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| 1 | HAIZRA JURISDICATION |
| 2 | Surface dressing Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge. Supply of all material, manpower, resourses etc. & transportation to the site is in scope of contractor. Complete all as per direction of Engineer-in-Charge. |
| 3 | Sand filling up to 200 mmSupply and filling of sand including watering, ramming, consolidating and dressing complete. Complete all as per direction of Engineer-in-Charge. |
| 4 | Providing and Laying PCCProviding and laying in position cement concrete of specified grade excluding the cost of centering and shuttering having; 1:3:6 (1 cement:3 coarse sand from naturan sources : 6 grased stone agreedate 20 mm nominal size derived fron the natura resoueses. |
| 5 | Supply and Laying of Paver Block60 mm thick C.C. paver block of M-35 grade with approved color design and pattern Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. Supply of all material, manpower, resourses etc. & transportation to the site is in scope of contractor. Complete all as per direction of Engineer-in-Charge. |
| 6 | Brick MasonryProviding and laying BRICK MASONRY WITH BRICKS OF CLASS 7.5 in cement mortar 1:4 (1 Cement: 4 Sand) in one or more brick thickness and in any shape (excluding circular/curved brick masonry) at all depths and height including the cost of materials, labour, scaffolding/ staging, sampling & testing, soaking of bricks, cutting and laying of bricks, providing recesses, making openings of any shape & size, finishing the joints flush below ground level and raking out the joints above ground level, sealing the gap between masonry and soffit of beam/slab, embedding the fittings & fixtures, curing, etc. Supply of all material, manpower, resourses etc. & transportation to the site is in scope of contractor. Complete all as per direction of Engineer-in-Charge. |
| 7 | Plaster12 mm cement plaster of mix; 1:4 (1 cement: 4 coarse sand)Complete all as per direction of Engineer-in-Charge. |
| 8 | ExcavationEarth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m 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 soils, as directed within the lead of 50 m. Complete all as per direction of Engineer-in-Charge. |
| 9 | Supply & installation of bore well submersible pump with starter and panelSupply and installation of borewell pump as per the below specification after approval of Engineer-in Charge.PUMP : 1 HP, Copper winding, 15 stage, with 32mm Outlet.PANEL : Rated for 6 A, with start/stop and overload trip function.Supply of all material, manpower, resourses etc. & transportation to the site is in scope of contractor. Complete all as per direction of Engineer-in-Charge. |
| 10 | Supply & installation of 1.0 inch Unplasticized polyvinyl chloride (UPVC) pipesProviding 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, trenching, refilling & testing of joints complete as per direction of Engineer in Charge; External work |
| 11 | Concrete Joint FillerSupply and application of Tar Plastic cold-applied bituminous putty of approved make for sealing cracks, gaps, and joints in concrete joints, known for staying plastic, resisting dilute acids/alkalis, and conforming to IS:1580-1991; key specs include black/silver color, density ~1.25, high flash point (>150°C), and temp range of -5°C to +70°C, used for expansion/vibration areas. Before application, joints to be cleaned properly by deplying requisite manpower and to ensure that the joints are free from vegetation. Complete all as per direction of Engineer-in-Charge. |
| 12 | SILVASSA JURISDICATION |
| 13 | Surface dressing Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge. Supply of all material, manpower, resourses etc. & transportation to the site is in scope of contractor. Complete all as per direction of Engineer-in-Charge. |
| 14 | Providing and Laying PCCProviding and laying in position cement concrete of specified grade excluding the cost of centering and shuttering having; 1:3:6 (1 cement:3 coarse sand from naturan sources : 6 grased stone agreedate 20 mm nominal size derived fron the natura resoueses. |
| 15 | Supply and Laying of Paver Block60 mm thick C.C. paver block of M-35 grade with approved color design and pattern Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. Supply of all material, manpower, resourses etc. & transportation to the site is in scope of contractor. Complete all as per direction of Engineer-in-Charge. |
| 16 | Brick MasonryProviding and laying BRICK MASONRY WITH BRICKS OF CLASS 7.5 in cement mortar 1:4 (1 Cement: 4 Sand) in one or more brick thickness and in any shape (excluding circular/curved brick masonry) at all depths and height including the cost of materials, labour, scaffolding/ staging, sampling & testing, soaking of bricks, cutting and laying of bricks, providing recesses, making openings of any shape & size, finishing the joints flush below ground level and raking out the joints above ground level, sealing the gap between masonry and soffit of beam/slab, embedding the fittings & fixtures, curing, etc. Supply of all material, manpower, resourses etc. & transportation to the site is in scope of contractor. Complete all as per direction of Engineer-in-Charge. |
| 17 | Plaster12 mm cement plaster of mix; 1:4 (1 cement: 4 coarse sand)Complete all as per direction of Engineer-in-Charge. |
| 18 | Repair to PlasterRepairs 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 outside the terminal area where dumping is not prohibited. - with cement mortar 1:4 (1 parts Cement : 4 parts fine Sand). Complete all as per direction of Engineer-in-Charge. |
| 19 | ExcavationEarth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m 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 soils, as directed within the lead of 50 m. Complete all as per direction of Engineer-in-Charge. |
| 20 | Providing and Laying RCCProviding and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level. Concrete of M20 grade with minimum cement content of 270 kg /cum. Complete all as per direction of Engineer-in-Charge. |
| 21 | ReinforcementSupplying and placing in position HIGH STRENGTH DEFORMED STEEL BARS REINFORCEMENT (conforming to Thermo-Mechanically treated bar of Grade Fe 500-D or more), for R.C.C. work including transporting the Steel, straightening, cleaning, decoiling, cutting, bending to required shapes and lengths as per details, binding with contractor's own 16 SWG black soft annealed binding wire at every intersection, supplying and placing with proper cover blocks, supports, chairs, overlaps, welding, spacers, fanhooks etc. for all heights and depths etc. all complete as directed. Supply of all material, manpower, resourses etc. & transportation to the site is in scope of contractor. Complete all as per direction of Engineer-in-Charge. |
| 22 | Centring and Shuttering WorksCentring and shuttering including strutting ,propping etc And removal of form For foundation ,footing ,bases of columns etc for mass concrete. Supply of all material, manpower, resourses etc. & transportation to the site is in scope of contractor. Complete all as per direction of Engineer-in-Charge. |
| 23 | Supply and Laying of Stones AggregateSupplying, stacking and spreading of 90 mm to 45 mm stone aggregate at each terminal for as per quantity instructed by EIC for each station. Supply of all material, manpower, resourses etc. & transportation to the site is in scope of contractor. Complete all as per direction of Engineer-in-Charge. |
| 24 | Internal wall PaintingRemoving dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches by crack filler etc. complete. Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. With water thinnable cement primer or solvent thinnable primer on wall surface having VOC content less than 50 grams/litre as per direction of EIC. Distempering with 1st quality acrylic distemper (Ready mix) having VOC content less than 50 grams/ litre of approved brand and manufacture to give an even shade and including removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete as per direction of EIC.Old work (one or more coats)The internal surfaces of building shall be finished with Acrylic Washable Distemper.Main Surface: Summer Dew (Asian Paints), Airy Lemon (Berger Paints)Supply of all material, manpower, resourses etc. & transportation to the site is in scope of contractor. Complete all as per direction of Engineer-in-Charge. |
| 25 | External Wall PaintingRemoving dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches by crack filler etc. complete. Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. With water thinnable cement primer or solvent thinnable primer on wall surface having VOC content less than 50 grams/litre as per direction of EIC. Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade and including cleaning old surface with water jet & wire brush including necessary repairs to scratches etc. complete as per direction of EIC. Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm)The external surfaces of building shall be finished with weather resistant External Acrylic EmulsionPaint. Main Surface: Morning Dream (Asian Paints), Celestial Sun (Berger Paints)Column/ Chhajja Projections: Terracotta-N (Asian Paints), Rust Red (Berger Paints)Supply of all material, manpower, resourses etc. & transportation to the site is in scope of contractor. Complete all as per direction of Engineer-in-Charge. |
| 26 | Aluminium PaintScope includes painting of chain link fencing, lighting poles and other steel structures at SV/IP stations. Painting is to be done after surface preparation, one coat of approved brand primer/red oxide to be applied prior to painting of Paint of Asian/Burger/Nerolac make. Aluminium paint is to be applied in case on chain-link fencing and electricity poles. Minimum 02 coat or more of paint is to be applied so that no dark patches should be visible. Supply of all material, manpower, scafolding etc & transportation to the site is in scope of contractor. Complete all as per direction of Engineer-in-Charge. |
| 27 | Synthetic Enamel PaintPainting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade including removing old paint by scrapping and making surface smooth complete as per direction of EIC. Minimum 02 coat or more of paint is to be applied so that no dark patches should be visible. Supply of all material, manpower, scafolding etc & transportation to the site is in scope of contractor. Supply of all material, manpower, resourses etc. & transportation to the site is in scope of contractor. Complete all as per direction of Engineer-in-Charge. |
| 28 | Concentina Wire Repplacement (Removing existing one and installation of new)Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 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 apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately). Supply of all material, manpower, resourses etc. & transportation to the site is in scope of contractor. Complete all as per direction of Engineer-in-Charge. |
| 29 | Main Gate Painting and Letter WritingRemoval of complete old paint & rust of existing markers manually or by using of rust free paint remover or using wire brush/emery paper. After surface preparation, one coat of approved brand primer / red oxide to be applied prior to painting & lettering as per drawing attached and technical specification by using synthetic enamel. Supply of Paint of Asian/Berger/Nerolac or equivalent make including cost of material, manpower & transportation etc. is in scope of contractor. Minimum two coat of paint is to be applied so that no dark patches should be visible. Dimensions of maingate to be painted are attached as mentioned in SOW. Supply of all material, manpower, resourses etc. & transportation to the site is in scope of contractor. Complete all as per direction of Engineer-in-Charge.ctor. Complete all as per direction of Engineer-in-Charge. |
| 30 | Structural Steel worksSupplying, transporting, storing, fabricating in position and testing/examining bolted and/or welded STRUCTURAL STEEL WORKS at all levels and locations including all builtup sections/compound sections made out of rolled sections and/or plates/bent plates in trusses, purlins, columns, portals, racks, frameworks,bracings, floor beams, lifting beams, platforms, staircases (excluding chequered plates and gratings), ladders, stoppers, brackets, side runners, sagrods, supports for equipment and technological accesories and process piping, hand railings, posts, etc., cutting to required size, straightening/bending if required, edge preparation, cleaning, preheating, bolting/welding of joints, (including sealing the joints of box sections with continuous welding), finishing edges by grinding, fixing in line including preparation and submission of detailed fabrication drawings and applying primer after fabrication as per specification (for normal corrosive environment), etc. all complete (SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE). Complete all as per direction of Engineer-in-Charge. |
| 31 | Structural Steel worksFactory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge. Supply of all material, manpower, resourses etc. & transportation to the site is in scope of contractor. Supply of all material, manpower, resourses etc. & transportation to the site is in scope of contractor. Complete all as per direction of Engineer-in-Charge. |
| 32 | Supply & installation of bore well submersible pump with starter and panelSupply and installation of borewell pump as per the below specification after approval of Engineer-in Charge.PUMP : 1 HP, Copper winding, 15 stage, with 32mm Outlet.PANEL : Rated for 6 A, with start/stop and overload trip function.Supply of all material, manpower, resourses etc. & transportation to the site is in scope of contractor. Complete all as per direction of Engineer-in-Charge. |
| 33 | Boring/drilling borewellBoring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools,plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. All type of soil with 300 mm dia. Supply of all material, manpower, resourses etc. & transportation to the site is in scope of contractor. Complete all as per direction of Engineer-in-Charge.DSR 23.1.1 2018 |
| 34 | Supply, Assembling, Lowering and fixing of Borewell Casing pipe 150 mm nominal size diaSupplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. Supply of all material, manpower, resourses etc. & transportation to the site is in scope of contractor. Complete all as per direction of Engineer-in-Charge. |
| 35 | Supply, Jointing HDPE Pipe for BorewellSupply, Jointing to submersible motor and lowering HDPE Pipe of 40 mm Dia, OD with nipple fitted with SS Bolt nut, clamped with 50/40 mm dia M.S Clamp with nuts and bolts, top bottom set and G.I bend with coupling, bore plate etc. Supply of all material, manpower, resourses etc. & transportation to the site is in scope of contractor. Complete all as per direction of Engineer-in-Charge. |
| 36 | Supply & Fixing of 2.5MM Sqm Flat Cable Providing and fixing 2.5 sq mm ISI Copper flat cable from motor to Starter.Supply of all material, manpower, resourses etc. & transportation to the site is in scope of contractor. Complete all as per direction of Engineer-in-Charge. |
| 37 | Supply & installation of 1.0 inch Unplasticized polyvinyl chloride (UPVC) pipesProviding 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, trenching, refilling & testing of joints complete as per direction of Engineer in Charge; External work |
| 38 | Providing and fixing of Rain Water PVC pipe of 110mm sizeProviding and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes and including all fittings like clamps etc. Supply of all material, manpower, resourses etc. & transportation to the site is in scope of contractor. Complete all as per direction of Engineer-in-Charge. |
| 39 | Supply and installation of Doors and Window Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately)For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 40 | Terrace Water Proofing Surface preparation prior to waterproofing application as per detailed technical specification. Providing and applying one coat of PU/Epoxy based primer of approved make (Asian Paint Smart Care/Berger Home Shield/Nerolac Perma) as per product specification. Providing and applying first coat of PU based waterproofing liquid membrane of approved make (Asian Paint Smart Care/Berger Home Shield/Nerolac Perma) as per product specification. Providing and fixing of corner joint tape of approved make (AsianPaint /Berger/Nerolac Perma) as per product specification. Providing and applying second coat of PU based waterproofing liquid membrane of approved make (Asian Paint Smart Care/Berger Home Shield/Nerolac Perma) perpendicular to first coat as per product specification.Note: All the above-mentioned products must be of same make. E.g. Primer+ Waterproofing coat must be of same brand.Supply of all material, manpower, resourses etc. & transportation to the site is in scope of contractor. Complete all as per direction of Engineer-in-Charge. |
| 41 | Back Filling and CompactionScope includes excavation of earth soil & backfilling of the same. Contractor has to remove pebbles/concrete/bricks etc. first and keep it at separate place before excavation in case of station underground pipe and after backfilling of the same contractor has resume the site as before. Rate quoted against this SOR shall only be paid after successful completion of work. No additional payment shall be released for execution of this SOR. Any Liaising with the local farmer / authority for execution of this SOR is in scope of contractor.Supply of all material, manpower, resourses etc. & transportation to the site is in scope of contractor. Complete all as per direction of Engineer-in-Charge. |
| 42 | Cleaning of BorewellCleaning of existing Bore well with pressurised air (max 7 Kg/cm2). The scope includes supply & transportation of Compressor, pipe of required length (up to the depth of the existing Bore Well), accessories, valves, fittings for controlling the air pressure, at SV/IP. Supply of all material, manpower, resourses etc. & transportation to the site is in scope of contractor. Complete all as per direction of Engineer-in-Charge. |
| 43 | Replacement of wash basin (515x410x195mm) Cera CadalReplacement of wash basin (515x410x195mm)of approved make (Cera Cadal)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: |
| 44 | Repalcement of WC (Wall Hung)Repalcement of white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings,nuts, bolts and gasket etc complete. |
| 45 | Renovating LawnsIncluding weeding, cheeling the grass, forking the ground, top dressing with sludge or manure, mixing the same with forked soil, watering and maintaining the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for mowing and disposal of rubbish as directed by EIC. Including supply of good earth if needed. Supply of all material, manpower, resourses etc. & transportation to the site is in scope of contractor. Complete all as per direction of Engineer-in-Charge. |
| 46 | Demilishing of RCC WorksDemolition RCC work by mechanical means and stockpiling at designated locations and disposal of dismantled material up to a lead of 1 kilometer, stacking serviceable and unserviceable material separately including cutting reinforcement bars. Complete all as per direction of Engineer-in-Charge. |
| 47 | Demilishing of PCC / Brick Works Demolition cement concrete or brick work manually/ by mechanical means including disposal of material outside plant premises or as per direction of Engineer in charge. Complete all as per direction of Engineer-in-Charge. Please Enable Macros to View BoQ information |
