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 workwith all leads and lifts complete as directed by the EIC as is where is basis Dismantled AC Sheets | 75 | Sqm |
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