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| 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 of godown with material such as silicon sealent, self drilling / tapping screws of size 5.5x55 mm with EPDM seal , including greasing of turbo ventilators as and when required during the contract period complete as per the 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/ manholes of 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 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) |
| 9 | Repairing and Greasing of rolling shutters at the rate of 500 grams yellow cup grease of good quality each shutter after cleaning with Kerosene oil properly including tensioning of springs / replacement of spring wherever required including replacement of damaged stripes and side guides koni complete and making easy push & pull operation and removing the top cover and refixing the same after greasing with all materials and labour etc., complete as directed by Engineer-in-charge. (Twice in a year). |
| 10 | 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. |
| 11 | Supply of shafts of approved quality for rolling shutters of all sizes of 40mm dia. MS pipe medium duty including loading, unloading and transportation and including all taxes except GST etc. complete. |
| 12 | 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. |
| 13 | Supply of M.S. laths of size 80mm x 0.90 mm for Rolling shutter of approved quality including all taxes except GST transportation, loading, unloading & stacking at site etc. complete. |
| 14 | Demolishing cement concrete manually/ by mechanical means including disposal of material 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 ) |
| 15 | Demolishing cement concrete manually/ by mechanical means including disposal of material 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 ) |
| 16 | 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). |
| 17 | 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 aggregate |
| 18 | Providing and filling in position elastomeric crack filler compound Confirming to ASTM C 834-91 For sealing of construction joints inindusrial/ warehouse panel flooring all complete as per direction of Emgr-In- Charge |
| 19 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply ,including fixinmg the pipe with clamps at 1.00 m spacing . 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 (B) 20 mm nominal outer dia pipes |
| 20 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having tthermal stability for hot & cold water supply includung all CPVC plain & brass threaded 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 |
| 21 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having tthermal stability for hot & cold water supply includung all CPVC plain & brass threaded 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) |
| 22 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having tthermal stability for hot & cold water supply includung all CPVC plain & brass threaded 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 |
| 23 | Providing and fixing ball valve (brass) of approved quality, High or low pressure with plastic floats complete.(A) 20 mm nominal bore |
| 24 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality( Screw end ) ( C) 50 mm nominal bore |
| 25 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality( Screw end ) (D) 80 mm nominal bore |
| 26 | 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. |
| 27 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank , IS:12701 marked , with cover and suitable locking arrangement and making necessary holes for inlet , outlet and overflow pipes but wiithout fittings and base support for tank. (A) Circular tank |
| 28 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. (A) Flexible pipe 32 mm dia |
| 29 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. (A) Flexible pipe 40 mm dia |
| 30 | 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 |
| 31 | 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 |
| 32 | 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 mmwith a pair of 15 mm C.P. brass pillar taps |
| 33 | 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 |
| 34 | Providing and fixing white vitreous china pedestal type (European type/ wash down type ) water closet pan. |
| 35 | Providing and fixing solid plastic seat with lid for pedestal type W.C.pan complete :White solid plastic seat with lid |
| 36 | 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 operationsincluding all necessary materials, labour and disposal of dismantled material i/c malba, all complete as per the direction of Engineer-in charge. Orissa pattern W.C Pan of size 580x440 mm |
| 37 | Cleaning of terrace /loft water storage tank (inside surface area) upto 2000 litre capacity at 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 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 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) |
| 38 | 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. |
| 39 | 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 |
| 40 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to openings /wooden frames with rawl plugs screws etc. |
| 41 | Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. With 2nd class teak wood beading 62X19 mm |
| 42 | Filling and plugging of rodent burrows/chambers inside godown floors and platforms by flushing with water, placing approved rat repellent cake inside the burrow, filling with mixture of bentonite, cement and iron filings in approved proportion, prepared in hand operated mixer, compacting with tamping rod in layers, and finishing the surface flush with adjoining floor with neat cement floating coat, complete as per directions of Engineer-in-Charge. |
| 43 | Providing and fixing G.I. wire mesh of 0.60 mm dia conforming to IS: 280 and IS: 1568 in patches of required size to plinths and platforms after dismantling the existing cement plaster around rodent burrows/channels, including dressing the edges, fixing the mesh with suitable G.I. nails, and re-plastering the area with 15–25 mm thick cement plaster in cement mortar 1:4 (1 cement : 4 coarse sand) conforming to IS: 2250, to match the existing thickness, line and level, including making good the surface complete as per directions of Engineer-in-Charge |
| 44 | 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) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 45 | Providing gola 75x75mm 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 75x75mm deep chase |
| 46 | 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. |
| 47 | Credit for taking away dismantled/ released materials on \\"AS IS WHERE IS BASIS\\" & as per direction of Engg. -in - charge-Asbestos cement sheets of any size and condition including AC ridges. |
| 48 | Credit for taking away dismantled / released materials from site on as is where is basis. A) R.shutter released materials & other metal /wooden scrap |
| 49 | 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. Please Enable Macros to View BoQ information |