ARMO works at FSD Manmad during the year 2025-26(SH : Repairs to rolling shutters,godown ancillaries& other misc repairs including pre-post monsoon repairs).; 1 Repairing of roof of godowns with water proofing material such as Bitumen felt/bitumen/tarplastic or any other water proofing material etc approved by the Engrin charge with and including replacement of bitumen washer and tightening of J hooks & nuts wherever required ( Details of cost for 5000 MT capacity godown) for full period of contract. 2 Repairing and maintenance of G.I. profile sheet roofing ofgodown withmaterial such as silicon sealent, self drilling / tapping screws of size 5.5x55 mm with EPDM seal , includinggreasing of turbo ventilators as and when required during the contract period complete as perthe directions of Engineer in charge. (Details of cost for 5000 MT capacity godowns) 3 Cleaning of internal drains, Nallah storm water drains (of all sizes) etc for smooth flow of water including disposal of rubbish outside the premises with all leads and lifts as per direction of Engineer in charge. 4 Cleaning chambers/ manholesof all sizes including horizontal pipes inside godowns and on platform of godowns including getting earth, rubbish etc and disposal outside the depot premises in the authorised dumping ground for easy drain out of rain water from valley gutters as per direction of Engr in charge. 5 Cleaning valley gutters along centre of godowns of old design at height about 18 feet by removing dust etc including disposal outside the depot premises in the authorised dumping ground for easy drainout of rain water as per directins of Engineer in charge. 6 Providing and fixing 6 mm AC sheet in roofing including dismantling damaged / broken AC sheets upto any pitch and fixing with polymer coated J or L hook bolts& nuts 8 mm dia G.I. plain and bitumen washer etc. complete as per direction of Engineer in Charge including cutting sheets to required size and shape whereever required and stacking the dismantled AC sheets etc complete. 7 Providing and fixing ridges and hips in asbestos cement sheets roofing close filling adjustable ridgescomplete all as directed by Engr in charge. 8 Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated J or L hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. : 2 mm thick corrugated (2.5 or 4.2 or 6) or step-down (2 or 3 or 6 ) as specified 9 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm + 0.05 % total coated thickness, Zinc coating120grams per sqm as per IS: 277 in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : Ridges plain (500-600 mm) 10 Repairing , servicing & over oilingof rolling shutters of all sizes including greasing, oiling, tensioning of springs also replacing the damaged parts of rolling shutterslike laths, shafts, pulleys, side guides, bottom plates welding of locking hooks, handles etc. complete (if required)so as to make its operation smooth . Necessary required parts for rolling shutters shall be supplied free of cost by department. Grease/Oil is to be arranged by the contractor. 11 Supply of springs of grade No. 2 of 45 cm length( Internal dia 10 cm minimum) , of Minimum wt 6.00 kg, made out of 6 mm dia rod including loading, unloading and transportation at site and inclusive all taxes except GST etc. complete. 12 Supply of shafts of approved quality for rolling shutters ofall sizesof 40mm dia. MS pipe medium dutyincluding loading, unloading and transportation and including all taxes except GST etc. complete. 13 Supply of M.S. wheel of required size for rolling shutter of approved quality including loading, unloading and transportation at site and inclusive of all taxes except GST etc. complete. 14 Supply of M.S.laths of size 80mm x 0.90 mm for Rolling shutterof approved quality including all taxes except GST transportation, loading, unloading & stacking at site etc. complete. 15 Demolishing cement concretemanually/ by mechanical means includingdisposal ofmaterial within 50 metres lead as per direction of Engineer-in-charge. (A) Nominal concrete 1:3:6 or richer mix ( i/c equivalent design mix ) 16 Demolishing cement concretemanually/ by mechanical means includingdisposal ofmaterial within 50 metres lead as per direction of Engineer-in-charge.(B) Nominal concrete 1:4:8 or leaner mix ( i/c equivalent design mix ) 17 Demolishing stone rubblemasonry workmanually/ 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 Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.(A) Of thickness 10mm to 25 mm 19 Dismantling cement asbestos or other hard board ceiling or partition walls including stacking of serviceable materials and disposal of unserviceable materials within 50 metres lead. 20 Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: Asbestos cement sheet 21 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 22 Providing & fixing false ceiling at all heights with GRG (Glass Fibre Reinforced Gypsum) false ceiling tiles of Size 595x595 mm of approved texture, design and patterns having moisture content less than 2%, humidity resistance of 99%, NRC0.50 to 0.75 as per IS 8225:1987, Non combustible as per BS 476 (part 4)-1970 and light reflectance of 85% (minimum) to be laid in true horizontal level suspended on inter-locking metal T-Grid of hot dipped galvanised iron section of 0.33mm thick (galvanized @ 120 grams per sqm including both sides) comprising of main-T runners of size 15x32 mm of length 3000 mm, cross - T of size 15x32 mm of length 1200 mm and secondary intermediate cross-T of size 15x32 mm of length 600mm to form grid module of size 600 x 600 mm, suspended from ceiling using galvanised mild steel items (galvanizing @ 80 grams per sqm) i.e. 50 mm long, 8 mm outer diameter M-6 dash fasteners, 6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of size 85x25x2 mm. Galvanised iron perimeter wall angle of size 24x24x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with the help of plastic rawl plugs at 450 mm center to center and 40 mm long dry wall wood screws. The work shall be carried out as per specifications, drawing and as per directions of the Engineer-in-Charge. With semi perforated 12 mm thick micro tegular edged GRG false ceiling tiles. 23 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge)0.50 mm + 0.05 %, total coated thickness with zinc coating 120 grams per sqmas per IS: 277 in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 24 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, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. (A) All kinds of soils 25 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :(A) 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). 26 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: 50 mm thick with 20 mm nominal size stone aggregat 27 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 28 20 mm cement plaster of mix (A) 1:6 (1 cement: 6 fine sand 29 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 :(A) 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 30 Reinforced cement concrete work in beams, suspended floors, roofshaving slope up to 15° landings, balconies, shelves, chajjas, lintels,bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering,finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarsesand(zone-III) derived from natural sources : 3 graded stone aggregate20 mm nominal size derived from natural sources). 31 Reinforced cement concrete work in walls (any thickness), includingattached pilasters, buttresses, plinth and string courses, fillets, columns,pillars, piers, abutments, posts and struts etc. above plinth level up tofloor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources) 32 Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. 33 Centering and shuttering including strutting, propping etc. and removal of form for : (A) Lintels, beams, plinth beams, girders, bressumers and cantilevers. 34 Centering and shuttering including strutting, propping etc. and removal of form for: Columns, Pillars, Piers, Abutments, Posts and Struts. 35 Small lintels not exceeding 1.5m clear span, moulding as in cornices, windowsills,string courses, bands, copings, bed plates, anchor blocks and the like. 36 Centering and shuttering including strutting, propping etc. and removal of form for :Edges of slabs and breaks in floors and walls Under 20 cm wide 37 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to and above plinth level. (A) Cold twisted bars 38 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 35 in foundation and plinths in allshapes and sizes in : (A) Cement Mortar 1:6 (1Cement : 6 Coarse sand ) 39 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 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) 40 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 naturalsources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) 41 12 mm cement plaster of mix : (A)1:6 (1cement : 6 fine sand) 42 15 mm cement plaster on rough side of single or half brick wall of mix : (A)1:6 (1cement : 6 fine sand) 43 6 mm cement plaster of mix : (A) 1:3 (1 cement : 3 fine sand) 44 Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mmdia. etc.. complete. 45 Providing and fixing concertina coil fencing with punched tapeconcertina coil 600 mm dia 10 metre openable length ( total length90 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 apartand with 9 horizontal R.B.T. reinforced barbed wire, stud tied withG.I. staples and G.I. clips to retain horizontal, including necessarybolts or G.I. barbed wire tied to angle iron, all complete as per directionof Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Springcore (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mmwith tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) 46 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: Two or more coats on new work over an under coat of suitableshadewithordinarypaint of approved brand and manufacture. 47 Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete 48 Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 49 Re-lettering with black Japan paint of approved brand and per letter manufacture. 50 Providing and laying Ceramic glazed floor tiles of any size (thickness to be specified by the manufacturer) of 1st quality conforming to IS :15622 of approved make in all colours, shades, except White, Ivory, Rey, Fume Red Brown laid on 20mm thick bed of Cement Mortar 1:4(1 Cement : 4 Coarse sand) including pointing the joints with white cement and matching pigments etc. complete. 51 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. 52 Providing and laying vitrified floor tiles in different sizes (thickness to bespecified 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 mortar1:4 (1 cement : 4 coarse sand),jointing with grey cement slurry @ 3.3 kg/ sqm including grouting thejoints with white cement and matching pigments etc., complete.Size of Tile 600x600 mm 53 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer) with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make in all colours & shade in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm 54 Taking out existing wooden door shutter, repair by cutting, painting etc. and refixing of repaired door shutters to existing door frames, including replacement of hinges with screws, etc. as required, all complete as per the direction of the Engineer-in-charge. 55 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, havingthermal stability for hot & cold water supply ,including fixinmg the pipe with clamps at 1.00 m spacing . This includes jointing of pipes & fiottings with one stepCPVC solvent cement and testing of joints complete as per direction of Engineer-in charge . Internal work- exposed on wall (B) 20 mm nominal outer dia pipes 56 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having tthermal stability for hot & cold water supply includung all CPVCplain &brassthreaded fittings . This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching , refilling & testing of joints complete as per direction of Engineer - in charge.External work (A) 25 mm nominal outer dia pipes 57 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having tthermal stability for hot & cold water supply includung all CPVCplain &brassthreaded fittings . This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching , refilling & testing of joints complete as per direction of Engineer - in charge.External work( B )40 mm nominal outer dia pipes (for various locations in FSD Manmad and Ankai) 58 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having tthermal stability for hot & cold water supply includung all CPVCplain &brassthreaded fittings . This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching , refilling & testing of joints complete as per direction of Engineer - in charge.External work ( C )50 mm nominal outer dia pipes 59 Providing and fixing ball valve (brass) of approved quality, High or low pressure with plastic floats complete.(A)20 mm nominal bore 60 Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making lonmg screws, including excavation , refilling the earth or cutting of wall and making good the same complete wherever required : (A)40 mm nominal bore 61 Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making lonmg screws, including excavation , refilling the earth or cutting of wall and making good the same complete wherever required : (B) 50 mm nominal bore 62 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standardsand weighing not less than 690 gms (A)15 mm nominal bore 63 Providing and fixing gun metal gate valve with C.I. wheel of approved quality( Screw end ) (A)25 mm nominal bore 64 Providing and fixing gun metal gate valve with C.I. wheel of approved quality( Screw end ) (B) 40 mm nominal bore 65 Providing and fixing gun metal gate valve with C.I. wheel of approved quality( Screw end ) ( C) 50 mm nominal bore 66 Providing and fixing gun metal gate valve with C.I. wheel of approved quality( Screw end ) (D) 80 mm nominal bore 67 Disconnecting damaged overhead/terrace PVC water storage tank of any size from water supply line and removing from the terrace including shifting at ground level as per direction of Engineer-in-charge. 68 Providing and placing on terrace (at all floor levels) polyethylene water storage tank , IS:12701 marked , with cover and suitable locking arrangementand making necessary holes for inlet , outlet and overflow pipes but wiithout fittings and base support for tank. (A) Circular tank 69 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. (A)Flexible pipe32 mm dia 70 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. (B) 40 mm dia 71 Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour. 15 mm nominal bore with 30cm length 72 Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour :15 mm nominal bore with 45 cm length 73 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require : White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps 74 Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever ) conforming to IS: 7231, with all fittings and fixtures complete (A) 10 lit capacity - coloured 75 Providing and fixing white vitreous china pedestal type (European type/ wash down type ) water closet pan. 76 Providing and fixing solid plastic seat with lid for pedestal type W.C.pan complete :White solid plastic seat with lid 77 Providing & fixing White vitreous china water closet squatting pan (Indian type) along with S or P trap including dismantling of old WC seat and S or P trap at site complete with all operations including all necessary materials, labour and disposal of dismantled material i/c malba, all complete as per the directionof Engineer-in charge. Orissa pattern W.C Pan of size 580x440 mm 78 Cleaning ofterrace /loft water storage tank (inside surface area) upto 2000 litre capacityat all heights with coconut brishes, duster etc. , removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.50 gm per litre capacityof tank , including marking the date of cleaning on the side of tankbodywith 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 wriiten 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) 79 Cleaning and desilting of gully trap chamber, including removal of rubbish mixed with earth etc. and disposal of same, all as per the direction of Engineer-in-charge. 80 Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150mm dia upto 300mm metre 81 Cleaning of under ground sump, Over Head R.C.C. Tank ( independent staging) including disposal of slit and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consist following operations:-(i) Tank shall be emptied of water by pumping & bottom shall becleaned of silt and other deposits.(ii) Entire surface area of the sump shall then scrubbed thoroughlywith wire brush etc. and pressure washed with water.(iii) Chlorination of RCC internal surface by liquid chlorine.(iv) The treated surface shall be dried using air jetting and all looseparticles shall be removal from the surface.(v) Finally the surface shall be treated with ultraviolet radiation etc.as per direction of Engineer-in-Charge. 82 Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. 83 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 upto 1.5 m. 84 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 loads including all lifts involved.
