GENERAL

Filling with Murrum in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

Earthwork excavation in soils upto SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete for finished item of work, excluding seigniorage charges, as per MoRT&H specification 304 (5th Revision) and as directed by the Engineer-in-Charge

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using coarse aggregate 40mm size hard, machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including sales & other taxes on all materials and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 MORTH : Kerb Wall

Filling with sand in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

Earthwork excavation in soils upto SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete for finished item of work, excluding seigniorage charges, as per MoRT&H specification 304 (5th Revision) and as directed by the Engineer-in-Charge

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using coarse aggregate 40mm size hard, machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including sales & other taxes on all materials and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 MORTH : Kerb Wall

" Supply, Delivery, Installation and Commissioning of 7m x 6m size of MULTI ACTIVITY PLAY SYSTEM (MAPS 10) of Arihant make comprises of 3 platforms at different heights & different recreational activities, all the platforms are connected together with specially designed bridges including transportation, installation, commissioning, IGST, loading and un loading etc., for complete finished item of the work." "1. Platform:- a. Material:- FRP (Fiber Reinforced Plastic) with anti-skid surface on top. b. Thickness:- Minimum thickness of 3-5 mm and side flanges of 6-8 mm thickness. c. Size:- Centre to center distance 1160mm. d. Others:- Ribbed structure on bottom side. e. Shape:- Square. f. Brazing Frame:- ISA 25x25x5mm or ISA40x40x5mm thick and ISF 40x5mm thick which is galvanized and then duly Powder Coated. g. Clamp:- Made by Nylon 6 material by Injection Molding Process which is UV stabilized and having better strength to give support to other parts. h. Vertical Pipes:- 80NB GI pipes should be used of Heavy Duty ('C' Class) of TATA/Jindal make only with Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness not less than 60micron." "2. Swinging Bridge:- a. Size:- 2400mm b. Material:- Frame- 80NB GI pipes 2384 mm long and GI plated MS angles of 75x75x5mm 1020mm. Planks - Low-Density Polyethylene Plastic in rotational molding process. c. ROTO Planks in same or different colors are suspended with the help of 12mm galvanized chains & specially designed clamps made up of 16 SWG M.S. sheet. These chains are mounted on ‘U’ hooks. 12mm dia U Hooks are welded on the inner side of the M.S. angles and other side of the U hook is grinded." 4. FRP Spiral Slide:- The Spiral Slide & Slide Platform is made up of Fiber Reinforced Plastic (FRP) in one piece. Centre Support pipe made from 80NB Galvanized pipe welded to 100NB Galvanized pipe. Spiral slide railings consists of 20NB hot dip galvanized pipe bended to form frame with two pairs of clamps joined together to GI Pipe with SS 304 graded non rusting nut-bolts, made from Nylon Grade-6 plastic. The ROTO molded plastic bush & ROTO molded slim railing are inserted into the pipe frame in alternate pattern. The railing frame is bolted to Spiral slide platform with 20NB GI support pipe bolted to platform at one end & clamped with special nylon clamps to railing pipe frame. 5. FRP Wave Slide:- Wave Slide chute is made up of FRP. The chute has its end such as it causes safe landing of the child. The landing portion is horizontal with respect to the ground. The landing of the slide is supported by stand made up of 25NB pipe and 5mm thick MS plate with GI plating. 6. ROTO Slide Entry:- Slide Entry of the slide is made up of LLDPE (Linear Low Density Polyethylene) by Rotational molding process. It is attached to deck pipe with the help of 20NB GI pipes and Injection Molded Nylon Clamps. 7. Bridge Railing:- Railings are provided on both sides of bridge as barrier for safety purpose. It is made up of LLDPE (Low-Density Polyethylene Plastic) in rotational molding process and has a support of 20 NB powder coated GI pipes. The railing is attached to the support pipe using an Injection Molded Nylon Clamps. "8. FRP Staircase with Railing:- a. Material:- FRP (Fiber Reinforced Plastic) with a minimum thickness of 3-5mm or 16SWG Metal Sheet. b. The staircase has sufficient reinforcement to maintain strength and to avoid bending. The top surface of the ladder should be such that it should not deserve any kind of skiddy movement. Railings of 25NB GI pipes are provided for safety purpose." "9. Bubble Panel Railing:- In this type of railing the bubble is made up of acrylic and the frame is made up of LLDPE (Low-Density Polyethylene Plastic). It provides an outer view of the area to the person present on that MAPS deck. It has been supported with a 20 NB powder coated GI pipes. The railing is attached to the support pipe using an Injection Molded Nylon Clamps." 10. ROTO Window Canopy:- Tile Canopy is made up of LLDPE (Low-Density Polyethylene Plastic). It has 4 legs which has centre to centre distance as 1160mm. 11. ROTO Flag:- This ROTO Flag is made up of rotational molding process which consists of LLDPE mixed with UV stabilized food grade material for making it UV resistant. "12. FRP Split Level Ladder:- a. Material:- FRP (Fiber Reinforced Plastic) with a minimum thickness of 3-5mm. b. The top surface of the ladder is anti-skid to avoid slippery movements. The Ladder is directly bolted to platform and is supported by 50x5 MS flat with GI plating." 13. Cross Checkered Railing:- Railings are provided as barrier for safety purpose. Cross Checkered Railing is made up of LLDPE (Low-Density Polyethylene Plastic) in rotational molding process and has a support of 20 NB powder coated GI pipes. The railing is attached to the support pipe using an Injection Molded Nylon Clamps. 14. FRP (FIBER REINFORCED PLASTIC):- All the Fiber Reinforced Plastics (FRP) materials are processed by the hand laid process which is considered to be the best of its type. International quality of Gel coats which is duly mixed with U.V stabilized pigment to give the required color to the product. Thickness of the FRP material varies from 3 mm to 5 mm as per the product. The FRP material should be tested for abrasion resistance & UTS (ultimate tensile test). 15. LLDPE (LINEAR LOW DENSITY POLYETHYLENE):- The ROTO products are manufactured using material LLDPE (Linear Low Density Polyethylene) with UV stabilization of Food Grade Non Hazardous Plastic compiled to ROHS. Thickness of the ROTO products varies from 5 mm to 8 mm as per the product. The overall product obtain is a seamless to ensure perfect blend of uniform thickness & durability. 16. Pipes:- All metal pipes should be used of Heavy Duty ('C' Class) of TATA/Jindal make only with Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness not less than 60micron. 17. Powder coating:- It shall be done with pure polyester raw material. Dry film thickness maintained within the range of 50-70 microns. It is tested for adhesion test (According to ASTM-D-3359) with the help of cross hatch cutter instruments. 18. Nut and Bolts:- Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. 19. All open ends of pipes been closed by GI caps for user safety against entrapment. 20. Certificate: ISO9001:2015 21. Color: Multicolor for optional or customized & As per RAL shade. 22. Packaging: Safety 3 layer packaging like 1st EPE Foam 2nd HDPE Film and 3rd is Stretch wrap. Cost of the Equipment (MAPS 10)

"Supply, Delivery, Installation and Commissioning of 6.5m x 1.5m size of FOUR SEATER ARC SWING of Arihant/ Equivalent make including transportation, installation, commissioning, IGST, loading and unloading etc., for complete finished item of the work. " 1. Arc swimg frame: 6000mm long 80NB Pipe bent in Single Piece & welded together with a flange 5mm thick & ISA of 40x40x5mm to form a strong frame at bottom & middle. The 80NB pipe is hot dip galvanized pipe conforming to IS 1239 with GI thickness of 60µ. Height of the frame is 2700mm. 2. Top pipe : 50NB Top Pipe with two Arc Swing Flanges welded at both its ends. Pipe can withstanding torsional stress created due to swinging motion. These 50NB top pipe is hot dip galvanized pipe of length 2950mm conforming to IS 1239 with GI thickness of 60µ. "3. Seat assembly : a) Swing clamp assembly: Swing clamps made up of two parts are joined together with M6 Allen bolts along with S-Hook & a specially designed swing pin.The S-Hook is specially designed to house a bearing for smooth & noiseless swinging. The clamps are made from injection molded Nylon-6 plastic. b) Chain : Rubber dip molded swing chain of dia. 6mm & 1450mm Long. c) Hook: S-Hook of dia 8mm & 145x130 Triangular hook of Grade SS 304. d) Seat: Rubber Seat made by Natural Rubber with sufficient reinforcement." 4. Bearing: Bearing is self-lubricated made of SKF/ NTN/ NACHI make shall be provided for smooth & trouble-free movement. "5. Pins and Circlips: 12mm diameter pins shall be made from EN8 material & Circlip A10." "6. Pipes:- All metal pipes should be used of Heavy Duty ('C' Class) of TATA/Jindal make only with Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness not less than 60micron." 7. Powder coating:- It shall be done with pure polyester raw material. Dry film thickness maintained within the range of 50-70 microns. It is tested for adhesion test (According to ASTM-D-3359) with the help of cross hatch cutter instruments. 8. Nut and Bolts:- Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. 9. All open ends of pipe been closed by GI caps for user safety against entrapment. 10. Certificate: ISO9001:2015 11. Color: Multicolor for optional or customized & As per RAL shade. "12. Packaging: Safety 3 layer packaging like 1st EPE Foam 2nd HDPE Film and 3rd is Stretch wrap." Cost of the Equipment

Supply, Delivery, Installation and Commissioning of 4.2 ft X 1.6 ft size of Tiny see-saw material for the Sitting was FRP and supporting Base to hold was of metal pipies should be of Heavy Duty ('C' Class) of TATA/Jindal make only with Hot Dipped Galvanized Pipies conforming to IS 1239[Part-1] with GI thickness not less than 60 microns and are powder coated with polyster raw material thickness is maintained between 50-70 microns tested for ashsion Fixed with nuts and bolts of Galvanized/S.S/Allen Bolts & Nuts/ Nylon Lock Nuts are used with PVC Bolts Caps of Arihant/ Equivalent make including transportation, installation, commissioning, IGST, loading and unloading etc., for complete finished item of the work. : Crescent slide 2.1 MTR

Supply, Delivery, Installation and Commissioning of 10.8ft X 6.5ft FRP Tree Spiral Slide:- The Spiral Slide & Slide Platform is made upof Fiber Reinforced Plastic (FRP) in one piece. Centre Support pipe made from 80NB Galvanized pipe welded to 100NB Galvanized pipe. Spiral slide railings consists of 20NB hot dip galvanized pipe bended to form frame with two pairs of clamps joined together to GI Pipe with SS 304 graded non rusting nut-bolts, made from Nylon Grade-6 plastic. The ROTO molded plastic bush & ROTO molded slim railing are inserted into the pipe frame in alternate pattern. The railing frame is bolted to Spiral slide platform with 20NB GI support pipe bolted to platform at one end & clamped with special nylon clamps to railing pipe frame. Fixed with nuts and bolts of Galvanized/S.S/Allen Bolts & Nuts/ Nylon Lock Nuts are used with PVC Bolts Caps of Arihant/ Equivalent make including transportation, installation, commissioning, IGST, loading and unloading etc., for complete finished item of the work. : tree spiral

Filling with Gravel in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

Earthwork excavation in soils upto SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete for finished item of work, excluding seigniorage charges, as per MoRT&H specification 304 (5th Revision) and as directed by the Engineer-in-Charge

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using coarse aggregate 40mm size hard, machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including sales & other taxes on all materials and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 MORTH : Kerb Wall

Supply and installation of Cross Trainer, an outdoor fitness equipment designed to provide a low-impact cardiovascular workout simulating walking or stair climbing, suitable for all fitness levels while minimizing joint strain. The unit shall have a robust frame fabricated from Mild Steel (MS) tubular pipes with a weather-resistant powder-coated finish to resist corrosion. Foot pedals shall be made of anti-slip Fiber Reinforced Plastic (FRP) or steel with grip textures for safety, and ergonomically designed handles shall be covered with rubberized or PU foam grips for user comfort. The manufacturing process includes precision cutting, hydraulic bending of MS pipes, MIG welding for structural strength, and surface treatment involving sandblasting, powder coating, and oven curing. The equipment shall be assembled with high-quality bearings and pivot systems to ensure smooth elliptical motion. Installation shall involve secure anchoring to a prepared concrete base using foundation bolts, with proper alignment and testing of motion components to ensure safe operation, and the entire unit shall be delivered as a complete finished item of work as per the direction of the Engineer-in-Charge.

Supply and installation of Tai Chi Spinner, an outdoor fitness equipment designed to enhance shoulder mobility and improve joint flexibility through controlled circular arm movements. The unit shall consist of dual circular steel rotating discs mounted vertically on an upright tubular Mild Steel (MS) post, allowing simultaneous use by one or more users. The structure shall incorporate precision ball bearings to ensure smooth and consistent rotation. All steel components shall be fabricated using laser-cutting technology for accuracy and balance, with machined shafts and bushings to provide uniform resistance. Structural parts shall be powder-coated to withstand outdoor conditions, and handles shall be fitted with PU or EPDM grips for user comfort and durability. The equipment shall be securely anchored to a concrete foundation using appropriate fastening hardware, and delivered as a complete finished item of work as per the direction of the Engineer-in-Charge.

Supply and Installation of Sit-Up Board Double is an outdoor fitness equipment designed to strengthen the core through sit-ups. The board shall be constructed with an angled Mild Steel (MS) sheet and support rollers for knees/feet to ensure comfort during use. The leg holders shall feature padded rods or foam-covered steel bars for added support and comfort. The structure shall be made from galvanized or powder-coated MS to ensure durability and resistance to outdoor elements. PU or foam padding shall be used for the leg holders to provide extra comfort. The fabrication process shall include laser cutting and bending of the boards, with heavy-duty welding for joints to ensure structural integrity. The equipment shall be equipped with anchoring points for secure installation into the ground and delivered as a complete finished item of work as per the direction of the Engineer-in-Charge.

Supply and Installation of Chest Press Double is an outdoor fitness equipment designed to target the chest, shoulders, and triceps through a pushing motion. The seat and backrest shall be made of comfortable PU-molded material for user support. The push handles shall be attached to mechanically resisted arms, providing effective resistance during use. The main body of the equipment shall be constructed from Mild Steel (MS) for strength and durability. High-grade bearings shall be used at pivot points to ensure smooth and efficient movement. The press arms shall be torque-tested for structural reliability. The equipment shall be finished with electrostatic powder coating to offer weather resistance and long-lasting performance in outdoor environments. The assembly process shall include precise alignment and tensioning of the push arms to ensure optimal functionality. The equipment shall be delivered as a complete finished item of work as per the direction of the Engineer-in-Charge.

Supply and Installation of Air Walker Double is an outdoor elliptical-style fitness equipment designed to accommodate two users simultaneously, enabling a smooth, gliding walking motion that promotes cardiovascular fitness and leg strength while minimizing strain on the joints. The structure shall comprise two independent foot platforms, each suspended to allow forward and backward swinging motion, fabricated from anti-skid steel or Fiber Reinforced Plastic (FRP) for safe footing. The foot platforms shall be connected to swinging arms mounted on high-quality sealed ball bearings to ensure fluid, noiseless movement and long-lasting performance. The main frame and support columns shall be constructed from heavy-duty tubular Mild Steel (MS), precision-welded for structural integrity and durability. Each structural member shall be coated with UV-resistant, electrostatically applied powder coating to prevent corrosion and wear in outdoor environments. The side support handles, ergonomically positioned for stability and additional upper body engagement, shall also be constructed from MS with anti-slip grips. All hardware, including bolts, bushings, and fasteners, shall be corrosion-resistant and industrial-grade to ensure secure assembly and outdoor resilience. The equipment shall be properly anchored to a pre-cast or cast-in-situ concrete base using foundation bolts, and it shall be delivered as a complete finished item of work as per the direction of the Engineer-in-Charge.

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH. In area of non-thorny jungle (light jungle).

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH. In area of non-thorny jungle (light jungle).

Earthwork excavation in soils upto SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete for finished item of work, excluding seigniorage charges, as per MoRT&H specification 304 (5th Revision) and as directed by the Engineer-in-Charge

Filling with Gravel , including cost of Gravel, seinourage charges and conveyance to site, filling charges, watering, tamping and rammming and all labour charges and operational charges complete as directed by the Departmental officers.

Filling with Murrum in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using coarse aggregate 40mm size hard, machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including sales & other taxes on all materials and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Supply and placing of the M-25 Grade Vibrated reinforced Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and excluding seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete including HIRE CHARGES FOR CENTERING & SCAFFOLDING but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content as per IS code including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete for finished item of work. for FOUNDATIONS, PLINTH, PEDESTALS, STEPS Design Mix : M 25(Weigh Batch) Centering with Steel upto 3.66 : Compound Wall - Footings

Providing HYSD bars ( Fe-415 ) of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H specification 1600 & 2300 (5th revision) and as per I.S.1786 of 1985 for Super structure of R.C.C items.

Manufacture,supply,delivery and fixing of Mild Steel Tubes & pipes of all diameters as per IS-1161 for Roof Truss works like MS Hallow Sections etc, made with MS Structural Steel, i.e. Circular, Square Hallow Sections etc including welding , finishing etc complete unit 1.00 kgs.

Painting with Red Oxide Primer Paint - one coat and Synthetic Enamel Paints -Two coats -for new Iron work to given an even shade after throughly brushing the surface to remove all dirt and remains of losse powdered materials, including cost and conveyance of all materials to work site and all operational incidental labour charges etc., complete for finished item of work.

Providing, fabricating, supplying, transporting, and erecting a themed entrance arch signage comprising a curved Mild Steel (MS) structural framework fabricated from hollow sections, covered with Aluminium Composite Panel (ACP) cladding in approved colours, complete with CNC-cut 3D aluminium/acrylic letters, decorative shield logo, star motifs, powder-coated trims, weatherproof paint, concealed LED provision (if required), stainless steel fasteners, anchor bolts, scaffolding, lifting, installation, testing, and commissioning, complete in all respects as per the approved design and direction of the Engineer-in-Charge.

Earthwork excavation in soils upto SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete for finished item of work, excluding seigniorage charges, as per MoRT&H specification 304 (5th Revision) and as directed by the Engineer-in-Charge

Filling with Gravel , including cost of Gravel, seinourage charges and conveyance to site, filling charges, watering, tamping and rammming and all labour charges and operational charges complete as directed by the Departmental officers.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using coarse aggregate 40mm size hard, machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including sales & other taxes on all materials and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Supply and placing of the M-25 Grade Vibrated reinforced Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and excluding seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete including HIRE CHARGES FOR CENTERING & SCAFFOLDING but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content as per IS code including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete for finished item of work. for FOUNDATIONS, PLINTH, PEDESTALS, STEPS Design Mix : M 25(Weigh Batch)

Providing HYSD bars ( Fe-415 ) of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H specification 1600 & 2300 (5th revision) and as per I.S.1786 of 1985 for Super structure of R.C.C items.

Brick Masonry in CM (1:6) with 2nd class Bricks traditional size 23 x 11 x 7 cms including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, cost of overheads and contractors profit etc., complete for finished item of work. (APSS No. 501 & 504).

Plastering in CM (1:3) Prop, 20mm thick using OPC grade cement including cost and conveyance of all materials, labour charges, curing complete etc

Painting to new walls with 2 coats of acrylic emulsion paint weather proof water based, modified acrylic with silicon additives exterior grade having VOC (Volatile Organic Compound) content lessthan 50grams/liter of approved brand and shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. complete and cost of overheads & contractors profit for finished item of work as per SS 912 for external walls for:-External Colouring - Plastic emulsion paint - 2 Coats.

Manufacture,supply,delivery and fixing of Mild Steel Tubes & pipes of all diameters as per IS-1161 for Roof Truss works like MS Hallow Sections etc, made with MS Structural Steel, i.e. Circular, Square Hallow Sections etc including welding , finishing etc complete unit 1.00 kgs.

Painting with Red Oxide Primer Paint - one coat and Synthetic Enamel Paints -Two coats -for new Iron work to given an even shade after throughly brushing the surface to remove all dirt and remains of losse powdered materials, including cost and conveyance of all materials to work site and all operational incidental labour charges etc., complete for finished item of work.

Supplying and fixing 2.1m high fencing with Vertical MS Hallow Pipe -80mmx80mm - 3.2mm thk at 3m centre to centre with 0.4m embeded in concrete pedestals and Horizontal on the top and center of the vertical post of MS Hallow Pipe -50mmx50mm - 2mm thk . Corner, end and every 10th post to be strutted. Fixing Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979: 2"x2" (50 mm x 50 mm) - 8 Gauge to posts using flats of size 150mm x 6mm and bolts etc., as per approved drawing, including cost of bolts and brackets, fabrication and erection in position, cost and conveyance of all materials to work site etc., all operational, incidental labour charges, power charges, overheads & contractors profit etc. complete for finished item of work.

Fabrication, supply and transportation of all sizes swaged poles up to site confirming to IS 2713 / 1980 specifications. The pole should be painted with primary coat of red oxide and black bituminous paint up to ground level with base plate, including cost of all materials etc., complete. (Rate per K. G) 4.5 mts long with 1 Mtr length decorative Single arm bracket

Supply and Transportation and erecting of 40W LED Post top lantern made with cast Alluminium with decorative opel polycarbonate diffuser with IP 65 protection etc., complete with all accessories Makes: Crompton LPTO-40-CDL-M/ Bajaj Celesta BGCL 40 W LED Wh/Wipro LP 02 or equivalent in Phillips/ Keselec/ Havells/ Halonix

Providing, supplying, and installing outdoor wooden benches consisting of seasoned hardwood/Wood Plastic Composite (WPC) slats fixed over a heavy-duty Mild Steel (MS) frame, complete with anti-rust treatment, zinc-rich primer, powder-coated finish, stainless steel fasteners, RCC foundation/anchor bolt fixing, transportation, erection, testing, and commissioning, complete in all respects as per the approved design and direction of the Engineer-in-Charge.

Providing, supplying, and fixing outdoor heavy-duty decorative dustbins of minimum 60–80 litre capacity, manufactured from FRP/HDPE/GI/SS with weather-resistant UV-stabilized finish, complete with powder-coated MS supporting frame, hinged lid/open-top design, removable inner liner, drainage arrangement, anti-corrosion treatment, theft-resistant anchoring arrangement, stainless steel fasteners, complete with all accessories, transportation, installation, and commissioning, as per the approved design and direction of the Engineer-in-Charge. The dustbin shall be suitable for continuous outdoor use in parks, temple premises, amusement parks, public plazas, and tourist destinations.

Earthwork excavation in soils upto SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete for finished item of work, excluding seigniorage charges, as per MoRT&H specification 304 (5th Revision) and as directed by the Engineer-in-Charge

Filling with Gravel , including cost of Gravel, seinourage charges and conveyance to site, filling charges, watering, tamping and rammming and all labour charges and operational charges complete as directed by the Departmental officers.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using coarse aggregate 40mm size hard, machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including sales & other taxes on all materials and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Supply and placing of the M-25 Grade Vibrated reinforced Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and excluding seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete including HIRE CHARGES FOR CENTERING & SCAFFOLDING but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content as per IS code including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete for finished item of work. for FOUNDATIONS, PLINTH, PEDESTALS, STEPS Design Mix : M 25(Weigh Batch) Centering with Steel upto 3.66

Providing HYSD bars ( Fe-415 ) of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H specification 1600 & 2300 (5th revision) and as per I.S.1786 of 1985 for Super structure of R.C.C items.

Providing, fabricating, supplying, transporting, and installing outdoor signages comprising directional, informational, identification, safety, regulatory, and interpretive boards, fabricated using Aluminium Composite Panel (ACP)/Aluminium Sheet mounted on a powder-coated Mild Steel (MS) structural frame with high-resolution UV digital printed graphics, reflective vinyl lettering where required, and UV-resistant anti-graffiti protective laminate. The work shall include anti-corrosion treatment to MS members, RCC pedestal foundation, stainless steel anchor bolts, excavation, concreting, erection, transportation, testing, and commissioning, complete in all respects as per the approved drawings and direction of the Engineer-in-Charge.

Providing and fixing precast RCC bollards of approved size and shape, cast with M30 grade concrete and reinforced with Fe500 steel, including excavation, M20 concrete foundation, alignment, curing, painting with approved weather-resistant paint, reflective bands, backfilling, and all labour, materials, transportation, tools, and incidental works complete as per approved drawings and the directions of the Engineer-in-Charge.

Earthwork excavation in soils upto SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete for finished item of work, excluding seigniorage charges, as per MoRT&H specification 304 (5th Revision) and as directed by the Engineer-in-Charge

Filling with Gravel , including cost of Gravel, seinourage charges and conveyance to site, filling charges, watering, tamping and rammming and all labour charges and operational charges complete as directed by the Departmental officers.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using coarse aggregate 40mm size hard, machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including sales & other taxes on all materials and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Construction of Granular sub-base by providing HBG material confirming to Grading - V of MoRT&H Table 400-1 including cost and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (5th revision) and as directed by the Engineer-in-charge.

Supply, Laying and Fixing of precast concrete blocks for paving of M-30 grade and thickness not less than 50 mm for non traffic areas conforming to IS 15658:2006 in all shapes and designs as per the manufacturer's specification set over a base coat of 50mm thk sand bed including cost and conveyance of all materials like sand, water tiles etc.,to site, labour charges for loading & unloading, laying to desired lines and levels complete and Overheads & Contractor Profit etc. for finished item of work.

Supply & Delivery of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants and conveyance of all materials and labour charges etc., plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 8 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 10 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants, loading, transportation to the site, and unloading, labour charges for handling & complete for finished item of work.

Korean Grass/Lawn

Shrub / Hedge planting in 0.30 m trench with 0.3 m spacing

Lantana camara red

Tithonia diversifolia

Bahunea variegata

Polyalthia longifolia

Provision for Seignorage charges 0.74%

Provision Towards merit 2%

Provision Towards DMF 30%

Provision for NAC @ 0.10%

Provision for GST @ 18%

Provision for TPQA @ 0.739 %

Unforeseen item