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| Sl. No. | Item Description |
| 1 | Bus Stop |
| 2 | Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the SIPCOT officers with an initial lead of 10 mts and initial lift of 2.00mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the SIPCOT officers. |
| 3 | Supplying and filling in foundation, basement, etc with filling Stone dust/Quarry dust in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the SIPCOT officers. |
| 4 | Providing Plain Cement Concrete 1:3:6(One cement, three sand and six Jelly) using 40mm size Hard broken granite stone jelly for foundation concrete etc. laid in layers not exceeding 15cm thick including dewatering wherever necessary well rammed, consolidated etc. complete complying including cost and conveyance of all materials and labour to work site, mixing, laying, compacting ,curing with all leads of soft potable water with standard specifications and as directed by \\"SIPCOT\\" officers. (in all heights and all depths) |
| 5 | Supply and filling in foundation and basement with Gravel in layers of not more than 15cm.thick well rammed watered and compacted with surface vibrator, watered and consolidated etc. complete complying with standard specification and as directed by the SIPCOT officers. |
| 6 | Providing and laying in position, Standardised Concrete Mix M-25 Grade by insitu manul mix concrete adopting weighing batch method in accordance with IS:456-2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 350 kglm3 and maximum water cement ratio of 0.50, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 Cu.m) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 Cu.m) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m’) 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the SIPCOT officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials). |
| 7 | Supplying, Fabricating and placing in position steel reinforcement grills using M.S. I R.T.S. rods of all sizes of reinforcement for all Reinforced cement: concrete works (for pedestal pillar concrete) including cost and conveyance of steel, binding wire, spacer bars, cover blocks, labour charges for unbending of rods, straightening, cutting, fabricating, tying, lifting, placing in position, overlapping to the required length wherever necessary cover blocks and all other incidental charges etc. complete complying with standard specifications and as directed by \\"SIPCOT\\" officers. (The steel rods must be Fe 500 grade of any brand with ISI marking and necessary test certificate to be produced before using it at site) |
| 8 | Supplying and erecting centering for sides and soffits including necessary supports and strutting up to 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc., complete complying with the standard specificaiton and as directed by SIPCOT officers. (Payment for centering shall be given after the concrete is laid) |
| 9 | For R.C.C. works in foundation and basement such as grid beam, plinth beam, raft beam, raft slab, column base, column footings, other similar nature of works etc all complete Below Plinth |
| 10 | For RCC surface of columns and in small quantities such as sunshades, parapet cum drops, window boxing in projections and other similar works |
| 11 | Brick work in Cement Mortar 1:5 (One part Cement and five part M sand) using best quality of Second Class Ground Moulded Chamber Burnt Bricks 9\\" x 4-1/2\\" x 3\\" for foundation and Floors including curing, etc., complete complying with standard specification and as directed by SIPCOT officers. Foundation & Basement |
| 12 | Paving pre-polished concrete anti-skid step tiles (Required shape and design) of 20mm thick of approved quality and colour laid in accordance with IS 1443 in Cement Mortar 1:3 (One Cement and Three crushed stone sand), with required Cement Slurry and Mortar Plasticizer, 20mm thick and pointed with white cement mixed with colouring pigment at the rate of 0.40 Kg. / sq.m., curing, etc., complete complying with standard specification and as directed by the SIPCOT officers. (The make and brand of the tiles should be got approved by Executive Engineer before use on works) |
| 13 | Plastering with Cement Mortar 1:5 (One cement and Five Plastering sand), 12mm thick in all floors including mortar plasticizer at 200ml per 50Kg of cement used, curing etc. complete complying with standard specification and as directed by the SIPCOT officers. |
| 14 | Painting New Plastered Wall Surface with Two finishing coats of ready mixed Exterior plastic emulsion paint of approved quality and colour over one coat priming coat in all floors including the cost of primer etc., complete complying with standard specification and as directed by the SIPCOT officers.(The make, quality and colour of paint should be got approved by the Executive Engineer before use on works.) |
| 15 | Supply and fixing bus stop shelter of size a 6.0 m long × 2.5m Breadth structure fabricated in SS304, comprising two 225 mm OD × 4 mm thick vertical posts with 150 mm OD × 4 mm thick horizontal beams supporting a roof system of 40 × 40 mm × 2 mm square tube purlins and back frames, with laser‑cut fascia profiles (5 mm thick) and folded flashing/gutter sections (1.6 mm thick) for rainwater management with 2Nos of rain water pipe (each of 3.5m lenght) seating shall consist of a 150 mm OD × 4 mm thick support pipe, 40 × 40 mm × 2 mm intermediate frames, a 100 mm OD × 3 mm backrest pipe, perforated SS sheets (1.0 mm thick) mounted on 6 mm laser‑cut brackets with 4 mm stiffeners, and stainless steel rod fixers milled to design; and be finished in brushed stainless steel with deburred edges, concealed fasteners, and provision for Nearest power sourse, LED lightings with name board arrangement in tamil and english, The roof and back drop is provided with polycarbonate sheet the cost includes all the other required incidental charges etc., all complete complying with standard specifications and as directed by \\"SIPCOT\\" officers |
| 16 | Prefabricated Toilet Block |
| 17 | The EPC tender specification requires the contractor to design, design vetting, engineer, procure, fabricate, transport, install, test, commission, and hand over a prefabricated toilet block of approximate overall size 5.0 m × 3.0 m × 2.6 m (L × W × H), constructed on an RCC plinth (M25) raised 150 mm above grade with apron paving and drainage, framed in IS 2062 powder coated steel and enclosed with 40–60 mm fire retardant PUF sandwich panels and insulated sloped PPGI roofing; the male section shall comprise 1 European Water Closet (EWC), 2 ceramic urinals with partitions, and 1 wash basin, while the female section shall comprise 1 Indian Water Closet (IWC), 1 European Water Closet (EWC), and 1 wash basin, each cubicle fitted with FRP/steel doors with privacy locks, vitrified anti skid tile flooring, washable antimicrobial wall finishes, stainless steel floor drains, CPVC piping connected to a 200 L HDPE overhead tank and SIPCOT sewer/septic/bio digester, exhaust fans and louvers for ventilation, SPN DB with RCCB/MCBs, concealed FRLS wiring, LED lighting, sockets, earthing ≤ 2 Ω, external floodlight, fire extinguishers and glow signage, stainless steel washing sink with tap, mirror, soap dispenser, accessibility ramp (1:12) with gender specific signage, and provision for CCTV/security if required; the contractor shall submit GA drawings, structural calculations, plumbing/electrical layouts, QA/QC plan, obtain statutory clearances, provide as built drawings, O&M manuals, warranties, and maintain defect liability for 12–24 months, ensuring compliance with IS codes, NBC, CPHEEO ManualNote: Note: Drawings must be submitted and got approved from SIPCOT before execution of the work |
| 18 | Site Grading |
| 19 | Supplying and filling in foundation, basement, etc with conveyed earth in layers of not more than 150mm thick layers well watered, rammed with surface vibrator and consolidated including conveyance charges etc. complete complying with standard specification and as directed by the SIPCOT officers. |
| 20 | Street Art |
| 21 | Design, engineering, procurement, fabrication, and installation of a large-scale street art sculptures installed entirely from recycled steel/metals materials. The street art sculptures art work will serve as a landmark installation that symbolizes sustainability, innovation, and artistic expression, while promoting the reuse of industrial scrap in creative applications.The EPC contractor will be responsible for:• Developing a structurally sound design that captures the aesthetic form of a art• Procuring and processing waste steel (plates, rods, rebar, and other scrap) to meet structural and artistic requirements.• Fabricating components through cutting, welding, and shaping, followed by surface finishing and protective coating to ensure durability.• Constructing a reinforced concrete foundation to support the street art sculptures load and withstand environmental conditions.• Conducting quality assurance tests (including weld inspections and non-destructive testing) to certify safety and longevity.• Delivering the completed art with all documentation, drawings, and certifications. Sculpture dimension: Tentative dimensions are mentioned below and the final or suitable dimension shall be approved by the SIPCOT officials before execution of work The street art sculptures is envisioned as a public art installation with a minimum lifespan of 25 years, requiring only periodic maintenance Complete complying with standard specification as directed by the SIPCOT Officers. |
| 22 | Police Booth |
| 23 | The contractor shall design, engineer, procure, manufacture, transport, construct, install, test, commission, and hand over a prefabricated police booth with an integrated toilet on a turnkey EPC basis, complete in all respects. The booth shall have a recommended overall size of approximately 3.60 m (L) × 2.40 m (W) × 2.70 m (H), with a minimum internal clear height of 2.40 m, comprising a police duty area and a separate toilet area. The scope of work shall include site survey, RCC foundations with necessary plinth, prefabricated steel superstructure, insulated wall and roof panels, doors, windows, flooring, internal and external finishes, and complete MEP services. Electrical works shall include internal wiring, LED lighting, power sockets, distribution board with MCB and ELCB, earthing, and external lighting. Plumbing and sanitary works shall include CPVC and UPVC piping, water supply, drainage connections, sanitary fixtures, ventilation, and exhaust systems for the toilet. The booth shall be provided with safety and security features such as CCTV provision, fire extinguisher, emergency switch, police signage, and adequate ventilation. All works shall comply with relevant IS codes, NBC, local authority regulations, and police department requirements. The contractor shall obtain all statutory approvals, design vetting, carry out testing and commissioning of all systems, submit as-built drawings and O&M manuals, and hand over the facility in a fully functional condition, with a defect liability period of not less than 12 months, etc., complete complying with standard specification and as directed by the SIPCOT officers. |
| 24 | Dust Bin |
| 25 | Supply and fixing of stainless steel 3-in-1 dustbin station consisting of three cylindrical containers fabricated from high-grade perforated stainless steel (SS 304), each mounted securely on a powder-coated mild steel frame with horizontal support bars and a slanted weather-resistant roof for outdoor durability. Each bin shall be clearly labeled for waste segregation—wet waste, dry waste, and recyclable waste—and shall include individual lids or covers to minimize odor and contamination. The unit shall be designed for public use in parks, streets, and institutional campuses, with a total capacity of approximately 90–120 liters. The supply includes delivery of the complete unit to site, and fixing shall involve anchoring the frame to a firm concrete base using stainless steel bolts and washers, ensuring stability and resistance to vandalism or displacement. All materials and workmanship shall conform to standard specification and as directed by the SIPCOT Officers. |
| 26 | Signage |
| 27 | Design, supply, fabrication, installation and commissioning of Entrance Monument / Name Board (WELCOME TO SIPCOT) of overall size 8000 mm length and 3600 mm height, complete in all respects, strictly as per approved drawing and site requirements. The work shall include RCC foundation with excavation, PCC 100 mm thick, and RCC footing and pedestal in M25 concrete with Fe500 reinforcement, properly cured and backfilled. The base plinth shall be 1000 mm high and 8000 mm long, finished with brick cladding / stone veneer neatly pointed. Above the plinth, the superstructure shall comprise RCC / solid block masonry of minimum 150 mm thickness, with a central horizontal signage panel of 5000 mm length and a left-side vertical feature block of 1200 mm width, offset 750 mm from the left edge, finished with approved exterior-grade textured plaster / stone finish. A vertical logo feature of 750 mm width and 2000 mm height shall be provided with SIPCOT emblem in SS 304 / aluminium, CNC cut and fixed centrally. The signage text “WELCOME TO SIPCOT” shall be executed using 3D individual letters, with “WELCOME TO” letter height approximately 350 mm and “SIPCOT” letter height approximately 1000 mm, fabricated from aluminium / SS / acrylic with concealed fixing, finished in approved colour. The overall wall thickness shall be 300 mm, with projections and offsets as shown in the drawing. The work shall also include concealed electrical conduits and wiring for LED lighting, complete with drivers, earthing and testing. All exposed surfaces shall receive weather-resistant, anti-fungal exterior finish, joints neatly sealed, and the entire installation completed including all materials, labour, tools, transportation, scaffolding, cleaning and making good, etc., complete complying with standard specification and as directed by the SIPCOT officers.Note: Drawings must be submitted and approval obtained from SIPCOT before execution of the work |
| 28 | Design, supply, fabrication and installation of free-standing monument signage as per approved drawings, with an overall height of 2100 mm from finished ground level. The signage shall comprise a tapered RCC / solid masonry core structure with a front visible width of 1500 mm and overall depth of 230 mm. The face wall shall have a width of 1500 mm, height of 1800 mm, and depth of 150 mm, structurally designed for stability. The exposed face shall be finished with natural random rubble stone cladding of approved colour and texture, mechanically fixed and neatly pointed. A horizontal signage band of 1350 mm length, 450 mm height, and 100 mm depth shall be provided at the top front, fabricated from ACP panel finished in approved dark matte colour. The signage text shall be laser-cut lettering, fixed using concealed studs, with lettering size, font, and layout strictly as per approved artwork. The internal support frame for the signage panel shall be fabricated from MS sections, treated with zinc primer and finished with epoxy paint. The foundation shall include PCC and RCC footing of adequate size and depth, complete with anchor bolts, proper alignment, and leveling. All exposed metal edges shall be chamfered, stone joints properly sealed, and all surfaces cleaned upon completion. The rate shall include excavation, concrete works, masonry/RCC, stone cladding, ACP signage panel, lettering, fixing accessories, finishing, transportation, installation, and all incidental works complete, in accordance with standard architectural practices etc., complete complying with standard specification and as directed by the SIPCOT officers.Note: Drawings must be submitted and approval obtained from SIPCOT before execution of the work |
| 29 | Design, supply, fabrication, installation and commissioning of free-standing pedestrian wayfinding / information kiosk signage of size 2400 mm high × 900 mm wide × 100 mm deep, comprising SS 304 or powder-coated MS frame (40×40×2 mm) with concealed fixing, mounted on 10 mm thick MS base plate with anchor bolts, finished with SS brushed No.4 or epoxy zinc primer with polyester powder coating (60–80 microns), provided with 3/4 mm exterior-grade PVDF-coated ACP panels and digitally printed vinyl graphics (eco-solvent/UV) with anti-graffiti laminate, maps and directions being interchangeable/replaceable, complete with backlit low-voltage IP65 LED illumination, concealed wiring and lockable access panel, designed with rounded edges and anti-rust, anti-vandal, UV-resistant, weather-proof construction suitable for wind speeds up to 150 km/h, fixed on RCC M25 foundation or concealed chemical anchor bolts with minimum embedment of 300–500 mm as per site conditions, including all materials, labour, tools, equipment, transport, testing and commissioning as directed by the SIPCOT Officer, with warranty of 5 years for structure, 2 years for graphics/prints and 2 years for illumination, etc., complete complying with standard specification and as directed by the SIPCOT officers.Note: Drawings must be submitted and approval obtained from SIPCOT before execution of the work |
| 30 | Design, supply, fabrication and installation of free-standing vertical wayfinding signage comprising a stone-clad vertical pier of 1800 mm overall height, 1200 mm base width, and 300 mm depth, including a 300 mm high base portion and a 1500 mm high tapered stone pier above. The pier shall be finished on all exposed faces with natural cut stone / random rubble stone cladding of approved colour and texture, neatly pointed. Provide a double-sided directory panel of 1500 mm height × 750 mm width × 100 mm depth, fabricated from powder-coated aluminium with ACP cladding in approved dark grey matte finish, displaying facilities/amenities and directional arrows using laser-cut acrylic letters with LED illumination, as per approved artwork. The panel shall be supported on MS internal framing treated with zinc-rich primer and epoxy paint and securely fixed to the stone pier using concealed brackets. The work shall include PCC and RCC foundation, anchor bolts, excavation, LED lighting system, installation, finishing, transportation, and all incidental works complete, etc., complete complying with standard specification and as directed by the SIPCOT officers.Note: Shop Drawings must be submitted and approval obtained from SIPCOT before execution of the work |
| 31 | Play Ground Basket Ball |
| 32 | Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the SIPCOT officers with an initial lead of 10 mts and initial lift of 2.00mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the SIPCOT officers. 0 to 2M depth |
| 33 | Earth work open excavation by manual means in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the SIPCOT officers and clearing and levelling the site, etc., complete complying with standard specification and as direct-ed by the SIPCOT officers. 0 to 2M depth |
| 34 | Providing Plain Cement Concrete 1:4:8 (One cement, four sand and eight Jelly) using 40mm size Hard broken granite stone jelly for foundation concrete etc. laid in layers not exceeding 15cm thick including dewatering wherever necessary well rammed, consolidated etc. complete complying including cost and conveyance of all materials and labour to work site, mixing, laying, compacting ,curing with all leads of soft potable water with standard specifications and as directed by \\"SIPCOT\\" officers. (in all heights and all depths) |
| 35 | Providing, laying, spreading and compacting graded stone aggregates for Granular Sub Base, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges as per clause 406 of MORTH Rev-5, etc., complete complying with standard specification and as directed by the SIPCOT officers. |
| 36 | Providing and laying in position, Standardised Concrete Mix M-25 Grade by insitu manual mix concrete adopting weighing batch method in accordance with IS:456-2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 350 kglm3 and maximum water cement ratio of 0.50, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 Cu.m) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 Cu.m) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m’) 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the SIPCOT officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials). In Foundation and Basement |
| 37 | Providing and laying in position, standardised concrete Mix M-20 Grade by insitu manual mix concrete adopting weighing batch method in accordance with IS:456-2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 325 kg/m3 and maximum water cement ratio of 0.55, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without inspiring strength and durability with about (5 Cu.m) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 Cu.m) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m) 7670 kg. of crushed stone sand, but excluding cost ofreinforcement grill and fabricating charges, centering and shuttering and also including laying,vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc.,complete complying with standard specification and as directed by the SIPCOT officers. The coarse and fine aggregates to be used should comply with the requirements of IS standards. (No separate payment will be made by the Department for the excess usage of materials). In Foundation and Basement |
| 38 | Providing, laying and finishing in-situ cement concrete flooring for playground areas using machine-operated power trowel (power travel) finishing, to achieve a smooth, dense, hard-wearing and uniform surface, etc., complete complying with standard specification and as directed by the SIPCOT officers. |
| 39 | Providing and cutting contraction/control grooves in finished in-situ cement concrete playground surface using approved mechanical groove cutting machine with diamond blade, carried out 24 to 48 hours after concreting or as directed by the SIPCOT Officers, to control shrinkage cracks and to form panels of approved size and pattern. The grooves shall be 5 mm wide and one-fourth of the slab thickness and shall be cut true to line without edge damage. After cutting, the grooves shall be thoroughly cleaned using wire brush and compressed air to remove all dust, slurry and loose particles. The cleaned grooves shall be filled with approved elastomeric joint sealing compound such as polysulphide or polyurethane (PU) based sealant suitable for external concrete playground surfaces. The sealant shall be applied using approved applicators and finished flush with the concrete surface. The filled grooves shall be protected from traffic, dust and moisture until complete curing. Measurement shall be in running metres and the rate shall include cost of all materials, labour, tools, plant, curing and incidental works, etc., complete complying with standard specification and as directed by the SIPCOT officers. |
| 40 | Supplying and erecting centering for sides and soffits including necessary supports and strutting up to 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc., complete complying with the standard specificaiton and as directed by SIPCOT officers. (Payment for centering shall be given after the concrete is laid) |
| 41 | For R.C.C. works in foundation and basement such as grid beam, plinth beam, raft beam, raft slab, column base, column footings, other similar nature of works etc all complete |
| 42 | Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel reinforcement grills of all variety like HYSD/CTD/TMTand all grade like Fe 500, Fe550D, Fe 500 D etc., for all RCC works as per design given including cost of steel reinforcement and G.I. binding wire, wastage etc. complete complying with standard specification and as directed by the SIPCOT officers.(Contractor has to make his own arrangements for the supply of steel reinforcement and binding wire) |
| 43 | Providing and placing factory-made welded steel wire mesh reinforcement in floor concrete work, conforming to IS 1566 / IS 4926, of Fe 500 / Fe 500D grade, electrically welded at all intersections, with 100 mm × 100 mm spacing and 4 mm dia wires, including cutting, placing, fixing, providing minimum 150 mm laps, tying with GI binding wire, proper supports and cover, etc., complete complying with standard specification and as directed by the SIPCOT officers. |
| 44 | Plastering with Cement Mortar 1:5 (One cement and Five Plastering sand), 12mm thick in all floors including mortar plasticizer at 200ml per 50Kg of cement used, curing etc. complete complying with standard specification and as directed by the SIPCOT officers. |
| 45 | Painting the wall two coats with approved weather proof Exterior Emulsion paint over one primer coat on cement plastered wall surface etc., complete complying with standard specification and as directed by the SIPCOT officers. |
| 46 | Supplying and fixing of 8′-0″ basketball post complete with backboard of size 6′-0″ × 3′-6″ made of 25 mm thick, top-quality fiberglass board, mounted on a rectangular aluminium support frame, conforming to NPA standards. The item shall include standard basketball ring with spring mechanism and nylon net, complete with all fixtures, fittings of movable type, transportation, erection, alignment, and installation charges, all complete as directed by the SIPCOT Officers. |
| 47 | Providing and laying outdoor playground court flooring with an 8-layer cushioned synthetic acrylic colour coating system over a properly prepared and approved asphaltic or cement concrete base, complete. The system shall include an acrylic primer, three cushioning acrylic layers for shock absorption and player comfort, an acrylic resurfacer with graded silica sand for surface levelling, two acrylic base coats for uniform texture, colour, and controlled traction, and a final acrylic top coat providing a UV-resistant, anti-skid, weather-resistant, and wear-resistant finish. The cushioned acrylic surface shall be suitable for long hours of outdoor play, reduce fatigue and impact stress, and minimize injury risk. The finished surface shall be seamless and non-slip and marking lines, manufacturer’s recommendations, etc., complete complying with standard specification and as directed by the SIPCOT officers. |
| 48 | Badmiton |
| 49 | Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2.00mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the SIPCOT officers. 0 to 2M depth |
| 50 | Earth work open excavation by manual means in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification and as directed by the SIPCOT officers. 0 to 2 M depth |
| 51 | Providing Plain Cement Concrete 1:4:8(One cement, four sand and eight Jelly) using 40mm size Hard broken granite stone jelly for foundation concrete etc. laid in layers not exceeding 15cm thick including dewatering wherever necessary well rammed, consolidated etc. complete complying including cost and conveyance of all materials and labour to work site, mixing, laying, compacting ,curing with all leads of soft potable water with standard specifications and as directed by \\"SIPCOT\\" officers. (in all heights and all depths) |
| 52 | Providing, laying, spreading and compacting graded stone aggregates for Granular Sub Base, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 and as directed by SIPCOT Officers |
| 53 | Providing and laying in position, Standardised Concrete Mix M-25 Grade by insitu manual mix concrete adopting weighing batch method in accordance with IS:456-2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 350 kglm3 and maximum water cement ratio of 0.50, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 Cu.m) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 Cu.m) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m’) 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the SIPCOT officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials). In Foundation and Basement |
| 54 | Providing and laying in position, standardised concrete Mix M-20 Grade by insitu manual mix concrete adopting weighing batch method in accordance with IS:456-2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 325 kg/m3 and maximum water cement ratio of 0.55, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without inspiring strength and durability with about (5 Cu.m) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 Cu.m) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m) 7670 kg. of crushed stone sand, but excluding cost ofreinforcement grill and fabricating charges, centering and shuttering and also including laying,vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc.,complete complying with standard specification and as directed by the SIPCOT officers. The coarse and fine aggregates to be used should comply with the requirements of IS standards. (No separate payment will be made by the Department for the excess usage of materials). |
| 55 | Providing, laying and finishing in-situ cement concrete flooring for playground areas using machine-operated power trowel (power travel) finishing, to achieve a smooth, dense, hard-wearing and uniform surface etc., complete complying with standard specification and as directed by the SIPCOT officers. |
| 56 | Providing and cutting contraction/control grooves in finished in-situ cement concrete playground surface using approved mechanical groove cutting machine with diamond blade, carried out 24 to 48 hours after concreting or as directed by the SIPCOT Officers, to control shrinkage cracks and to form panels of approved size and pattern. The grooves shall be 5 mm wide and one-fourth of the slab thickness and shall be cut true to line without edge damage. After cutting, the grooves shall be thoroughly cleaned using wire brush and compressed air to remove all dust, slurry and loose particles. The cleaned grooves shall be filled with approved elastomeric joint sealing compound such as polysulphide or polyurethane (PU) based sealant suitable for external concrete playground surfaces. The sealant shall be applied using approved applicators and finished flush with the concrete surface. The filled grooves shall be protected from traffic, dust and moisture until complete curing. Measurement shall be in running metres and the rate shall include cost of all materials, labour, tools, plant, curing and incidental works, etc., complete complying with standard specification and as directed by the SIPCOT officers. |
| 57 | Supplying and erecting centering for sides and soffits including necessary supports and strutting up to 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc., complete complying with the standard specificaiton and as directed by SIPCOT officers. (Payment for centering shall be given after the concrete is laid) |
| 58 | For R.C.C. works in foundation and basement such as grid beam, plinth beam, raft beam, raft slab, column base, column footings, other similar nature of works etc all complete |
| 59 | Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel reinforcement grills of all variety like HYSD/CTD/TMTand all grade like Fe 500, Fe550D, Fe 500 D etc., for all RCC works as per design given including cost of steel reinforcement and G.I. binding wire, wastage etc. complete complying with standard specification and as directed by the SIPCOT officers.(Contractor has to make his own arrangements for the supply of steel reinforcement and binding wire) |
| 60 | Providing and placing factory-made welded steel wire mesh reinforcement in floor concrete work, conforming to IS 1566 / IS 4926, of Fe 500 / Fe 500D grade, electrically welded at all intersections, with 100 mm × 100 mm spacing and 4 mm dia wires, including cutting, placing, fixing, providing minimum 150 mm laps, tying with GI binding wire, proper supports and cover, etc., complete complying with standard specification and as directed by the SIPCOT officers. |
| 61 | Plastering with Cement Mortar 1:5 (One cement and Five Plastering sand), 12mm thick in all floors including mortar plasticizer at 200ml per 50Kg of cement used, curing etc., complete complying with standard specification and as directed by the SIPCOT officers. |
| 62 | Painting the wall two coats with approved weather proof Exterior Emulsion paint over one primer coat on cement plastered wall surface etc., complete complying with standard specification and as directed by the SIPCOT officers. |
| 63 | Supply and installation of regulation badminton net measuring 6.1 m in length and 0.76 m in height, manufactured from durable nylon or polyester cord with reinforced headband for strength, complete with galvanized steel or aluminum posts fitted with tensioning mechanism for proper net adjustment; posts to be securely anchored in reinforced concrete foundations with protective ground sleeves, finished with rust-resistant powder coating, suitable for indoor and outdoor use, conforming to BWF standards, and supplied with warranty against manufacturing defects etc., complete complying with standard specification and as directed by the SIPCOT officers. |
| 64 | Providing and laying outdoor playground court flooring with an 8-layer cushioned synthetic acrylic colour coating system over a properly prepared and approved asphaltic or cement concrete base, complete. The system shall include an acrylic primer, three cushioning acrylic layers for shock absorption and player comfort, an acrylic resurfacer with graded silica sand for surface levelling, two acrylic base coats for uniform texture, colour, and controlled traction, and a final acrylic top coat providing a UV-resistant, anti-skid, weather-resistant, and wear-resistant finish. The cushioned acrylic surface shall be suitable for long hours of outdoor play, reduce fatigue and impact stress, and minimize injury risk. The finished surface shall be seamless and non-slip and marking lines, manufacturer’s recommendations, etc., complete complying with standard specification and as directed by the SIPCOT officers. |
| 65 | Tennis |
| 66 | Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the SIPCOT officers with an initial lead of 10 mts and initial lift of 2.00mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the SIPCOT officers. 0 to 2M depth |
| 67 | Earth work open excavation by manual means in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the SIPCOT officers and clearing and levelling the site, etc., complete complying with standard specification and as directed by the SIPCOT officers. 0 to 2M depth |
| 68 | Providing Plain Cement Concrete 1:4:8(One cement, four sand and eight Jelly) using 40mm size Hard broken granite stone jelly for foundation concrete etc. laid in layers not exceeding 15cm thick including dewatering wherever necessary well rammed, consolidated etc. complete complying including cost and conveyance of all materials and labour to work site, mixing, laying, compacting ,curing with all leads of soft potable water with standard specifications and as directed by \\"SIPCOT\\" officers. (in all heights and all depths) |
| 69 | Providing, laying, spreading and compacting graded stone aggregates for Granular Sub Base, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges as per clause 406 of MORTH Rev-5, etc., complete complying with standard specification and as directed by the SIPCOT officers. |
| 70 | Providing and laying in position, Standardised Concrete Mix M-25 Grade by insitu manual mix concrete adopting weighing batch method in accordance with IS:456-2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 350 kglm3 and maximum water cement ratio of 0.50, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 Cu.m) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 Cu.m) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m’) 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the SIPCOT officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials). In Foundation and Basement |
| 71 | Providing and laying in position, standardised concrete Mix M-20 Grade by insitu manual mix concrete adopting weighing batch method in accordance with IS:456-2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 325 kg/m3 and maximum water cement ratio of 0.55, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without inspiring strength and durability with about (5 Cu.m) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 Cu.m) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m) 7670 kg. of crushed stone sand, but excluding cost ofreinforcement grill and fabricating charges, centering and shuttering and also including laying,vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc.,complete complying with standard specification and as directed by the SIPCOT officers. The coarse and fine aggregates to be used should comply with the requirements of IS standards. (No separate payment will be made by the Department for the excess usage of materials). In Foundation and Basement |
| 72 | Providing, laying and finishing in-situ cement concrete flooring for playground areas using machine-operated power trowel (power travel) finishing, to achieve a smooth, dense, hard-wearing and uniform surface, etc., complete complying with standard specification and as directed by the SIPCOT officers. |
| 73 | Providing and cutting contraction/control grooves in finished in-situ cement concrete playground surface using approved mechanical groove cutting machine with diamond blade, carried out 24 to 48 hours after concreting or as directed by the SIPCOT Officer, to control shrinkage cracks and to form panels of approved size and pattern. The grooves shall be 5 mm wide and one-fourth of the slab thickness and shall be cut true to line without edge damage. After cutting, the grooves shall be thoroughly cleaned using wire brush and compressed air to remove all dust, slurry and loose particles. The cleaned grooves shall be filled with approved elastomeric joint sealing compound such as polysulphide or polyurethane (PU) based sealant suitable for external concrete playground surfaces. The sealant shall be applied using approved applicators and finished flush with the concrete surface. The filled grooves shall be protected from traffic, dust and moisture until complete curing. Measurement shall be in running metres and the rate shall include cost of all materials, labour, tools, plant, curing and incidental works, etc., complete complying with standard specification and as directed by the SIPCOT officers. |
| 74 | Supplying and erecting centering for sides and soffits including necessary supports and strutting up to 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc., complete complying with the standard specificaiton and as directed by SIPCOT officers. (Payment for centering shall be given after the concrete is laid) |
| 75 | For R.C.C. works in foundation and basement such as grid beam, plinth beam, raft beam, raft slab, column base, column footings, other similar nature of works etc all complete |
| 76 | Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel reinforcement grills of all variety like HYSD/CTD/TMTand all grade like Fe 500, Fe550D, Fe 500 D etc., for all RCC works as per design given including cost of steel reinforcement and G.I. binding wire, wastage etc. complete complying with standard specification and as directed by the SIPCOT officers.(Contractor has to make his own arrangements for the supply of steel reinforcement and binding wire) |
| 77 | Providing and placing factory-made welded steel wire mesh reinforcement in floor concrete work, conforming to IS 1566 / IS 4926, of Fe 500 / Fe 500D grade, electrically welded at all intersections, with 100 mm × 100 mm spacing and 4 mm dia wires, including cutting, placing, fixing, providing minimum 150 mm laps, tying with GI binding wire, proper supports and cover, etc., complete complying with standard specification and as directed by the SIPCOT officers. |
| 78 | Plastering with Cement Mortar 1:5 (One cement and Five Plastering sand), 12mm thick in all floors including mortar plasticizer at 200ml per 50Kg of cement used, curing etc., complete complying with standard specification and as directed by the SIPCOT officers. |
| 79 | Painting the wall two coats with approved weather proof Exterior Emulsion paint over one primer coat on cement plastered wall surface ect., complete complying with standard specification and as directed by the SIPCOT officers. |
| 80 | Supply and installation of regulation tennis net measuring 12.8 m in length and 1.07 m in height, manufactured from durable braided nylon or polyester cord with double top headband for strength, complete with galvanized steel or aluminum posts fitted with internal or external winding mechanism for net tension adjustment, and center strap of adjustable type to maintain correct net height; posts to be securely anchored in reinforced concrete foundations with protective ground sleeves, finished with rust-resistant powder coating, suitable for indoor and outdoor use, conforming to ITF standards, and supplied with warranty against manufacturing defects etc., complete complying with standard specification and as directed by the SIPCOT officers. |
| 81 | Providing and laying outdoor playground court flooring with an 8-layer cushioned synthetic acrylic colour coating system over a properly prepared and approved asphaltic or cement concrete base, complete. The system shall include an acrylic primer, three cushioning acrylic layers for shock absorption and player comfort, an acrylic resurfacer with graded silica sand for surface levelling, two acrylic base coats for uniform texture, colour, and controlled traction, and a final acrylic top coat providing a UV-resistant, anti-skid, weather-resistant, and wear-resistant finish. The cushioned acrylic surface shall be suitable for long hours of outdoor play, reduce fatigue and impact stress, and minimize injury risk. The finished surface shall be seamless and non-slip and marking lines, manufacturer’s recommendations, etc., complete complying with standard specification and as directed by the SIPCOT officers. |
| 82 | Volleyball |
| 83 | Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the SIPCOT officers with an initial lead of 10 mts and initial lift of 2.00mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the SIPCOT officers. 0 to 2M depth |
| 84 | Earth work open excavation by manual means in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the SIPCOT officers and clearing and levelling the site, etc., complete complying with standard specification and as directed by the SIPCOT officers. 0 to 2M depth |
| 85 | Providing Plain Cement Concrete 1:4:8(One cement, four sand and eight Jelly) using 40mm size Hard broken granite stone jelly for foundation concrete etc. laid in layers not exceeding 15cm thick including dewatering wherever necessary well rammed, consolidated etc. complete complying including cost and conveyance of all materials and labour to work site, mixing, laying, compacting ,curing with all leads of soft potable water with standard specifications and as directed by \\"SIPCOT\\" officers. (in all heights and all depths) |
| 86 | Providing, laying, spreading and compacting graded stone aggregates for Granular Sub Base, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges as per clause 406 of MORTH Rev-5, etc., complete complying with standard specification and as directed by the SIPCOT officers. |
| 87 | Providing and laying in position, Standardised Concrete Mix M-25 Grade by insitu manual mix concrete adopting weighing batch method in accordance with IS:456-2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 350 kglm3 and maximum water cement ratio of 0.50, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 Cu.m) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 Cu.m) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m’) 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the SIPCOT officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials). In Foundation and Basement |
| 88 | Providing and laying in position, standardised concrete Mix M-20 Grade by insitu manual mix concrete adopting weighing batch method in accordance with IS:456-2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 325 kg/m3 and maximum water cement ratio of 0.55, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without inspiring strength and durability with about (5 Cu.m) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 Cu.m) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m) 7670 kg. of crushed stone sand, but excluding cost ofreinforcement grill and fabricating charges, centering and shuttering and also including laying,vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc.,complete complying with standard specification and as directed by the SIPCOT officers. The coarse and fine aggregates to be used should comply with the requirements of IS standards. (No separate payment will be made by the Department for the excess usage of materials). In Foundation and Basement |
| 89 | Providing, laying and finishing in-situ cement concrete flooring for playground areas using machine-operated power trowel (power travel) finishing, to achieve a smooth, dense, hard-wearing and uniform surface, etc., complete complying with standard specification and as directed by the SIPCOT officers. |
| 90 | Providing and cutting contraction/control grooves in finished in-situ cement concrete playground surface using approved mechanical groove cutting machine with diamond blade, carried out 24 to 48 hours after concreting or as directed by the SIPCOT Officer, to control shrinkage cracks and to form panels of approved size and pattern. The grooves shall be 5 mm wide and one-fourth of the slab thickness and shall be cut true to line without edge damage. After cutting, the grooves shall be thoroughly cleaned using wire brush and compressed air to remove all dust, slurry and loose particles. The cleaned grooves shall be filled with approved elastomeric joint sealing compound such as polysulphide or polyurethane (PU) based sealant suitable for external concrete playground surfaces. The sealant shall be applied using approved applicators and finished flush with the concrete surface. The filled grooves shall be protected from traffic, dust and moisture until complete curing. Measurement shall be in running metres and the rate shall include cost of all materials, labour, tools, plant, curing and incidental works, cetc., complete complying with standard specification and as directed by the SIPCOT officers. |
| 91 | Supplying and erecting centering for sides and soffits including necessary supports and strutting up to 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc., complete complying with the standard specificaiton and as directed by SIPCOT officers. (Payment for centering shall be given after the concrete is laid) |
| 92 | For R.C.C. works in foundation and basement such as grid beam, plinth beam, raft beam, raft slab, column base, column footings, other similar nature of works etc all complete |
| 93 | Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel reinforcement grills of all variety like HYSD/CTD/TMTand all grade like Fe 500, Fe550D, Fe 500 D etc., for all RCC works as per design given including cost of steel reinforcement and G.I. binding wire, wastage etc. complete complying with standard specification and as directed by the SIPCOT officers. (Contractor has to make his own arrangements for the supply of steel reinforcement and binding wire) |
| 94 | Providing and placing factory-made welded steel wire mesh reinforcement in floor concrete work, conforming to IS 1566 / IS 4926, of Fe 500 / Fe 500D grade, electrically welded at all intersections, with 100 mm × 100 mm spacing and 4 mm dia wires, including cutting, placing, fixing, providing minimum 150 mm laps, tying with GI binding wire, proper supports and cover, etc., complete complying with standard specification and as directed by the SIPCOT officers. |
| 95 | Plastering with Cement Mortar 1:5 (One cement and Five Plastering sand), 12mm thick in all floors including mortar plasticizer at 200ml per 50Kg of cement used, curing etc., complete complying with standard specification and as directed by the SIPCOT officers. |
| 96 | Painting the wall two coats with approved weather proof Exterior Emulsion paint over one primer coat on cement plastered wall surface ect., complete complying with standard specification and as directed by the SIPCOT officers. |
| 97 | Supply and Fixing of a complete volleyball net system comprising a regulation net (9.5–10 m length, 1 m height, 10 cm square mesh, heavy-duty vinyl bands on top and bottom, reinforced side bands), two heavy-duty steel or aluminum poles with powder coating and protective padding, adjustable height from 2.20 m to 2.45 m via crank or telescopic mechanism, and a durable tensioning system with winch or pulley for secure net tightening; the set must conform to FIVB standards, be suitable for indoor and outdoor use, include anchoring sockets or floor sleeves, and carry a minimum one-year warranty against manufacturing defects et c., complete complying with standard specification and as directed by the SIPCOT officers. |
| 98 | Providing and laying outdoor playground court flooring with an 8-layer cushioned synthetic acrylic colour coating system over a properly prepared and approved asphaltic or cement concrete base, complete. The system shall include an acrylic primer, three cushioning acrylic layers for shock absorption and player comfort, an acrylic resurfacer with graded silica sand for surface levelling, two acrylic base coats for uniform texture, colour, and controlled traction, and a final acrylic top coat providing a UV-resistant, anti-skid, weather-resistant, and wear-resistant finish. The cushioned acrylic surface shall be suitable for long hours of outdoor play, reduce fatigue and impact stress, and minimize injury risk. The finished surface shall be seamless and non-slip and marking lines, manufacturer’s recommendations, etc., complete complying with standard specification and as directed by the SIPCOT officers. |
| 99 | Fencing |
| 100 | Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the SIPCOT officers with an initial lead of 10 mts and initial lift of 2.00mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the SIPCOT officers. 0 to 2M depth |
| 101 | Providing 300mm dia Auger pile to required depth in CC 1:3:6 (one of cement, three of sand, six of hard broken jelly) using 20mm gauge HBG stone jelly excluding cost and fabrication of steel reinforcement grills but including cost of concrete, pouring, Augering, curing, compacting, hire charges for tools and plants etc, complete complying with standard specification and as directed by the SIPCOT officers. |
| 102 | Cement Concrete 1:3:6 (One Cement, Three crushed stone sand and Six broken stone jelly) using 20mm size hard broken stone jelly for dummy columns,etc., excluding cost of centering shuttering reinforcement grills and fabrication charges but including Cost of Mortar Plasticizer, curing etc. complete complying with standard specification and as directed by the SIPCOT officers. (Dummy columns should be at least 1 metre height)-Mixing by mechanical means |
| 103 | Providing and laying in position, Standardised Concrete Mix M-25 Grade by insitu manual mix concrete adopting weighing batch method in accordance with IS:456-2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 350 kglm3 and maximum water cement ratio of 0.50, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 Cu.m) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 Cu.m) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m’) 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the SIPCOT officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials). |
| 104 | In Foundation and Basement |
| 105 | In Ground floor |
| 106 | Supplying and erecting centering for sides and soffits including necessary supports and strutting up to 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc., complete complying with the standard specificaiton and as directed by SIPCOT officers. (Payment for centering shall be given after the concrete is laid) |
| 107 | For R.C.C. works in foundation and basement such as grid beam, plinth beam, raft beam, raft slab, column base, column footings, other similar nature of works etc all complete |
| 108 | For RCC surface of columns and in small quantities such as sunshades, parapet cum drops, window boxing in projections and other similar works.below plinth |
| 109 | For RCC surface of columns and in small quantities such as sunshades, parapet cum drops, window boxing in projections and other similar works .Above plinth |
| 110 | Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel reinforcement grills of all variety like HYSD/CTD/TMTand all grade like Fe 500, Fe550D, Fe 500 D etc., for all RCC works as per design given including cost of steel reinforcement and G.I. binding wire, wastage etc. complete complying with standard specification and as directed by the SIPCOT officers.(Contractor has to make his own arrangements for the supply of steel reinforcement and binding wire) |
| 111 | Supplying and Fixing in position of barbed wire fencing using 10 gauge 2 ply 4 pronged barbed wire (Galvanised) etc., complete complying with standard specification and as directed by the SIPCOT officers. |
| 112 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required etc., complete complying with standard specification and as directed by the SIPCOT officers. |
| 113 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer etc. all complete complying with standard specifications and as directed by \\"SIPCOT\\" officers. |
| 114 | Painting new iron works such as steel doors, windows, ventilators, window bars, balustrades etc., with two coats of best approved first quality and colour of synthetic enamel paint over the existing red oxide priming coat in all floors excluding cost of priming coat etc., complete complying with standard specification and as directed by the SIPCOT officers. (The make, quality and colour of paint should be got approved by the Executive Engineer before use on works.) |
| 115 | Painting the wall two coats with approved weather proof Exterior Emulsion paint over one primer coat on cement plastered wall surface ect., complete complying with standard specification and as directed by the SIPCOT officers. |
| 116 | Special ceiling plastering and finishing the exposed surface of all RCC items of work such as slabs, beams, sunshades, facia, canopy slab, staircase waist slab, landing slab etc., with Cement Mortar 1:3 (One Cement and Three Plastering Sand) 10mm thick including mortar plasticizer at 200ml per 50Kg of cement used , hacking the surfaces and curing, in all floors etc., complete complying with standard specification and as directed by the SIPCOT officers. |
| 117 | Pathway |
| 118 | Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the SIPCOTofficers with an initial lead of 10 mts and initial lift of 2.00mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the SIPCOT officers. 0 to 2M depth |
| 119 | Earth work open excavation by manual means in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the SIPCOT officers and clearing and levelling the site, etc., complete complying with standard specification and as directed by the SIPCOT officers. 0 to 2M depth |
| 120 | Supplying and filling in foundation and basement with Stone dust/Quarry dust in layers of 150 mm thickness well watered ramming, consolidation etc., complete complying with standard specification and as directed by the SIPCOT officers. |
| 121 | Providing Plain Cement Concrete 1:4:8(One cement, four sand and eight Jelly) using 40mm size Hard broken granite stone jelly for foundation concrete etc. laid in layers not exceeding 15cm thick including dewatering wherever necessary well rammed, consolidated etc. complete complying including cost and conveyance of all materials and labour to work site, mixing, laying, compacting ,curing with all leads of soft potable water with standard specifications and as directed by \\"SIPCOT\\" officers. (in all heights and all depths) |
| 122 | Providing, laying, spreading and compacting graded stone aggregates for Granular Sub Base, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 and as directed by SIPCOT Officers |
| 123 | Brick work in Cement Mortar 1:5 (One part Cement and five part M sand) using best quality of Second Class Ground Moulded Chamber Burnt Bricks 9\\" x 4-1/2\\" x 3\\" for foundation and Floors including curing, etc., complete complying with standard specification and as directed by SIPCOT officers. Basement |
| 124 | Providing and laying 63 mm thick factory 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 fine sand etc., complete complying with the standard specificaiton and as directed by SIPCOT officers. |
| 125 | Plastering with Cement Mortar 1:5 (One cement and Five Plastering sand), 12mm thick in all floors including mortar plasticizer at 200ml per 50Kg of cement used, curing etc., complete complying with standard specification and as directed by the SIPCOT officers. |
| 126 | Painting two coats of newly plastered External wall surface with ready mixed Weather proof Exterior plastic emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putty, wherever required etc., complete complying with standard specification and as directed by SIPCOT officers. |
| 127 | 9 Metre Road |
| 128 | Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by theOfficer officers with an initial lead of 10 mts and initial lift of 2.00mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the SIPCOT officers. |
| 129 | Supplying and filling of Good Earth in foundation, basement, etc with with a average lead of 22 km in conveyed earth in layers of not more than 150mm thick layers well watered, rammed with surface vibrator and consolidated including conveyance charges etc., complete complying with standard specification and as directed by the SIPCOT officers. |
| 130 | Cement Concrete 1:4:8 (One Cement, four crushed stone sand and Eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the SIPCOT officers -Mixing by mechanical means |
| 131 | Manufacturing, supplying and fixing in position plain cement concrete precast kerb stone Size of 600 x 325 x 165mm and Design in Cement Concrete 1:3:6 (One cement, three sand and six jelly) using 20mm HBG stone jelly including cost of moulding charges, casting of slab, finishing, curing, fixing and pointing the slab with CM 1:3 (One Cement and Three Sand) to full depth of kerb and the shape of kerb stone as per drawing, the cost including manufacturing, transportation, laying in position, curing etc.,complete complying with standard specification and as directed by the SIPCOT officers. |
| 132 | Construction of Granular Sub - Base (GSB) to the required compacted thickness (Drainage layer) by providing approved Coarse graded material conforming to Grading-V of Table 400 - 1 and satisfying the physical requirement for material for GSB as per Table 400 - 2 of MORTH Rev -5 including screening, spreading in uniform layers with motor grader on prepared surface, watering and premixing by mix in place method with rotavator at OMC, and compacting with Vibratory roller 80 to 100 KN static weight to achieve the desired density and fine dressing to required grade and cross slope as directed by the SIPCOT officers etc., complete including obtaining and transporting all materials from approved quarry site to work site with all lift and lead by mechanical transport, head load or any other mode of transporation including cost and conveyance of all materials, labour charges,hire charges and fuel charges for loader, water tanker with sprinkler,motor grader, vibratory road rollers and all other equipments, tools and plants, safety measures, testing required including all other incidental charges, etc., complete as per the standard specification as per clause 401 of MORTH Rev.-5 and as directed by the SIPCOT officers. |
| 133 | Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 and as directed by SIPCOT Officers |
| 134 | Providing, laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50- 13.20mm, 0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in Central Hot Mix Plant 20- 30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 50mm using paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire and fuel charges for 20-30ton CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory rollers and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5 and as directed by SIPCOT Officers |
| 135 | Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5 and as directed by SIPCOT Officers |
| 136 | Providing and laying Prime Coat over WBM/ WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 502 of MORTH Rev-5 and as directed by SIPCOT Officers |
| 137 | Providing and laying Prime Coat over CRM / Gravel base using 9 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 502 of MORTH Rev-5 and as directed by SIPCOT Officers |
| 138 | Painting New Plastered Wall Surface with Two finishing coats of ready mixed (Emulsion) of approved quality and colour over one coat priming coat in all floors including the cost of primer etc., complete complying with standard specification and as directed by the SIPCOT officers.(The make, quality and colour of paint should be got approved by the Executive Engineer before use on works.) |
| 139 | Construction of Internal Storm Water Drain |
| 140 | Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the SIPCOT officers with an initial lead of 10 mts and initial lift of 2.00mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the SIPCOT officers. |
| 141 | Cement Concrete 1:4:8 (One Cement, four crushed stone sand and Eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the SIPCOT officers -Mixing by mechanical means |
| 142 | Providing and laying in position, Standardised Concrete Mix M-25 Grade using In-situ Concrete batching plant/ Ready Mix Concrete (RMC) adopting weigh batch method in accordance with IS:456-2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 350 kglm3 and maximum water cement ratio of 0.50, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete,improve workability without impairing strength and durability with about (5.0 Cu.m) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 Cu.m) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m’) 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including Conveyance of concrete from batching plant to Work site, Electricity charges and other works & labour cost involved for concrete production, laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the SIPCOT officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials). In Foundation and Basement |
| 143 | Supplying and erecting centering for sides and soffits including necessary supports and strutting up to 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc., complete complying with the standard specificaiton and as directed by SIPCOT officers. (Payment for centering shall be given after the concrete is laid) |
| 144 | For R.C.C. works in foundation and basement such as grid beam, plinth beam, raft beam, raft slab, column base, column footings, other similar nature of works etc all complete |
| 145 | For plane surface such as vertical slab,side slab,drops facia and vertical wall etc. |
| 146 | Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel reinforcement grills of all variety like HYSD/CTD/TMTand all grade like Fe 500, Fe550D, Fe 500 D etc., for all RCC works as per design given including cost of steel reinforcement and G.I. binding wire, wastage etc. complete complying with standard specification and as directed by the SIPCOT officers.(Contractor has to make his own arrangements for the supply of steel reinforcement and binding wire) |
| 147 | Manufacturing, supplying and fixing in position Reinforecement concrete perforated precast slab of 100 mm thick in Cement Concrete M25 grade including cost of steel, moulding charges, casting of slab, finishing, curing, placing etc. all complete complying with standard specifications and as directed by \\"SIPCOT\\" officers. |
| 148 | Box Culvert |
| 149 | Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the SIPCOT officers with an initial lead of 10 mts and initial lift of 2.00mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the SIPCOT officers. |
| 150 | Cement Concrete 1:4:8 (One Cement, four crushed stone sand and Eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the SIPCOT officers -Mixing by mechanical means |
| 151 | Providing and laying in position, Standardised Concrete Mix M-25 Grade by insitu machine mix concrete adopting weighing batch method in accordance with IS:456-2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 350 kglm3 and maximum water cement ratio of 0.50, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 Cu.m) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 Cu.m) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m’) 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the SIPCOT officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials) In Foundation and Basement. |
| 152 | Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, Sill slabs etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid with silver oak joists of size 10cm x 5cm & 7.5cm x 5cm as support runner , vertical stiffener, side support and Top Horizontal stiffener spaced at about 60cm to 90cm centre to centre or at suitable intervals etc. complete complying with standard specification and as directed by the SIPCOT officers. (Payment for centering shall be given after the concrete is laid). |
| 153 | Supplying and erecting centering for sides and soffits including necessary supports and strutting up to 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc., complete complying with the standard specificaiton and as directed by SIPCOT officers. (Payment for centering shall be given after the concrete is laid) |
| 154 | For reinforced cement concrete works such as floor and roof slab, lintels, beams staircase waist and landing slab and plane surfaces and other similar works. (0-3 m) |
| 155 | For plane surface such as vertical slab,side slab,drops facia and vertical wall etc. |
| 156 | Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel reinforcement grills of all variety like HYSD/CTD/TMTand all grade like Fe 500, Fe550D, Fe 500 D etc., for all RCC works as per design given including cost of steel reinforcement and G.I. binding wire, wastage etc. complete complying with standard specification and as directed by the SIPCOT officers.(Contractor has to make his own arrangements for the supply of steel reinforcement and binding wire) |
| 157 | Painting New Plastered Wall Surface with Two finishing coats of ready mixed (Emulsion) of approved quality and colour over one coat priming coat in all floors including the cost of primer etc., complete complying with standard specification and as directed by the SIPCOT officers.(The make, quality and colour of paint should be got approved by the Executive Engineer before use on works.) |
| 158 | Electrical |
| 159 | Design, manufacture, supply, erection, testing and commissioning of 415 V streetlight service feeder pillar panel 1200mm x 900mm x 300mm suitable for outdoor installation, made up of CRCA sheet steel of thickness not less than 2 mm with a weather proof canopy of top, double door construction, IP 55 protection, with 2 coat of primer and 2 coats of aluminium finish with 1no. 160 A TPN MCCB with 16 kA breaking capacity in the incoming and 13 nos 32 A, TPN contactor 15 nos. 40A TPN MCB, 12nos of 10A SP MCB as outgoing, automatic dawn and dusk with cyclic timer control for street light outgoing and adequate plate to terminate suitable cable as incomer and suitable cable as outgoing. energy saver for automatic switching ON/OFF as per pre-sets time cycle, digital multifunctional meter with RS485 port and suitable CT etc. including the pillar to be erected with suitable angle iron frame pedestal with concrete grouting etc., complete complying with standard specification and as directed by the SIPCOT officers. |
| 160 | Supplying and erection of 8m Free Standing single Arm Bracket 8 sided Octagonally continuously tapered structured pole galvanized iron coated (GI) with minimum coating of not less than 65-75 micron, with 130mm bottom A/F & 70mm at top A/F made up of 3mm thick HT sheet along with base plate of size 300 x 300 x 12mm thick including 4 Nos of M24X750mm high \\"J\\" type EN8 grade foundation bolts along with template and 1mtr long hot dip galvanized Single / double arm bracket made up of 40NB dia GI pipe suitable to mount on pole having top of 70mm A/F and including Bakelite sheet with 1 No 6A SP MCB and stud type connector suitable for 4CX25Sqmm cable etc., complete complying with standard specifications and as directed by SIPCOT officers. |
| 161 | Design, manufacture, testing and inspection at places of manufacturer, and supplying, delivery at site, unloading, storing, transporting directly to site or through transit stores as the case may be, installation, final painting, testing and commissioning of street lighting fixtures suitable for 120W LED street light fitting with cool day light, made out of pressure die cast aluminium body, separate compartment for LED, including electronic drivers, day light colour LED lamps, inter connecting wiring with suitable fixing clams as required including accessories all inclusive etc., complete complying with standard specifications and as directed by SIPCOT officers. |
| 162 | Supplying and erection of 4 m free-standing decorative lighting pole made of mild steel, single-arm type post-lamp pole fitted with 60 W LED fixture. The pole shall have a minimum GI coating of 65–75 microns and shall be powder-coated. Length of arm: 800 mm. The pole shall be rust-proof, weather-proof, and corrosion-resistant. Pole thickness: 4 mm. Top diameter: 60–70 mm. The pole shall be provided with a base plate of size 200 × 200 × 8 mm thick, including 4 Nos. of M20 × 600 mm high ‘J’ type EN8 grade foundation bolts along with template. The work shall also include 1 m long hot-dip galvanized decorative arm bracket with mounting 60watts LED light on the pole, bakelite sheet with 1 No. 6A SP MCB, and stud-type connector suitable for 4C × 16 sq.mm cable, the cost includes concreting and masonary civil foundation work for the post fixing etc., complete, complying with standard specifications and as directed by SIPCOT officers. |
| 163 | Supply and laying of the following size of PVC armoured LTUG cable in a trench to be excavated at a depth of 0.75 metre putting 0.15 metre layer of sand and covering the three sides of the cable and refilling the earth to make good etc.,complete complying with standard specification and as directed by the SIPCOT officers. |
| 164 | 4core x 16 sq.mm. Ar. Alu. UG cable ( For street light pole ) |
| 165 | 3.5core x 95 sq.mm. Ar. Alu. UG cable ( feeder pillar I/C cable) |
| 166 | Supply and fixing of brass cable gland for following PVC LTUG aluminium armoured cable with earth connection etc.for following sizes of cables etc., complete complying with standard specification and as directed by the SIPCOT officers. |
| 167 | 4core x 16 sq.mm. Ar. Alu. UG cable ( For street light pole ) |
| 168 | 3.5core x 95 sq.mm. Ar. Alu. UG cable |
| 169 | Supply and providing cable end termination of following size PVC LTUG aluminium armoured cable with necessary aluminium cable sockets by crimping etc with electrical connection complete etc., complete complying with standard specification and as directed by the SIPCOT officers. |
| 170 | 4core x 16 sq.mm. Ar. Alu. UG cable ( For street light pole ) |
| 171 | 3.5core x 95 sq.mm. Ar. Alu. UG cable |
| 172 | Supply & fixing of Coil earth to street light poles with No.8 SWG GI wire of 11.5 metres of length in which 10 metres of total length compressed in to a coil of one meter length (75mm to 100mm dia) connected suitable with hexagonal earth bolt of size 8mm in to 25mm welded on the pole at one end with a coil position fixed on the earth etc., complete complying with standard specification and as directed by the SIPCOT officers. |
| 173 | Supply, installation, testing & Commissioning of Earthing as per PWD standard with an electrode of 2.10 metre class 'B' GI pipe of die not less than 40mm with copper earth plate of size 125mmx50mmx6mm with necessary funnelling arrangements and masonry works and 38mm RCC Cover slab for brick masonry etc., complete complying with standard specification and as directed by the SIPCOT officers. |
| 174 | Supply and run of 25X6mm GI earth flat with necessary clamps / supports on wall / floor / ground for earth connection etc., complete complying with standard specifications and as directed by SIPCOT officers. |
| 175 | Supply and installation of PVC Rigid Pipe 50mm (2\\") including laying charges in street light pole foundation for power cable entry. complete complying with standard specification and as directed by the SIPCOT officers. |
| 176 | Supply & installation of Cable route markers made of galvanised CI circular 100 mm. dia. with \\"LT/HT CABLE\\" markers on same by 30 mm. size letter. The cable marked shall be firmly installed with 450 mm anchoring below ground level etc., complete complying with standard specification and as directed by the SIPCOT officers. |
| 177 | Sub Total of Total Amount in Column BA (ie. Qty x Unit Rate) |
| 178 | Added GST of 18% Please Enable Macros to View BoQ information |
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