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| 1 | Repairing of roof godown with water proofing material such as Bitumen felt / bitumen/ tarplastic or any other water proofing material etc.approved by the Engineer in charge with including replacement of bitument washer and tightening of 'J' hooks & nuts wherever required (Details of cost for 5000 MT capacity godown) for full period of contract |
| 2 | Repair and maintenance of GI/Profile roof of godown with material such as silicon sealant, self driilling/self tapping screws of size 5.5 x 55 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 godown) |
| 3 | 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 |
| 4 | 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 be cleaned of silt and other deposits. (ii) Entire surface area of the sump shall then scrubbed thoroughly with 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 loose particles shall be removal from the surface. (v) Finally the surface shall be treated with ultraviolet radiation etc. as per direction of Engineer-in-Charge. (twice in one year) |
| 5 | Cleaning of internal drains, Nallha Storm water drains etc. for smooth flow of water including disposal of rubbish outside the depot premises with all leads and lifts as per directions of Engineer in charge. (The drains are to keep clean during the full period of contract) |
| 6 | 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). |
| 7 | Providing and filling in position elastomeric crack filler compound conforming to ASTM C 834 – 91 for sealing of construction joints in industrial/warehouse panel flooring all complete as per direction of the Engineer-in-Charge |
| 8 | 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. |
| 9 | 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 |
| 10 | 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) |
| 11 | Providing & fixing acrylic sheet panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick acrylic sheet panes (weights not less than 4.70 kg/sqm) |
| 12 | 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) (Stones to be supplied by Department) |
| 13 | 20 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) |
| 14 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) |
| 15 | 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) |
| 16 | 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 |
| 17 | Providing and fixing glass strips in joints of terrazo/ cement concrete floors: 40 mm wide and 4 mm thick |
| 18 | Providing and fixing brass float valve 25 mm nominal bore conforming to IS: 1703 (Part I) complete with all fittings, washers, lock nut etc., to overhead polyethylene water storage tank, including cutting and making good the tank if required, complete as per directions of Engineer-in-Charge |
| 19 | Providing and fixing CP brass bib cock 15 mm nominal bore conforming to IS: 1703 (Part I) (minimum weight 350 gm) complete with all fittings, washers complete as per directions of Engineer-in-Charge |
| 20 | Cleaning and desilting of gully trap chamber, including removal of rubbish mixed with earth etc. and disposal of same, all as per the direction ofEngineer-in-charge. |
| 21 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable materialwithin 50 metres lead as per direction of Engineer-in-charge: In cement mortar |
| 22 | Brick work with common burnt clay modular bricks of class designation 3.5 in foundation and plinth' in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand). |
| 23 | 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 1:4 (1 cement: 4 fine sand) |
| 24 | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 150 mm diameter |
| 25 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipesincluding bed concrete as per standard design : 150 mm diameter S.W. pipe |
| 26 | Brick work with common burnt clay modular bricks of class designation 3.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand). |
| 27 | 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) |
| 28 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 29 | Wall painting with acrylic emulsion paint of interior grade, 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. Two coats |
| 30 | Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and accessplatform |
| 31 | 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. |
| 32 | 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 : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 33 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 34 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles 10 mm to 25 mm |
| 35 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels.Granite stone slab of colour black, Cherry/Ruby red: Area of slab upto 0.50 sqm |
| 36 | Providing and fixing to existing door frames. 30 mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames. |
| 37 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand) |
| 38 | 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. |
| 39 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid |
| 40 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 41 | Providing and laying 60 mm thick faciory 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 50 mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge |
| 42 | Centering and shuttering including strutting, propping etc. and removal of form for: Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 43 | Conducting detailed Total Station Survey (TSS) of FSD Depot area including establishment of permanent reference benchmarks with DGPS control, carrying out topographical survey, grid level survey and spot level survey, preparation of digital terrain model (DTM), and aerial survey using drone/UAV for capturing high-resolution orthomosaic imagery, including demarcation and mapping of all existing structures, buildings, godowns, roads, railway sidings, drainage lines, culverts, utilities (water supply, sewer, electrical poles, HT/LT lines), compound wall, gates, platforms, plinths, open storage areas, trees and other permanent features within the depot premises. |
| 44 | Hiring of Hydraulic Excavator for levelling and dressing ground/dismantling structures, clearing of earth, lowering high cess etc., complete and as directed by the Engineer-in-charge. All labour, tools and plants consumables stores including supply of Hydraulic excavator with crew to be provided by the contractor at his own cost. Payment shall be made for actual working hours at site. |
| 45 | Hiring of 3 tonne Mini Hydraulic Excavator for levelling and dressing ground/dismantling structures, clearing of earth, lowering high cess etc., complete and as directed by the Engineer-in-charge. All labour, tools and plants consumables stores including supply of Hydraulic excavator with crew to be provided by the contractor at his own cost. Payment shall be made for actual working hours at site. |
| 46 | Providing and operating diesel powered de-watering pump of capacity 4000 litres/hour for pumping water to a low lying premises as and when required as directed by the engineer in charge. |
| 47 | 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. |
| 48 | Supply of skilled labours to carry out the misc works in Depot premises, DO Premises & watchman quarters premises as & when required as per direction of Engineer in Charge: (Carpenter, Mason, Blacksmith, Fitter, Plumber) |
| 49 | Supply of unskilled labours to carry out the misc works in Depot premises, DO Premises & watchman quarters premises as & when required as per direction of Engineer in Charge: (Beldar, Bishti, Coolie) Please Enable Macros to View BoQ information |
