Public Works Department-PWD has published Development Of Integrated Traffic Management System To Enhance Logistic Efficiency For Dumdum-Lauhati-Haroa Road ( Sh-3 ) ( At 3.20 Km From Lauhati ) For The Commercial Vehicles Under Barasat Highway Division No. I In The State Of West Bengal D. Submission Date for this Tender is 13-06-2023. Traffic Signals Tenders in parganas West Bengal. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | ROAD WORK |
| 2 | Excavation in Ordinary Rock using Hydraulic Excavator CK-90 and Tippers with disposal upto 1000 metres Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site within all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections as per Clause 301 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (Mode of measurement: pre works and post works) |
| 3 | Supplying, spreading and compacting fine Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary. |
| 4 | Water Bound Macadam Sub Base by Consolidating Jhama Metal of specific size in hard crust to requisite thickness (measured after compaction) in layers including screening of metals etc. as necessary, hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding & barricading and making necessary earthen bundh of one metre width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all men and machineries and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H. For Construction of Hard Shoulder by consolidating Jhama metal (63 mm to 45 mm) with moorum screening : |
| 5 | Construction of granular sub-baseGr-III by providing graded material, mixing in Wet Mix Plant at OMC, carriage of mixed material to work site, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber compacting with vibratory power roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants and cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). |
| 6 | Construction of granular sub-baseGr-V by providing graded material, mixing in Wet Mix Plant at OMC, carriage of mixed material to work site, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber compacting with vibratory power roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants and cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). |
| 7 | Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including screening of aggregates andgranular materials, premixing the Material with water at OMC in Wet Mix Plant carriage of mixed Material by tipper to site, laying in uniform layers with Paver in Sub- base on wellprepared surface and compacting with Vibratory Rollerto achieve the desired density, including supply of all materials, machinery, fuel and lubricants, including incidental costs for lighting, guarding, barricading,making earthen bundh to protect the edges including costof quality control complete as per Clause 406 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). |
| 8 | Supplying and laying in the specified pattern of Interlocking concrete Block Pavement (ICBP) with concrete blocks (with concrete grade as specified as per Table 1 of IS : 15658:2006) manufactured in steel mould clamped to ta vibrating table by hydraulic pressure (as per cl. no. 6.30 of IRC : SP:63 (2018) from BiS licensee manufacturer, with spacer nib (Small oprotruding profile on the vertical face of paver block used as a device for keeping minimum joint gap in between the paving blocks, as per CL No. 3.26 of IS : 15658) and the specified size and shape with aspect ratio (the ration of length to thickness of a paver block as per CL No 3.3 of IS : 15658) as per Table 2 of IS : 15658 with flexural strength/breaking load as per Annexure G of IS : 15658, on the prepared base course of specified CBR as per Table 1 of IRC SP63 (2018) or else as mentioned in design and drawing with a cushion of compacted hedding send of 25-35 mm thikc regarding of the bedding sand as per clause 6.5.1 of IRC-SP 63) and filling up the gaps in between paver blocks with joints filling sand (the grading of the joint filling sand will be as per clause 6.5.2 of IRC SP 63) and completing the edges with cut bolcks as per CL No. 8.7 of IRC SP-63) and with proper confinement of bedding and joint filling sand, compaction jewelling and filling up of the edges gap. 100 mm thick Grey |
| 9 | Providing andapplying primer coat with Cationic Bitumen Emulsion of M.S. ( Packed) grade conforming to IS: 8887-1978 and @0.85 kg/m² on prepared surface of granular base including cleaning of road surface and spraying primer using Mechanical means including cost and carriage of bitumen emulsion andall other incidental costs of work as per Specifications for Road & Bridge Works of MoRT&H (5th Revision). |
| 10 | Dense Bituminous Macadam; Providing and laying dense bituminous macadam with Batch Mix Plant (100-120 TPH) using crushed aggregate (Pakur variety) of specified grading, filler (Hydrated lime) premixed with bituminous binder(VG-40,Bulk)of approved grade @4.50% (min) for Grading-2 by weight of total mix as per table 500-10 and mix design done as per table 500-11 and job mix formula as clause 505.3.3 of MorRT&H(5th Revision), including screening cleaning of chips, transporting the hot mix to work site,laying the mixed materials at specified laying temperature,as specified in Table 500-2 with a hydrostatic paver finisher with sensor control to the required grade, level and alignment over prepared surface coated with tack coat, rolling with smooth wheeled and vibatory or tandem rollers or with a pneumatic tyre roller of 12 to 15 tonne weight with a pressure of at least 0.56 MPa, to achieve the desired density as per clause 505.3.5 all including cost and carriage of bitumen, crushed aggregates, filler mateials and hire charges of machinery and equipment for construction and quality control complete as per Clase 505 of Specifications for Road & Bridge Works of MoRTH&H(5th Revision). includincost of laying of Tack coat [usingBitumen Emulsion(Packed, MS Type) @0.275 kg per sqm. For Grading 2 (26.5 mm nominal size. 70mm compacted thickness) Using Batch Type HMP of minimum capgacity 100-120 TPH. (Before execution of DBM, Mix design shall be approved by the EIC) |
| 11 | Bituminous Concrete; Providing and laying bituminous concrete with Batch Mix Plant (100-120 TPH) using crushed aggregates (pakur variety) ,filler materials (hydrated lime dust) and premixed with bituminous binder (VG-40,Bulk) of specified grading @5.4%(min) for Gr.2, as per table500 -17 and mix design done as per table 500- 10 and job mix formula as per cl. 505.3.3. including screening, cleaning of chips and preparing a uniform and quality mix, transporting the hot mix to work site, laying the mixed materials as specified laying temperature as specified in Table 500-2 with a hydrostatic paver finisher with sensor control to the required grade, level and alignment over prepared surface coated with tack coate, rolling with smooth wheeled and vibratory or tandem rollers and with a pneumatic tyre roller of 12 to 15 tonne weight with a tyre pressure of at least 0.56 MPa, to achive the desired density as per clause 505.3.5, including cost and carriage of bitumen, crushed aggregates, filler materials and hire charges of machinery and equipment for construction and quality control, complete as per Clause 507 of Specifications for Road & Bridge Works of MoRT&H(5th Revision).including cost of laying of Tack coat [usingBitumen Emulsion(Packed, MS Type) @0.250 kg per sqm. For Grading-2, (13.2 mm nominal size, 30mm compacted thick) Using Batch Type HMP of minimum capacity 100-120 TPH (Before execution of BC, Mix design shall be approved by the EIC) |
| 12 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes complete as per Clause 803 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). |
| 13 | Supplying & fixing of Raised Pavement Markers / Road Studs / Cats Eye made of polycarbonate moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face which shall support a load of 13635 kg tested in accordance to ASTM D 4280 Type H and complying to clause no 804 of MoRT&H"s specification for Road &Bridge Works (Fifth Rev.). Marker height shall not be less than 10 mm and shall not exceed 20 mm, width shall not exceed 130mm and with minimum reflective area of 13 sq.cm. on each side and slope to the base shall be 35 ± 5 degree. Fixing will be without nails but by using epoxy resin based adhesive as per manufacturer"s recommendation including site clearance etc. and complete as directed by the Engineer in Charge .The contractor will have to provide a test certificate from a reputable national/international laboratory conforming the above specifications. |
| 14 | TOLL PLAZA,GANTRY, CABIN & PROTECTION WORK |
| 15 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or tacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm. (a) Depth of excavation not exceeding 1,500 mm. |
| 16 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand |
| 17 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. a) Pakur Variety. |
| 18 | Plain/ Reinforced CementConcrete M25 in Open foundation Using concrete mixer with or withoutreinforcements,in any part of foundation of bridges /culverts withgraded stone chips of appropriatenominalsizes,including screening andcleaningof coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications. RCC- M 25, Using Concrete Mixer. |
| 19 | Supplying, fitting and placing HYSD bar reinforcement of Sail / Tata / Rinl reinfiorcement in Sub-structure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge.(TATA/SAIL/RINL) |
| 20 | Sand filling in foundation trenches with fine yellow sand and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete excluding supply of sand. Quality of sand is to be approved by the Engineer-in-charge. |
| 21 | Supplying and laying in the specified pattern of Interlocking concrete Block Pavement (ICBP) with concrete blocks (with concrete grade as specified as per Table 1 of IS : 15658:2006) manufactured in steel mould clamped to ta vibrating table by hydraulic pressure (as per cl. no. 6.30 of IRC : SP:63 (2018) from BiS licensee manufacturer, with spacer nib (Small oprotruding profile on the vertical face of paver block used as a device for keeping minimum joint gap in between the paving blocks, as per CL No. 3.26 of IS : 15658) and the specified size and shape with aspect ratio (the ration of length to thickness of a paver block as per CL No 3.3 of IS : 15658) as per Table 2 of IS : 15658 with flexural strength/breaking load as per Annexure G of IS : 15658, on the prepared base course of specified CBR as per Table 1 of IRC SP63 (2018) or else as mentioned in design and drawing with a cushion of compacted hedding send of 25-35 mm thikc regarding of the bedding sand as per clause 6.5.1 of IRC-SP 63) and filling up the gaps in between paver blocks with joints filling sand (the grading of the joint filling sand will be as per clause 6.5.2 of IRC SP 63) and completing the edges with cut bolcks as per CL No. 8.7 of IRC SP-63) and with proper confinement of bedding and joint filling sand, compaction jewelling and filling up of the edges gap. 50 mm thick Coloured Decorative |
| 22 | Providing and erecting overhead signs with a corrosion resistant 2mm thick luminium alloy sheet reflectorized with high intensity retro-reflective sheeting of encapsulated lens type with vertical and lateral clearance given in clause 802.2 and802.3 and installed as per clause 802.6 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans (Reference to MORT&H"s specification 802). |
| 23 | Providing and erecting direction and placeidentification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approveddrawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision) |
| 24 | Supplying, fitting and fixing windows and ventilators with or without integrated grills conforming to IS 1038-1975 and manufactured from rolled steel sections conforming to IS 7452-1974 with non-friction projecting type, box type hinges, glazing clips, lugs locking bracket, handle plate etc, including hoisting in position, straightening if required, fixing lugs in cement concrete ( 1:2:4) with stone chips 20 mm down cutting holes and mending good damages to match with existing surface complete in all respect excluding glazing. Openable steel windows as per IS sizes with side hung shutters and horizotal glazing bars |
| 25 | Supplying, fitting & fixing Industrial Troughed Aluminium sheet (excluding the supporting frame work) of approvedmake & brand in alloy 3105 conforming to IS: 1254-1991fitted and fixed with 75 mm & 25 mm Self tapping screw, EPDM Washer 16 mm dia & 3 mm th washer etc complete\ with 150 mm. end lap and one corrugation minimum side lap.(Payment to be made on area of finished work) (Aluminiumsheet to be supplied by contractor). c) With 0.91 mm thick sheet |
| 26 | Aluminium sheet ridging fitted with self tapping screws, EPDM washers etc complete.(Minimum 225mm end lapping) (b) With 0.91 mm sheet |
| 27 | Earthwork in road embankment from private borrow pits (land owned/arranged by the agency, carraige upto 5.00 k.m. ) including royalty charges as applicable and depositing in layers of 250 mm thick, breaking clods, manually compacted by rammers layer by layer including watering ifnecessary to make flank and slopes to proper grade and dressingincluding all lead and lifts complete as per direction.(Mode of measurement: on the basisoffinished compacted volume of earthwork obtained from level section measurement). With carried eartharranged by the contractor; Royalty charges of Rs. 29.00/- per m3. and cesses charges@ Rs.5.30 per m3 has to be recovered initially from the contractor"s bill. This recovered amount of Royalty will be paid to the agency on production of necessary documents in support of such payment to the authority concern by the agency. (Mode of measurement: pre works and post works) |
| 28 | Type - B, "THRIE" : Metal Beam Crash Barrier Providing and erecting a "Thrie" metal beam crash barrier comprising of 3 mm thick corrugated sheetmetal beam rail, 85 cm above road/ground level,fixed on ISMC series channel vertical post, 150 x 75x 5 mm spaced 2 m centre to centre, 2 m highwith 1.15 m below ground level, all steel parts andfitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metalbeam rail to be fixed on the vertical post with aspace of channel section 150 x 75 x 5 mm, 546 mm long complete as per Clause 811.3 of specifications for Road & Bridge Works of MoRT&H(5th Revision) |
| 29 | 150 mm dia 4.5m long UC ballah pilling Eucalyptus bullah pile walling using 150 mm dia bullah driven about two third length of the pile into ground and keeping the rest one third length above the ground with spacing @ 350 mm centre to centre, protecting the pile head with iron ring and cutting and shaping heads before and after driving, keeping the piles in line, level and position, fixing three rows 100mm dia of half split bullan horizontally as runner, providing 1.0 m longbullan ties of 100 mm dia @2.5 m centre to centre fixed with 100 mm dia bullah posts driven abount 0.75 m below the ground level complete as per direction with all tools and tackles including coal tarring (Two coats) the entire bullah length before driving, including supplying, hoisting and placing in position and placing earth filled cement bags in two rows as per drawing and direction complete. The rate is inclusing of all labour, materials including necessary spikes, bolts and nuts and two coat of coal tarring complete. Diameter of the pile should be measured at 1.50 m from the thicker end. Joints of main pile and stay piles connected with ties and runners are to be tied with 8 mm dia M.S. nuts &. Other joints of main pile and runners are to be fixed in position using M.S. spikes. (Measurement to be taken along the length of walling after finishing the work) |
| 30 | M.S. structural works in roof trusses with tubular sections conforming to IS: 806-1968 & IS: 1161- 1998 cnnected to one another with bracket, gusset cleats as per design, direction of Engineer-in-charge complete including cutting to requisite size,fabrication with necessary metal arc welding conforming to IS: 816- 1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete.The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour reqired for the work including all incidental chages such as electricity charges, labour insurance charges etc. for trusses spanning above 20.00 m and up to 30 .00m |
| 31 | Holding down bolt with nut including 100 x 100 x 6 mm plate washer at bottom fitted complete and packing the hole with cement concrete or cement grout as directed. 25 mm dia. 750 mm long |
| 32 | Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn) coating of 150 grams per sq. metre (followed by colour coated on both side) steel sheet work having minimum yield strength of 550 Mpa of trapizoidal profile of approved make (excluding the supporting frame work) fitted and fixed with 55 mm & 25 mm self tapping screw, EPDM Washer 16 mm dia & 3 mm th. washer etc. complete with 150 mm end lap and one corrugation minimum side lap. (Payment to be made on area of finished work). |
| 33 | BULDING PART |
| 34 | Surface Dressing of the ground in any kind of soil including removing vegetation inequalities not exceeding 15 cm depth and disposal of the rubbish within a lead upto 75 m as directed. |
| 35 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or tacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm. (a) Depth of excavation not exceeding 1,500 mm. |
| 36 | Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring |
| 37 | Anti termite treatment to the top surface of the consolidated earth within plinth walls with chemical emulsion by admixing chloropyrofos emulsifiable concentrates (1% concentration) with water etc. |
| 38 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (a) With earth obtained from excavation of foundation |
| 39 | Filling in foundation or plinth by fine sand in layers not exceeding 150 mm. as directed and consolidating same by thorough saturation with water ramming complete . Including the cost of supply of sand . (payment to be made on measurement of finished quantity) |
| 40 | Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. (a) Single brick flat soling (thickness 75 mm.) |
| 41 | Cement concrete with graded stone ballast (20 mm size excluding shuttering)/In ground floor [Pakur Variety]/(a) 1:3:6 proportion |
| 42 | Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS : 456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in charge. Consumption of cement will not be less than 300 Kg of cement with Super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix foumula. In ground floor and foundation.[using concrete mixture]M 25 Grade pakur variety |
| 43 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.In Ground Floor- (SAIL/TATA/RINL) |
| 44 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) |
| 45 | Brick work with 1st class bricks in cement mortar (1:6) center line |
| 46 | Fromplinth to first floor |
| 47 | 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) |
| 48 | Labour for Chipping of concrete surface before taking up Plastering work. Ground Floor |
| 49 | 25 mm. thick damp proof with cement concrete (1:1.5:3) (with graded stone aggregate 10 mm. normal size) and painting the top surface with a coat of bitumen [VG.40 ] using 1.7 kg. per sq.m. including heating the bitumen and cost and carriage of all materials complete. [Bitument to be supplied by the Agency] |
| 50 | Collapsible gate with 40mm x 40mm x 6mm Tee as top and bottom guide rail, 20mm x 10mm x 2mm vertical channels 100mm apart in fully stretched position 20mm x 5mm M.S. flats as collapsible bracings properly rivetted and washered including 38mm steel rollers including locking arrangements, fitted and fixed in position with lugs set in cement concrete and including cutting necessary holes, chasing etc. in walls, floors etc. and making good damages complete. |
| 51 | Supplying solid flush type doors of deluxe decorative (both side) quality, conforming to I:S 2202 timber frame consisting of top and bottom rail and side styles of well seasoned timber 65mm wide each and the entire frame fitted with 27.5mm wide battens places both ways in order to made the door of solid core and internal lipping with teak, mahogony or rose wood approved decorative veneers using phenol formaldehyde as glue etc. complete, including fitting, fixing the shutters in position but excluding the cost of hinges and other fittings (a) 35 mm thick shutter,Single Leaf. |
| 52 | M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor. (ii)Grill weighing above 16 Kg./sq.mtr and above |
| 53 | Supplying, fitting and fixing fibre reinforced polymer (FRP) Composite door frame as per approved section with glass fibre reinforced plastic moulded skins and a special sandwich core, so as to impart monolitaheic composite structure as per approved technology of Department of Science and Technology (DST) to safisfy IS: 4020 door testing performance criteria.. |
| 54 | Supplying, fitting & fixing fibre reinforced polymer (FRP) Composite door shutters as per approved design with glass fibre reinforced plastic moulded skins and a special sandwich core, so as to impart monolitaheic composite structure as per approved technology of Department of Science and Technology (DST) to satisfy IS:4020 door testing performance criteria. 32 mm thk |
| 55 | M.S. structural works in columns, beams etc. with simple rolled structuralmembers(e.g. joists, angle, channelsectionsconforming to IS: 226, IS: 808 & SP (6)- 1964 connectedto one anotherwith bracket,gussets,cleatsasperdesign,directionofEngineer-in- charge complete including cutting to requisite shape and length, fabricationwith necessary bolting, metal arc welding conformingto IS: 816- 1956 & IS: 1995 using electrodesof approvedmake and brandconformingto IS:814-1957,haulage,hoistingand erection all complete. The rate includes the cost of rolled steel section, consumablessuchas electrodes,gasandhirechargeof all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc. |
| 56 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] (With 1:6 cement mortar (a) 20 mm thick plaster In Ground Floor : Inside Plaster |
| 57 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor). [Excluding cost of chipping over concrete surface] (i) With 1:6 cement mortar 15 mm thick plaster In Ground Floor : Outside Plaster |
| 58 | Applying Interior grade Acrylic Primer of approved quality and brand on plastered or cencrete surface old or new surface to receive Distemper/ Acrylic emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer"s specification and as per direction of the EIC One Coat, Solvent based interior grade Acrylic Primer |
| 59 | Applying Acrylic Emulsion Paint of approved make and brand on walls and ceiling including sand papering in intermediate coats including putty (to be done under specific instruction of Superintending Engineer) (Two coats) Luxury Quality |
| 60 | Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured(matt finish) etc. Two Coats |
| 61 | Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer"s specification and as per direction of EIC Super Protective 100% Acrylic Emulsion |
| 62 | Supplying, fitting & fixing best quality digital printed Ceramic tiles in coloured decorative on walls and floors to match with the existing work & 4 nos. key stones (10mm) fixed with adhesive 4.5 mm thick at the back of each tile & finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc. With polymerised adhesive and epoxy grout pointing including spacer - 2mm (When tiles are laid over existing hard ready surface) all complete as per direction of Engineer-in-charge In Ground Floor |
| 63 | Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn) coating of 150 grams per sq. metre (followed by colour coated on both side) steel sheet work having minimum yield strength of 550 Mpa of trapizoidal profile of approved make (excluding the supporting frame work) fitted and fixed with 55 mm & 25 mm self tapping screw, EPDM Washer 16 mm dia & 3 mm th. washer etc. complete with 150 mm end lap and one corrugation minimum side lap. (Payment to be made on area of finished work). |
| 64 | TUBE WELL |
| 65 | Labour for boring tubewell of required dia by water jet system through any type of soil, strata including hire and labour charges for boring pipes, scaffolding, other tools and plants as necessary and taking outthem and lowering pipes and strainers, blank pipe etc. and fitting,fixing the same complete including bucket washing and other incidental works in this connection. (The tubewellshould have a minimum 50mm. gap in between the outside ofthe tubewell pipe and the bore). For depth upto 150mtr. for 50mm dia tubewell with top enlargement of 100mm dia. |
| 66 | i) 50mm dia. |
| 67 | Supply of PVC pipes & fittings, Schedule - 80 (Medium Duty) conforming to ASTM-D 7785, and threaded to match with GI Pipes as per IS 1239 (Pt-1) PVC Pipes (Dia) 50mm |
| 68 | PVC Pipes (Dia) 50mm |
| 69 | Threaded End Cap 100 mm (100mm Dia) |
| 70 | Nipple (300 mm long) 100 mm Dia |
| 71 | Supplying, fibre glass reinforced Epoxy resin slotted of 1 mm slot strainer with in 6.1 m. length of approved make and as per direction of the Engineer-In-Charge. (a) 100 mm nominal dia (i) 6.00 mm wall thickness |
| 72 | Supplying M.S. male / female adopter of approved make and brand for coupling of M.S. pipe and fibre glass strainers, as per direction of the Engineer-In-Charge. 100mm |
| 73 | Supplying, fitting and fixing steel cutter piece upto 450 mm long with sockets. (iii) 75 mm |
| 74 | Supplying, fitting and fixing plug of approved make conforming to I.S. specifications. (iii) 75 mm |
| 75 | Supplying, fitting and fixing heavy type bell mouth reducing socket. (iv) 50 mm X 100 mm |
| 76 | Washing and developing tube well with air compressor pump and engine for 8 (eight) hours continuous pumping per day with necessary arrangements for testing the yield in gallons per hour with "V" notch including hire and labour charges for all tools and plants and scaffolding as required. |
| 77 | Labour for making arrangement for showing verticality test including the cost for hire charges of tools and plants and sterilising the equipments, paying all charges and fees, testing etc. complete in all respect as per direction. |
| 78 | Collecting sample of water for bacteriological and chemical test from any depth at any time during execution of work including hire and labour charges for tools and plants and sterilising the equipments, paying all charges and fees, testing etc. complete in all respect as per direction. |
| 79 | Packing the annular space between the outside of the tube well pipes & strainers and the bore with pea size washed gravel of approved quality having size from 2 mm to 5 mm or the size approved by the Engineer-In-Charge including cost of all materials labour and equipment complete. Note : Initial 6 m. of Annular space between the housing pipe and the bore should not be shrouded with Pea size gravel contamination with surface water. |
| 80 | Packing annual space between the outside of the housing pipe and the bore with puddled clay balls of approved size as per direction of the Engineer-In-Charge with cost of all materials and labour complete. |
| 81 | Supplying, fitting and fixing 300 mm M.S. housing clamp of approved quality. |
| 82 | Providing 200 mm centre guide. (i)With Clamp |
| 83 | Geophysical investigation of the acquifer by elctrologging system with all tools and plants as necessary including supply of necessary report. |
| 84 | ELECTRICAL WORKS |
| 85 | Supplying and fixing 415V, 63A, TPN SFU with sheet steel enclosure on angle iron frame on wall with nuts bolts etc incl. S & F 3 nos. DIN type HRC fuse as per rating. [Make - Legrand/ Schneider/ Siemens /ABB/L&T) |
| 86 | Supplying and fixing 415V, 63A, TPN onload change over switch with sheet steel enclosure on angle iron frame on wall with nuts bolts etc. [Make - Legrand/ Schneider/Siemens /ABB/L&T) |
| 87 | Supplying and fixing double door Vertical TPN MCB Distribution board for MCCB incomer with IP-42/43 protection, on angle iron frame on wall & mending good the damages to original finish incl. Inter connection with suitable size of copper wire and neutral link & provision for earthing attachment. [Make - Legrand/ Schneider/ Siemens / ABB/ L&T) 6 Way Enclosure (upto 160A) [15/D-11] |
| 88 | Supplying and fixing double-door SPN MCB Distribution Board with IP-42/43 protection, concealed in wall after cutting the wall & mending good the damages to original finish incl. Inter connection with suitable size of copper wire and neutral link & provision for earthing attachment. [Make - Legrand/ Schneider/ Siemens / ABB/ L&T) 2+4 Way [13/D-9] |
| 89 | Supplying and fixing 415 V Four Pole MCCB of Breaking capacity 25kA/35kA with fixed thermal and fixed magnetic / adjustable thermal and fixed magnetic setting in existing DBs / enclosure and necessary connection. [Make-Legrand/ Schneider/Siemens /ABB/L&T) (a) 63A FP |
| 90 | Supplying and fixing 240/415 V MCB Isolator on din rail of existing DBs and necessary connection as per GS [Make-Legrand/ Schneider/Siemens/ Crabtree/ L&T) as per direction of EIC. ] 32 A DP [ 6 / D- 5 ] |
| 91 | Supplying and fixing 240/415 V MCB of Breaking capacity 10kA & C characteristics on din rail of existing DBs and necessary connectionas per GS [Make-Legrand/ Schneider/Siemens /ABB/L&T) as per direction of EIC. ] 6-32 SP [ 7 / D- 6] |
| 92 | 32 TP [ 7 / D- 6] |
| 93 | Distribution wiring in 2 x 22/0.3 (1.5 sqmm) single core stranded "FR" PVC insulated & unsheathed copper wire (Brand approved by EIC) in 20mm size PVC rigid conduit "FR" (Precision make), with 1x22/0.3 (1.5 sqmm) single core stranded "FR" PVC insulated & unsheathed copper wire for ECC, to light/fan/call bell points with Modular type switch (Brand approved by EIC) fixed on Modular GI switch board with top cover plate and 2 no. suitable size “Ph & N” copper bar & earthing attachment fixed on wall incl. mending good damages to original finish. (i) Average run upto 5 mtr. [1(a)/E-24] |
| 94 | Distribution wiring in 1.1 KV grade 22/0.3 (1.5 sqmm) single core stranded "FR" PVC insulated & unsheathed copper wire (Brand approved by EIC) in 20mm size PVC rigid conduit "FR" (Precision make), with 1.1 KV grade 1 x 22/0.3 (1.5 sqmm) single core stranded "FR" PVC insulated & unsheathed copper wire as ECC, to 6A 3 pin Modular type plug socket & switch (Brand approved by EIC) on 4 Module GI switch board with 3/4 Module top cover plate on wall incl. necy. connection making earthing attachment, painting and mending good damages to building works. On Board [ 3(a) / E- 24 ] |
| 95 | Average run 3 mtr[ 3(c ) / E- 24 ] |
| 96 | Distribution wiring in 1.1 KV single core stranded "FR"PVC insulated & unsheathed copper wire (Brandapproved by EIC) in 20mm size PVC rigid conduit "FR"(Precision make) incl. necy. fittings as required. [1(a)/E-14] (a) 2 x 36/0.3 (1.5 sqmm) + 1 x 22/0.3 (1.5 sqmm) ECC. |
| 97 | (b) 2x 84/0.3 (6 sqmm) + 1 x 56/0.3 (4 sqmm) ECC (for office room SPNDB incomer) |
| 98 | (a) 2 x 36/0.3 (2.5 sqmm) + 1 x 22/0.3 (1.5 sqmm) ECC (For midbay LED Light circuit wiring & computer Board) |
| 99 | S & F solderless Copper socket by crimping of Copper wires. a)1.5 sq mm [N.S] |
| 100 | b) 2.5 sq mm [9(i) / F-5] |
| 101 | c) 4 sq mm[9(ii) / F-5] |
| 102 | d) 6 sq mm[9(iii) / F-5] |
| 103 | Supply & Delivery of2/4Core XLPEInsulated & Sheathed Armoured Aluminium Conductor cables for Working Voltage up to 1100 Volts of following sizes [Make - Gloster / RR/ KEI/Havells as approved by E.I.C] 4 Core 10 Sqmm[N.S.] |
| 104 | 2 Core 6 Sqmm[N.S.] |
| 105 | 4 Core 16 Sqmm[N.S.] |
| 106 | Laying of one No. cable upto 35 sqmm in underground trench 460 mm wide x 760 mm average depth, with brick protection on the top of the cable with 8 (eight) Nos. bricks per metre, including filling the space between the brick & cable and also the trench with shifted soil, leveling up and restoring surface duly rammed. |
| 107 | Supplying and fixing compression type gland complete with brass gland, brass ring & rubber ring for dust & moisture-proof entry of XLPE/PVC armoured cables as below : 4 Core 10 Sq. mm [7(c)/F4 ] |
| 108 | 2 Core 6 Sq. mm [7(a)/F4 ] |
| 109 | 4 Core 16 Sq. mm [7(d)/F4 ] |
| 110 | Finishing the end of following XLPE/PVC armoured cables by crimping method incl. supplying and fixing solderless socket (Dowels make), tapes, anticorrosive paste & jointing materials. 4 Core 10 Sq. mm [8(b)(xi)/F-5 ] |
| 111 | 2 Core 6 Sq. mm [8(b)(ii)/F-5 ] |
| 112 | 4 Core 16 Sq. mm [7(d)/F4 ] |
| 113 | Supply & Fixing 240 V, 4 nos. 6 A, 3 pin Modular type plug socket with 4 nos. 6A Modular type switch (Brand approved by EIC), 16A Modular switch type MCB (C-Curve) and Indicator without plug top on 2 row 18 Module GI Modular type switch board with 2 row 18 Module top cover plate flushed in wall incl. S&F switch board and cover plate and making necy. connections with PVC Cu wire and earth continuity wire etc. [12/E-18] |
| 114 | Supply & Fixing 240 V, 25 A, Modular type starter (Brand approved by EIC) with 25A Modular switch type DP MCB (C- Curve) and 4 Module GI Modular type switch board with 4 Module top cover plate flushed in wall incl. S&F switch board and cover plate and making necy. connections with PVC Cu wire and earth continuity wire etc. |
| 115 | Supplying & Fixing GI Modular Switch Boardcomplete with top cover plate flushed in wall for housing the board after cutting the brick wall incl. making earthing attachment, painting and mending good damages to building works including Supply & Fixing 240 V, 16 A,Modular typeswitch (approved make) on existing GI Modular switchboard having top cover plate and making necessary connections as required. |
| 116 | Supply & Fixing 240 V, 16 A, 3 pin Modular type plug socket (Brand approved by EIC), without plug top and switch, on existing GI Modular type switch board with top cover plate and making necy. connections with PVC Cu wire and earth continuity wire etc. |
| 117 | Supply & Fixing 240V, Modular Socket (2 Module) type fan regulator (Step type) (Brand approved by EIC) on existing Modular GI switch board with top cover plate incl. making necy. connections etc. |
| 118 | Supply & Delivery of 4 feet Industrial boxtype Twin LED fitting including S & D of 2X20 wattt LED (Polycarbonate) with glare free light distribution , with minimum luminious efficacy 100 lumen/wt. (Mk. : Crompton/ Wipro/ Jaquar/ Bajaj/ Havells/ Panasonic) |
| 119 | Supply & Delivery of 4 feet Industrial boxtype Single LED fitting including S &D of 1X20 wattt LED( Polycarbonate) with glare free light distribution , with minimum luminious efficacy 100 lumen/wt. (Mk. :Crompton/ Wipro/ Jaquar/ Bajaj/ Havells/ Panasonic) |
| 120 | Fixing only single /twin fluorescent light fitting complete with all accessories directly on wall/ceiling/HW round block and suitable size of MS fastener. [14(b)/C-2] |
| 121 | Supplying & Fixing MS fan clamp of two piece type for RC ceiling as per approved specification, fabricated from 40 mm x 9 mm MS flat including making good damages to building roof with satisfactory finishing and painting – (As per Drawing no. 475 of PWD Specification Book – May 1991) [29/D-14] |
| 122 | Supply& Delivery ofceiling fans with burst-proof P2/S3 Capacitorcomplete with all accessories without regulator.(Make - Usha/Havells/CG/Orient/Crompton) 1200 mmSweep |
| 123 | Fixing only ceiling fan complete with blades, canopy, fork, rubber bush etc as per GS [ 21 (a) / C-3 ] |
| 124 | Engraving the deptt. number with 10 mm lettering on the body as per GS.[ 24 (a) / C-3 ] |
| 125 | Extra for additional one letter incl. hifen, stroke and stop.[24(b)/C-3] |
| 126 | Painting upto 10 letters of the engraved number with approved black /red paint as required as per GS[ 26 (a)/C-3] |
| 127 | Extra painting for additional one letter of the engraved number with hifen, stroke etc. with black or red paint. [26(b)/C-3] |
| 128 | Supply and fixing of 240V, 9" (230 mm) dia,1370 rpm AC exhaust fan (EPC Make)after making hole in wall and making good damages and smooth cement finish etc. as practicable as possible and providing necy. length of PVC insulated wire and making connection for exhaust of given diameter. [Make-EPC/ Crompton/ Orient/ Usha] |
| 129 | Supply and fixing of 240V, 12" (300 mm) dia, high speed full metal body, metall blade, wall bracket/ Cabin fan on wall incl. necessary fixing materials and mending good damages and smooth cement finish etc. as practicable as possible and providing necy. length of PVC insulated wire. [Make -EPC/Crompton/Orient/Usha/Cinni] |
| 130 | Supplying & fixing medium gauge HDPE Pipe (ISI-Medium) with fittings like bend, tee and cast iron inspection boxfor underground cable Protection as per GS ( Make : Oriplast / Finolex/ Supreme/ AKG) 50 mm dia [11(d)/F-6] |
| 131 | Fixing only outdoor / street light type fluorescent/LED light fitting complete with all accessories to be fixed/projected from the wall of the building incl. making holes to building, S&F 40 mm dia GI pipe (ISI-Medium) 1.50 mts. average length, with GI socket at one endand thread at the other end & suitable bend to house the fitting &making necy. connections with S&F necy. length of 1.5 sqmmPVC insulated single core stranded annealed copper wire and making connections as required and mending good damages to wall and painting. |
| 132 | Supply & fixing of minimum 30 Watt or higher (Minimum lumen efficacy :110 Lumen/Watt)Street Lightwith fittings & fixures as per direction of EIC. (Make : Crompton/Wipro/Bajaj/ Havells) for street light. |
| 133 | Supply & fixing of minimum 500 Watt or higher (Minimum lumen efficacy : 120 Lumen/Watt)Street Light (IP 66) (Detail specification as per Annexure-I attached) with fittings & fixures as per direction of EIC.(Make : Crompton/Wipro/Bajaj/ Havells ) for street light. |
| 134 | Supply & fixing of minimum 150 Watt or higher (Minimum lumen efficacy :120 Lumen/Watt)Midbay Outdoor Lightwith fittings & fixures (Make : Crompton/ Wipro/ Bajaj/ Havells ) for Overhead light at Kiosk hanging from Struss with necessary arrangement as per direction of EIC. |
| 135 | S&F of 230V timer DB ( with double door sheet steel enclosure, neutral bar, din rail, with lP43 protection comprises with 25A DPMCB (C-curve 10ka), 32A DP Power Contactor and 1 no 24 hr. digital time switchwith internal wiring with suitable size of copper wire including 1 no. toggle switch and LED indicator and earthing attachment as per direction of EIC. (Mk. - L&T/ Siemen/ABB/Legrand) |
| 136 | Supplying & Fixing GI waterproof type looping cable box size 200 x 150 x 100 mm deep having 4 mm thick comprising of one 250 V 15 A kit-kat fuse unit, one NL on porcelain insulator, one compression type brass cable gland for upto 2- core 16 sqmm PVC/A cable and having lined with rubber gasketted GI top cover with brass machine screws etc., earthing terminal with lug, on steel tubular pole near base, including S&F 40x6 mm thick, MS clamps with bolts, nuts etc. including painting with anticorrosive paint. [5/H-5] |
| 137 | Earthing with 50 mm dia GI pipe 3.64 mm thick x 3.04 Mts. long and 1 x 4 SWG GI (Hot Dip) wire (4 Mts. long), 13 mm dia x 80 mm long GI bolts, double nuts, double washers incl. S & F 15 mm dia GI pipe protection (1 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level driven to an average depth of 3.65 Mts. below the ground level[By TATA-Medium GI pipe] [2(a)/G-1]. |
| 138 | Extra for providing masonery enclosure on the top of the earth electrode of overall size 86.36 cm x 86.36 cm x 46 cm deep (below ground level) complete with cemented brick work(1:6) of 25 cm width duly plastered with cement morter (inside) Cl hinged inspection cover of size 36.56 cm x 35.56 cm with locking arrangement, GI reducer including drilling of 46 nos. 12 mm dia holes on the GI pipe. [3(a)/G-2] |
| 139 | Excavation of soil for installation of Earth Electrode and filling & ramming. (For Soft Soil) [1(a)/G-1] |
| 140 | Connecting the equipments to earth busbar including S & F Solid GI (Hot Dip) wire of size as below as per GS No.-4 SWG [5(a)(i)/G-2] |
| 141 | No.-10 SWG [5(a)(iv)/G-2] |
| 142 | SITC of Traffic signal light ( Red / Green / Yellow ) with controller & interconnectioin. |
| 143 | SITC OF DG Set "SITCof 15 KVA, 415V, 50Hz, 3Ø silent new DG Set incl. full tank HSD oil,comprising of Engine, alternator, separate AMF panel, Base frame, Fuel tank, Battery, CPCB-II approved Engine & Acoustic Enclosure having following specifications :- (Conformance Standard : IS 8528, IS 4722) "Engine:- Make : CUMMINS/ Kirloskar/ Ashok leyland/ Greaves Cotton/ Mahindra. Engine Type :4 Stroke Diesel Engine RPM :1500 MoEF certified power :20.5 BHP or Higher Duty : PRIME Cooling:Water cooled with radiator Cylinder : 2 or more Aspiration:Turbo Charged Type of Governor :Electronic Fuel Tank Capacity : Minimum capacity 50 Ltrs. or Higher FuelConsumption at 75% rated Load with Radiator or Fan : 3.0 Ltr./ Hr. or Less. Fuel Consumption at 100% rated Load with Radiator or Fan :4.3 Ltr./ Hr. or Less. Overload Capacity:10% overload for one hour for every 12 hours continuous running at full load or better. Engine instrument Panel : Consisting of starting switch with Key, Lube OilIndicator, water temperature Indicator, RPM indicator and hour meter. |
| 144 | Safety Controls : Emergency Stop, Low Lube Oil Pressure warning/ Shutdown, High Engine Water Temp. warning/ Shutdown, Sensor failure Indicator, Engine over speed indicator,Battery charging and low battery indicator. Exhaust Silencer: Residential Type Starting system:12V/ 24 V. starting system complete with starter motor, charging alternator with rectifier and Cutout as per manufacturer standard. Battery:Lead Acid, Low Maintenance or SMF and conforming to relevant IS Specification with Low/High Battery Voltage and Weak Battery warning. Alternator :- Make : Stamford/ Leroy Some/kirloskar/ABB/Crompton Rating: 415 V, 3Ph. 50 Hz., 15 KVA, 1500 rpm Type : Brushless, self excited and self regulated Insulation:Class H Protection : screen-protected drip proof with Min.IP-23 degree of protection RPM: 1500 Voltage Regulation (max) : ±1% Winding connection : Star with Neutral Total distortion in output waveform : < 5% AMF Panel ( CPRI APPROVED) :- Cubical type floor mounted AMF panel made from 14 SWG Sheet Steel,duly pretreated, powder coated painted and aesthetically finished, suitable for controlling of 15 KVA DG set having following specification/features. i) 2 Nos. 63 A AC1 duty, 4 Pole power contactorandU/V release etc. [Make: ABB/ Legrand/ Siemens/ Schneider/L&T] |
| 145 | ii) 2 Nos. 63 A, 4 Pole, 25 KA MCCB with microprosser based LSIG protection. [Make:ABB/ L&T/Siemens/Legrand/ Schneider] iii) In Built By-Pass switch for rated capacity iv) On -delay timer for load change over v) Off-delay timer for engine shut off vi) Engine On-Off switch (Push button type) vii) Battery charger complete with voltage regulator, booster selector switch, on-off switch, voltmeter and ammeter for charging the battery from mains. This will be in addition to the battery charging alternator fitted on the engine. viii) Minimum five number indicating lamps to indicate "mains ON", "load on mains", Set running", "load on set" and "battery charger on". ix) Audio visual alarm for "Low lubricating oil pressure", "High water temperature, Start failure", and DG over load". ix) Mode selector for setting the panel on Auto/ Man/ Test Mode. x) Microprocessor based relay with composite meter for digital display of following. Generator voltage/AC Mains voltage. Generator Current in all phases Frequency Power Factor Energy Indication for alternator supply. |
| 146 | Running time indications number of hours of operation and service intervals, service due indications. The AMF panel must be designed to ensure trouble free performance and ensure switching over Electrical Load to DG within 15 (fifteen) second from the instant of mains failure. Acoustic Enclosure :- The DG set should have integrated acoustic enclosure at the manufacturing state itself.High quality acoustic enclosure must be certified as per CPCB-II norms. Base Frame :- Common iron channel fabricated base frame containing the engine and alternator, mounted onAVM pads and having provision for lifting Hook. Terms & Conditions :- (i) All materials, equipments & accessories must conform to relevant IS specifications. The DG Set to be supplied must be from the authorizedOEM of the respective Engine Manufacturer. (ii)Necessary manufacturer"s test certificate for Diesel Engine, Alternator etc. Will have to submit in triplicate copy during delivery of the equipment. (iii) Copy of "Type Approval Certificate" and Certificate of "COP" must be produced at the time of delivery issued from competent Authority (As per CPCB-II). (iv) Circuit Diagram for AMF Panel must be submitted from the Manufacturer/ OEM. |
| 147 | SITC of 30 mtr. over all length Polygonal segmented High Mast GI polewith luminaries carriage fixed on re-inforcement steel cement concrete foundation with anchoring "J" bolts with nuts as per attached specification, vide Annexure -I. (Make -Transrail/ Bajaj/ Philips-Signify/ Crompton/ Wipro). |
| 148 | GST @ 18% over Sl. No. 1.00 to 5.49 |
| 149 | Labour Welfare Cess @ 1% over Sl. No. 1.00 to 7.00 |
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