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| Sl. No. | Item Description |
| 1 | Schedule- A - Construction of STREET LANDSCAPE STRETCH 1-2 @ VOC PORT TUTICORIN |
| 2 | CIVIL WORKS:Clearing scrub Jungle and Surface dressing of the ground. The rate including hire charges of all machineries, removing of all rubbish from site, lead upto 50m, transportat charges and labour charges etc., complete complying with standard specification. |
| 3 | Dismantling removing the existing Bitument Road and its sub structures., by using required mechinaries including stacking of steel bars and disposal of unserviceable material within 50m lead, labour charges, as per direction of Engineer in charge. |
| 4 | Carting away surplus excavated earthavailable with in the campus is to be carted to a lead of within 3 KM from site. The rate shall include loading into the tipper/ lorry, transporting and unloading, leveling and the earth scooped by bulldozers grading etc.,complete with all respects complying with relevant standard specification, as directed by the Departmental Officers. |
| 5 | Supplying and Filling withM - Sand in foundation and others sub structures for 100mm thick and well watered, rammed and consolidated by power compacter. The rate includes the cost of M sand, compacting with mechanical compactors, labour charges for leveling, loading & Unloading and Transportation charges etc., complete and as per the standard specification. |
| 6 | Providing and laying Plain cement concrete 1 : 4 : 8 ratio of (1 cement , 4 sand and8 graded stone aggregate 40mm nominal size) in foundation and basement including dewatering wherever necessary and laid in layers not more than 15 cm thick and consolidation etc. The rate includes the cost of materials, labour charges, lifting charges, loading & Unloading and Transportation etc., complete and as per the standard specification. |
| 7 | Construction of Wet Mix Macadam 250mm compacted thickness in two layers by providing , laying , Paving , and compactingofaggregate gradation satisfying to Table 400-13 of MORTH and satisfying the physical paraeteres as per MORTH Table 400-12, mixing in a Wet Mix Plant of 200 tonne capacity at OMC , carriage of mied material to work site and laid in sensorpavers to the required line and grade as per the drawing and compacted with vibratory roller of 8-10 tonne to achieve the desired density of 98% of Maximum dry density and as per the direction of the Engineer-In-Charge of work. |
| 8 | Supplying and erecting centering for sides and soffits including supports and strutting up to 3.30 m height with all cross bracing for plane surfaces as detailed below, using mild steel sheets of 90 X 60 cm 10 gauge stiffened with MS angle of 25 X 25 X 3mm for boarding, laid over adjustable span & jacks and supported by 50mm dia pipes for general pipes scaffolding systems @ a spacing of 1.20m c/c and vertical connected at a height of 2.0m c/c including \"C\" & \"U\" clamps and base receiver cup at bottom for connecting pipes etc and removable systems etc., the rate including cost of all materials, labour charges, wastages, placing, transportation, lead & lifts, tools & plants, fuels, fixing in position at all levels, heights, masking tape in sheet joints, consumables, etc. as complete with all respects complying with relevant standard specification, as directed by the Engineer-in-charge. For Storm water drainage, Service Trench, |
| 9 | Providing and Laying M 30 Design Mix for all reinforced cement concrete with minimum cement content conform to IS 456-2000 using ordinary Portland cement of grade 53 from approved manufacturer, manufactured sand, 20 mm and down graded size coarse aggregates, necessary approved admixtures as per requirement. works for Footings, Grade beam, retainning wall drain wall & raft , Plinth beams, Column, Grade slab, Roof slab & beam, Column drops, Pergola, Staircase waist and landing slab lintel, Sunshades, parapet Cum drops, Steps, canopy, window boxing slab, Loft, fins facia Planter box, machine foundation, elevation features and other similar structures etc..excluding necessary centering, shuttering and reinforcement which shall be measured and paid separately under relevant items. in-charge The rate including cost of all designing the mix, batching plant, mechanical mixing, transporting and placing at all levels, leads, lifts, tools & plants, fuels, all materials, labour charges, wastages , laying, pumping the concrete to all levels, providing sleeves / openings in RCC slabs, compaction by vibrator, gunny bags for curing etc. as complete with all respects complying with relevant standard specification, as directed by theEngineer-in-charge.For Storm water drainage, Service Trench, |
| 10 | Supplying, fabricating and fixing in position of steelFe 550 grade Reinforcement for all RCC work with Thermo Mechanically Treated Bars (TMT) conforming to IS 1786 of latest version according to drawings and binding the reinforcement with 18 gauge double fold GI binding wire and providing Concrete cover blocks to maintain the cover as required. The rate including cost of all materials, bending, tying grills, placing, transportation, lead & lifts, tools & plants, fuels, all materials, labour charges, wastages , laying at all levels, fixing in position, cost of cover blocks and GI binding wires etc. as complete with all respects complying with relevant standard specification, as directed by the Engineer-in-charge. |
| 11 | Providing, Supplying, Loading, Unloading on site Factory made steam cured R.C.C Precast drain cover slab, for drain width of 300mm wide (Inside Dimensions-L x B X H = 400mm x 1000mm x 100mm) as approved. The drain shall be of M40 grade concrete including reinforcement Fe500 Grade or HD Wire of IS:432 Part II, OPC 53 Grade Cement. The surface finish shall be smooth finish, with special in built insert sleeves, all inclusive for fixing, lifting including mechanical means, loading, transportation at site including all leads, lifts. The slab cover is designed to withstand Class AA vehicular loading. Drain Cover Slab |
| 12 | Providing and fixing pre-cast Central Median divider Type-I of R.M.C. in M-20 C.C. on Road finished neatly, compacting, curing, with formwork, etc, including bedding of R.M.C.of M-10 C.C, 15cm thick, filling of joints in C.M.1:2 & painting the exposed surface with 3coat of roadmarking paint, Grade-I of approved colour and quality including required excavation in C.C. , asphalt etc, and removing the same anywhere in City & Sublimit, levelling the same as specified and as directed by the Engineer. Median |
| 13 | Raising or lowering rectangular manholes to the required level upto 30cm. Including all materials, form work, brick work and with 16 cm.thick M-15 C.C. coping under frame & cover of manhole including curring etc.complete, as specified and as directed. Drainage System - Manholes |
| 14 | Excavation and dismantling of structures on roadway, shifting and relocating of essential utilities, street poles, signals road sign boards including taking necessary permission from the service providers/authorities including payment of necessary deposits and supervision charges,shifting charges etc.complete as directed by Engineer-in-charge. a) Street Poles, Road Sign Boards, |
| 15 | Supplying and Fixing of Rubber Moulded Grey Premium Concrete Kerb of Size 450X125X300mm Using M30 Concrete. The Concrete Shall Be Moulded By Table Mount Vibrated With Polypropylene Fibers At 5% And Curing Compound. The rate including Cost of all Matrials , Labour Charges , Wastages , Transportation Charges Loading Unloading Charges and Including Necessary Earth Work Pointing With cm. 1:3 To Full Depth Curing Thread Lining Etc Complete . |
| 16 | Supplying and laying precast Rubber Moulded hydraulically pressed cement concrete paver block with pattern design of 50% colour and 50% Plain made of M40 grade concrete - 83 mm thick of approved quality and colour, over the filling manufactured sand to 50 mm thick, levelling and compacting with plate vibrator and laying of the inter locking paving blocks with sand binding and final compaction with plate vibrator of 3 tonne capacity finishing the surface including cutting of blocks at the edges including all labour, materials, transportation, shifting etc., complete, as directed by the Engineer-in-charge. |
| 17 | Providing and fixing of flooring with quality approved make Ceramic Tack Tiles (seamless joint) confirming to IS 13006/EN 176 Group B1a with technical specification as Mohs scratch hardness minimum 7,Water Absorption of less than 0.5%, Modulus of Rupture greater than 35 N/mm2, Deep Abrasion resistant maximum 175 mm 3 Surface flatness, Straightness of sides ± 0.25%, thickness ± 5% of size of approved colour and size & thick as specified below, set in 20mm thick C.M.1:4(1 cement and 4 manufactured sand ) and pointing with white cement to matching colour shade as per Manufacturer\"s Specification and as directed. Rate shall include wastages, for preparation of base surface, cleaning, acid wash, and finished surface, work at all levels and as directed. Rate shall be inclusive of forming pattern as directed by Engineer-in-charge. etc; as complete in all respects and complying with relevant standard specifications and as directed. |
| 18 | Providing guildeline road marking kerb painting (special acrylic medium pigmented ) involving cleaning the surface free of dirt and loose particles applying one coat of primer and applying one layer of 20 to 25 microns. Rate shall include for all materials & labour components etc., as complete all respects complying with relevant IRC specifications, as directed by the Engineer-in-charge. |
| 19 | Arrow marking for Route direction straight or right or left or straight & right or straight or left & lettering as per design in white or traffic yellow as specified and directed for speed limit upto 50 km/hrs. |
| 20 | Supplying and fixing 3\" x 3\" Galvenized steel post with necessary rivet, bolt firmly fixed to the base plate,Galvenized steel base post concreted for 30\" with necessary base plate. Extruded type Aluminum name plate of minimum 9\" height and 24\" - 48\" depending on the name, The extruded blank name plate shall have a web of thickness of 0.090 and a flange thickness of 0.250, and each corner of the name blank shall be square cut, Holes shall be placed in the blank name plate as detailed in Drawing. The extruded street name plates shall be mounted to the sign post by means of a post to sign (post top) bracket and sign to sign (cross) bracket made of high strength die-cast aluminum alloy number 380 having a tensile strength of 49,000 psi. The post top and cross brackets shall have two angled gussets on ribs on each side for extra strength and shall be smoothly finished and free of holes, pits or flaws. Each set of brackets shall be drilled and tapped to receive six, each, 5/16 - 18-1/2 inch twelve-point spline head bolts, and four, each, 5/16 - 18-3/8 inch hex-head set screws with 5/32 inch center pin, made of either stainless steel, zinc or cadmium plated steel. Post top and cross brackets shall be cast or machined to receive extruded blades with a 0.090 web and a 0.250 flange thickness. Six vandalproof twelve-point spline head bolts and four hex-head set screws with center pin shall be furnished with each set of brackets. The complete unit shall be rigidly fastened together and shall be theft proof when fastened to the post. Street Name Board |
| 21 | Supplying and fixing 3\" x 3\" Galvenized steel post with necessary rivet, bolt firmly fixed to the base plate,Galvenized steel base post concreted for 30\" with necessary base plate. Extruded type Aluminum name plate of minimum 9\" height and 24\" - 48\" depending on the name, The extruded blank name plate shall have a web of thickness of 0.090 and a flange thickness of 0.250, and each corner of the name blank shall be square cut, Holes shall be placed in the blank name plate as detailed in Drawing. The extruded street name plates shall be mounted to the sign post by means of a post to sign (post top) bracket and sign to sign (cross) bracket made of high strength die-cast aluminum alloy number 380 having a tensile strength of 49,000 psi. The post top and cross brackets shall have two angled gussets on ribs on each side for extra strength and shall be smoothly finished and free of holes, pits or flaws. Each set of brackets shall be drilled and tapped to receive six, each, 5/16 - 18-1/2 inch twelve-point spline head bolts, and four, each, 5/16 - 18-3/8 inch hex-head set screws with 5/32 inch center pin, made of either stainless steel, zinc or cadmium plated steel. Post top and cross brackets shall be cast or machined to receive extruded blades with a 0.090 web and a 0.250 flange thickness. Six vandalproof twelve-point spline head bolts and four hex-head set screws with center pin shall be furnished with each set of brackets. The complete unit shall be rigidly fastened together and shall be theft proof when fastened to the post. Junction Name Boards |
| 22 | Direction – Board – Providing, Fabricating, Erecting on site Direction Board. As per the design incorporated in the catalogue of street Furniture published by MoRTH, Vertical pole shall be ISMC-350. Signage plaque (box) shall be of size 1200mm x 2400mm made of ISMC 100mm and bracing of MS angle 50mm x 50mm x 6mm, covered with 3 mm aluminum sheet / F.R.P. Sheet on both sides, the box assembly; shall be fixed to the vertical pole. The box shall be pasted with HIGH INTENSITY GRADE retro reflective base sheets on both sides conforming to I.R.C. 67 CODE. Letters or signages to be pasted on this box shall also be of HIGH INTENSITY GRADE (up to 50% of basic area) conforming to I.R.C. 67 CODE. The reflectivity of sheet shall have guarantee of 7 years. The reflection count shall not be less than 90% of its original reflection after 7 years. The vertical poles shall be provided with 20 mm dia 6 nos. hold fasts embedded in 1:2:4 CC foundation of size 1500 mm x 1500mm. The assembly shall be treated with RustIcide solution of approved company and applied with Polyurethane primer and Paint to resist rusting of material |
| 23 | Mandatory & Cautionary Board – Providing, Fabricating, Erecting on site Mandatory & Cautionary Boards (of type 1S-A-1). As per the design incorporated in Street Furniture catalogue by MoRTH, Vertical poles shall be M.S. Square pipe of size 50mm x 50mm x 3.5mm thick. Signage plaque (box) shall be of size 600mm dia. The box shall be made of MS Square pipe of size 25mm x 25mm x3mm thick covered with 3 mm thick aluminum sheet / F.R.P. Sheet on both sides, The box assembly; shall be fixed to the vertical pole. The box shall be pasted with HIGH INTENSITY GRADE retro reflective base sheets on both sides conforming to I.R.C. 67 CODE. Letters or signages to be pasted on this box shall also be of HIGH INTENSITY GRADE (up to 50% of basic area) conforming to I.R.C. 67 CODE. The reflectivity of sheet shall have guarantee of 7 years. The refection count shall not be less than 90% of its original reflection after 7 years. The foundation shall either be with base shall either be with base plate of M.S. of size 200 x 200 x 6mm thick, 16 dia J Bolts or embedding the pole in foundation with 12mm dia x 6 nos. hold fasts embedded in 1:2:4 concrete. |
| 24 | Supply & Installation of LED Street Lights with Octagonal Poles and Allied Electrical Works as per specification, Luminaire Side entry type. Shall consist of separate optical and control gear compartment. Driver should be easily replaceable in the field conditions. Housing / Body of fitting shall be Pressure Die cast Aluminium housing with corrosion resistant polyester powder coated and manufacturer name embossed on the housing/screen printing is not allowed, Optical and Control gear compartment – IP 66, Impact resistance greater than or equal to IK 07, Make of LED: CREE / GE/ Lumileds / Nichia / Osram / LG Innotek or equivalent satisfying the technical requirements. The LED shall be of Surfaceounted Design, Voltage 140 - 270 volt universal electronic driver, The value of CRI shall be more than 70, 5700 K, >120 Lm/Watt sys efficiency, LM 79 & LM 80 & NABL Certifications and authorized channel partner certificates from the manufacturer should be enclosed in technical bid. The manufacturer LED Light fittings should be approved. |
| 25 | Supply and fixing of 120Litre Heavy duty trash can with specially designed bottom for minimizing the breakage and UV protested colour from sun rays. The trash can is fitted with wheel at bottom for easy mobility. The strong lid with smooth curved upper surface for perfect fit to ensure preventing unwanted smells to escape and rain water to seep through. The rate is inclusive of transportation, laoding and unloading charges. |
| 26 | Supply of Compactor 1100 Litres Bin made of galvanized Sheet, thickness of 2.5 mm, side and bottom 3 mm , MS angle and MS channel and 8\" heavy duty fibre wheel as directed by the department officers. The cost includes the labour charges, transportations all complete as per Engineer in Charge |
| 27 | Providing and laying Precast Seating 1500mm X 890 mm 80mm thick slabs using M30 grade of concrete.Reinforced suitably to promote long use and to prevent damage during handling, transportation & erection each bench consists of 2 nos L - Shaped base support in Cement colour back height 890 mm front height 450 mm and base width 690mm and 1 nos. reinforced concrete plank in red colour of size 1500mm X 425mm X 50mm and bench top & back planks are treated with special anti - corrosive, water proof coating so as to make surfaces glossy and water proof the cost includes material cost, labour charges, transport charges etc.,as directed by Engineer-in-Charge |
| 28 | Manufacturing, Supply & Installation of Statue as per the drawing, Statue / Sculoture made up of Bronze (Copper (55-60%), Zinc (25- 30%), other diverse metals (10-15%) (Tin, Lead, Iron, Nickel etc.)) complete including the cost of transportation, all civil materials, related allied works, scaffolding and supporting, 3-4 nos. power point & electrical points for future installation of light fixtures for illumination and all other required accessories i.e. anchors, bolts etc. required to install the statue and all along and complete the work in all respect as directed by Engineer in Charge at site. Cost includes Design, Modelling, Negative Mold for approval, Molding material, Finishing material etc. Junction 1 - Anchor 18\" |
| 29 | Manufacturing, Supply & Installation of Statue as per the drawing, Statue / Sculoture made up of Bronze (Copper (55-60%), Zinc (25- 30%), other diverse metals (10-15%) (Tin, Lead, Iron, Nickel etc.)) complete including the cost of transportation, all civil materials, related allied works, scaffolding and supporting, 3-4 nos. power point & electrical points for future installation of light fixtures for illumination and all other required accessories i.e. anchors, bolts etc. required to install the statue and all along and complete the work in all respect as directed by Engineer in Charge at site. Cost includes Design, Modelling, Negative Mold for approval, Molding material, Finishing material etc. Junction 2 - Fish 15\" |
| 30 | LANDSCAPE:Landscaping Plantation work:Transplantation of existing trees of girth of all dia. including uprooting and shifting of the tree and placing in pits of suitable size and after transplanting, removal of excavated earth to desired location, filling the pit with red earth, manure, watering etc. complete with all leads, lifts, including maintenance for 6 months. The item also includes back filling of the trench taken for exposing the root system of the tree proposed to be transplanted etc. complete as directed by Engineer-in-charge. Tress - 50mm Less Dia |
| 31 | Transplantation of existing trees of girth of all dia. including uprooting and shifting of the tree and placing in pits of suitable size and after transplanting, removal of excavated earth to desired location, filling the pit with red earth, manure, watering etc. complete with all leads, lifts, including maintenance for 6 months. The item also includes back filling of the trench taken for exposing the root system of the tree proposed to be transplanted etc. complete as directed by Engineer-in-charge. Cutting down of tree having diameter above 50 mm & Upto 150 mm |
| 32 | Providing and fixing of the precast TREE GUARD KERB of M-20 C.C. of height 230mm., width 100mm., Length 400mm.,finished neatly, compacting ,curing, formwork etc. including bedding of M-10 C.C.procured from approved R.M.C. plant,10cm.thick, filling of jointing in C.M. 1:2 and painting the exposed surface with 3 coats of road marking paint, Grade I of approved colours and quality including single coat of approved brand primer including excavation in C.C.,asphalt etc. as specified and as directed. |
| 33 | Excavation, Site Dressing and Land Modulation : Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure).Site Cleaning & Soil Restoration : Supplying and stacking of good earth at site including royalty and carriage complete, Supplying and stacking of well decayed cow dung manure at site including and carriage complete. Grassing with selection No. 1 grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, Planting Jumping / Korian grass at 25mm c/c |
| 34 | Shrubs, Hedges, Shrubbery and Groundcover Plantation : Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, levelling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and levelling as directed, within a lead of 50 m, lift up to 1.5 m complete. Hedges |
| 35 | Shrubs, Hedges, Shrubbery and Groundcover Plantation : Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, levelling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and levelling as directed, within a lead of 50 m, lift up to 1.5 m complete. Shrubs |
| 36 | Providing well grown trees with minimum average girth of 10 cm and minimum height of 5 M above finished level after plantation of specified variety , at desired location & at specified distances. Achieving finished grade level. Planting the tree with appropriate anchoring, levelling the top soil surface as specified after plantation, staking to balance the tree. Including transport to the site & planting , preparation of tree basin, watering & maintaining for 1 month after completion of plantation and replacement of casualties till 1 month. |
| 37 | Providing, Fixing,Testing & Commissioning of Drip Pipe irrigation system with all necessary fittings, pumps and related civil works, including all labours, all complete |
| 38 | PLUMBING WORKS:Supplying, providing laying and jointing GI pipes with GI Fittings in trenches of following class and diameter by wrapping them by hessian cloth with tar coating and including any nominal pipe length required to be laid above ground level, conveyance from stores to site work, all labour, necessary excavation, backfilling, giving satisfactory hydraulic test, etc complete in all respect as directed by Engineer in Charge. Note : Only approved GI pipe brands shall be used, all pipe and pipe fittings shall be C class (heavy grade) having ISI marking. 100mm Dia |
| 39 | Supply fixing, texting and commisioning of RO UV Water cooler with 120 ltr capacity of 3 faucet, 90 LPH Purification capacity, min 3 stage water purification. The rate includes the cost of Material, labour charges, loading & Unloading and Transportation charges etc., complete and as per the standard specification. |
| 40 | Schedule- B - Construction of STREET LANDSCAPE STRETCH 2-3 @ VOC PORT TUTICORIN |
| 41 | CIVIL WORKS:Clearing scrub Jungle and Surface dressing of the ground. The rate including hire charges of all machineries, removing of all rubbish from site, lead upto 50m, transportat charges and labour charges etc., complete complying with standard specification. |
| 42 | Dismantling removing the existing Bitument Road and its sub structures., by using required mechinaries including stacking of steel bars and disposal of unserviceable material within 50m lead, labour charges, as per direction of Engineer in charge. |
| 43 | Carting away surplus excavated earthavailable with in the campus is to be carted to a lead of within 3 KM from site. The rate shall include loading into the tipper/ lorry, transporting and unloading, leveling and the earth scooped by bulldozers grading etc.,complete with all respects complying with relevant standard specification, as directed by the Departmental Officers. |
| 44 | Supplying and Filling withM - Sand in foundation and others sub structures for 100mm thick and well watered, rammed and consolidated by power compacter. The rate includes the cost of M sand, compacting with mechanical compactors, labour charges for leveling, loading & Unloading and Transportation charges etc., complete and as per the standard specification. |
| 45 | Providing and laying Plain cement concrete 1 : 4 : 8 ratio of (1 cement , 4 sand and8 graded stone aggregate 40mm nominal size) in foundation and basement including dewatering wherever necessary and laid in layers not more than 15 cm thick and consolidation etc. The rate includes the cost of materials, labour charges, lifting charges, loading & Unloading and Transportation etc., complete and as per the standard specification. |
| 46 | Construction of Wet Mix Macadam 250mm compacted thickness in two layers by providing , laying , Paving , and compactingofaggregate gradation satisfying to Table 400-13 of MORTH and satisfying the physical paraeteres as per MORTH Table 400-12, mixing in a Wet Mix Plant of 200 tonne capacity at OMC , carriage of mied material to work site and laid in sensorpavers to the required line and grade as per the drawing and compacted with vibratory roller of 8-10 tonne to achieve the desired density of 98% of Maximum dry density and as per the direction of the Engineer-In-Charge of work. |
| 47 | Supplying and erecting centering for sides and soffits including supports and strutting up to 3.30 m height with all cross bracing for plane surfaces as detailed below, using mild steel sheets of 90 X 60 cm 10 gauge stiffened with MS angle of 25 X 25 X 3mm for boarding, laid over adjustable span & jacks and supported by 50mm dia pipes for general pipes scaffolding systems @ a spacing of 1.20m c/c and vertical connected at a height of 2.0m c/c including \"C\" & \"U\" clamps and base receiver cup at bottom for connecting pipes etc and removable systems etc., the rate including cost of all materials, labour charges, wastages, placing, transportation, lead & lifts, tools & plants, fuels, fixing in position at all levels, heights, masking tape in sheet joints, consumables, etc. as complete with all respects complying with relevant standard specification, as directed by the Engineer-in-charge. For Storm water drainage, Service Trench, |
| 48 | Providing and Laying M 30 Design Mix for all reinforced cement concrete with minimum cement content conform to IS 456-2000 using ordinary Portland cement of grade 53 from approved manufacturer, manufactured sand, 20 mm and down graded size coarse aggregates, necessary approved admixtures as per requirement. works for Footings, Grade beam, retainning wall drain wall & raft , Plinth beams, Column, Grade slab, Roof slab & beam, Column drops, Pergola, Staircase waist and landing slab lintel, Sunshades, parapet Cum drops, Steps, canopy, window boxing slab, Loft, fins facia Planter box, machine foundation, elevation features and other similar structures etc..excluding necessary centering, shuttering and reinforcement which shall be measured and paid separately under relevant items. in-charge The rate including cost of all designing the mix, batching plant, mechanical mixing, transporting and placing at all levels, leads, lifts, tools & plants, fuels, all materials, labour charges, wastages , laying, pumping the concrete to all levels, providing sleeves / openings in RCC slabs, compaction by vibrator, gunny bags for curing etc. as complete with all respects complying with relevant standard specification, as directed by theEngineer-in-charge. For Storm water drainage, Service Trench, |
| 49 | Supplying, fabricating and fixing in position of steelFe 550 grade Reinforcement for all RCC work with Thermo Mechanically Treated Bars (TMT) conforming to IS 1786 of latest version according to drawings and binding the reinforcement with 18 gauge double fold GI binding wire and providing Concrete cover blocks to maintain the cover as required. The rate including cost of all materials, bending, tying grills, placing, transportation, lead & lifts, tools & plants, fuels, all materials, labour charges, wastages , laying at all levels, fixing in position, cost of cover blocks and GI binding wires etc. as complete with all respects complying with relevant standard specification, as directed by the Engineer-in-charge. |
| 50 | Providing, Supplying, Loading, Unloading on site Factory made steam cured R.C.C Precast drain cover slab, for drain width of 300mm wide (Inside Dimensions-L x B X H = 400mm x 1000mm x 100mm) as approved. The drain shall be of M40 grade concrete including reinforcement Fe500 Grade or HD Wire of IS:432 Part II, OPC 53 Grade Cement. The surface finish shall be smooth finish, with special in built insert sleeves, all inclusive for fixing, lifting including mechanical means, loading, transportation at site including all leads, lifts. The slab cover is designed to withstand Class AA vehicular loading. Drain Cover Slab |
| 51 | Raising or lowering rectangular manholes to the required level upto 30cm. Including all materials, form work, brick work and with 16 cm.thick M-15 C.C. coping under frame & cover of manhole including curring etc.complete, as specified and as directed. Drainage System - Manholes |
| 52 | Excavation and dismantling of structures on roadway, shifting and relocating of essential utilities, street poles, signals road sign boards including taking necessary permission from the service providers/authorities including payment of necessary deposits and supervision charges,shifting charges etc.complete as directed by Engineer-in-charge. a) Street Poles, Road Sign Boards, |
| 53 | Supplying And Fixing of Rubber Moulded Grey Premium Concrete Kerb of Size 450X125X300mm Using M30 Concrete. The Concrete Shall Be Moulded By Table Mount Vibrated With Polypropylene Fibers At 5% And Curing Compound. The rate including Cost of all Matrials , Labour Charges , Wastages , Transportation Charges Loading Unloading Charges and Including Necessary Earth Work Pointing With cm. 1:3 To Full Depth Curing Thread Lining Etc Complete . |
| 54 | Supplying and laying precast Rubber Moulded hydraulically pressed cement concrete paver block with pattern design of 50% colour and 50% Plain made of M40 grade concrete - 83 mm thick of approved quality and colour, over the filling manufactured sand to 50 mm thick, levelling and compacting with plate vibrator and laying of the inter locking paving blocks with sand binding and final compaction with plate vibrator of 3 tonne capacity finishing the surface including cutting of blocks at the edges including all labour, materials, transportation, shifting etc., complete, as directed by the Engineer-in-charge. |
| 55 | Providing and fixing of flooring with quality approved make Ceramic Tack Tiles (seamless joint) confirming to IS 13006/EN 176 Group B1a with technical specification as Mohs scratch hardness minimum 7,Water Absorption of less than 0.5%, Modulus of Rupture greater than 35 N/mm2, Deep Abrasion resistant maximum 175 mm 3 Surface flatness, Straightness of sides ± 0.25%, thickness ± 5% of size of approved colour and size & thick as specified below, set in 20mm thick C.M.1:4(1 cement and 4 manufactured sand ) and pointing with white cement to matching colour shade as per Manufacturer\"s Specification and as directed. Rate shall include wastages, for preparation of base surface, cleaning, acid wash, and finished surface, work at all levels and as directed. Rate shall be inclusive of forming pattern as directed by Engineer-in-charge. etc; as complete in all respects and complying with relevant standard specifications and as directed |
| 56 | Providing guildeline road marking kerb painting (special acrylic medium pigmented ) involving cleaning the surface free of dirt and loose particles applying one coat of primer and applying one layer of 20 to 25 microns. Rate shall include for all materials & labour components etc., as complete all respects complying with relevant IRC specifications, as directed by the Engineer-in-charge. |
| 57 | Arrow marking for Route direction straight or right or left or straight & right or straight or left & lettering as per design in white or traffic yellow as specified and directed for speed limit upto 50 km/hrs. |
| 58 | Supplying and fixing 3\" x 3\" Galvenized steel post with necessary rivet, bolt firmly fixed to the base plate,Galvenized steel base post concreted for 30\" with necessary base plate. Extruded type Aluminum name plate of minimum 9\" height and 24\" - 48\" depending on the name, The extruded blank name plate shall have a web of thickness of 0.090 and a flange thickness of 0.250, and each corner of the name blank shall be square cut, Holes shall be placed in the blank name plate as detailed in Drawing. The extruded street name plates shall be mounted to the sign post by means of a post to sign (post top) bracket and sign to sign (cross) bracket made of high strength die-cast aluminum alloy number 380 having a tensile strength of 49,000 psi. The post top and cross brackets shall have two angled gussets on ribs on each side for extra strength and shall be smoothly finished and free of holes, pits or flaws. Each set of brackets shall be drilled and tapped to receive six, each, 5/16 - 18-1/2 inch twelve-point spline head bolts, and four, each, 5/16 - 18-3/8 inch hex-head set screws with 5/32 inch center pin, made of either stainless steel, zinc or cadmium plated steel. Post top and cross brackets shall be cast or machined to receive extruded blades with a 0.090 web and a 0.250 flange thickness. Six vandalproof twelve-point spline head bolts and four hex-head set screws with center pin shall be furnished with each set of brackets. The complete unit shall be rigidly fastened together and shall be theft proof when fastened to the post. Street Name Board |
| 59 | Supplying and fixing 3\" x 3\" Galvenized steel post with necessary rivet, bolt firmly fixed to the base plate,Galvenized steel base post concreted for 30\" with necessary base plate. Extruded type Aluminum name plate of minimum 9\" height and 24\" - 48\" depending on the name, The extruded blank name plate shall have a web of thickness of 0.090 and a flange thickness of 0.250, and each corner of the name blank shall be square cut, Holes shall be placed in the blank name plate as detailed in Drawing. The extruded street name plates shall be mounted to the sign post by means of a post to sign (post top) bracket and sign to sign (cross) bracket made of high strength die-cast aluminum alloy number 380 having a tensile strength of 49,000 psi. The post top and cross brackets shall have two angled gussets on ribs on each side for extra strength and shall be smoothly finished and free of holes, pits or flaws. Each set of brackets shall be drilled and tapped to receive six, each, 5/16 - 18-1/2 inch twelve-point spline head bolts, and four, each, 5/16 - 18-3/8 inch hex-head set screws with 5/32 inch center pin, made of either stainless steel, zinc or cadmium plated steel. Post top and cross brackets shall be cast or machined to receive extruded blades with a 0.090 web and a 0.250 flange thickness. Six vandalproof twelve-point spline head bolts and four hex-head set screws with center pin shall be furnished with each set of brackets. The complete unit shall be rigidly fastened together and shall be theft proof when fastened to the post. Junction Name Boards |
| 60 | Direction – Board – Providing, Fabricating, Erecting on site Direction Board. As per the design incorporated in the catalogue of street Furniture published by MoRTH, Vertical pole shall be ISMC-350. Signage plaque (box) shall be of size 1200mm x 2400mm made of ISMC 100mm and bracing of MS angle 50mm x 50mm x 6mm, covered with 3 mm aluminum sheet / F.R.P. Sheet on both sides, the box assembly; shall be fixed to the vertical pole. The box shall be pasted with HIGH INTENSITY GRADE retro reflective base sheets on both sides conforming to I.R.C. 67 CODE. Letters or signages to be pasted on this box shall also be of HIGH INTENSITY GRADE (up to 50% of basic area) conforming to I.R.C. 67 CODE. The reflectivity of sheet shall have guarantee of 7 years. The reflection count shall not be less than 90% of its original reflection after 7 years. The vertical poles shall be provided with 20 mm dia 6 nos. hold fasts embedded in 1:2:4 CC foundation of size 1500 mm x 1500mm. The assembly shall be treated with RustIcide solution of approved company and applied with Polyurethane primer and Paint to resist rusting of material |
| 61 | Mandatory & Cautionary Board – Providing, Fabricating, Erecting on site Mandatory & Cautionary Boards (of type 1S-A-1). As per the design incorporated in Street Furniture catalogue by MoRTH, Vertical poles shall be M.S. Square pipe of size 50mm x 50mm x 3.5mm thick. Signage plaque (box) shall be of size 600mm dia. The box shall be made of MS Square pipe of size 25mm x 25mm x3mm thick covered with 3 mm thick aluminum sheet / F.R.P. Sheet on both sides, The box assembly; shall be fixed to the vertical pole. The box shall be pasted with HIGH INTENSITY GRADE retro reflective base sheets on both sides conforming to I.R.C. 67 CODE. Letters or signages to be pasted on this box shall also be of HIGH INTENSITY GRADE (up to 50% of basic area) conforming to I.R.C. 67 CODE. The reflectivity of sheet shall have guarantee of 7 years. The refection count shall not be less than 90% of its original reflection after 7 years. The foundation shall either be with base shall either be with base plate of M.S. of size 200 x 200 x 6mm thick, 16 dia J Bolts or embedding the pole in foundation with 12mm dia x 6 nos. hold fasts embedded in 1:2:4 concrete. |
| 62 | Supply & Installation of LED Street Lights with Octagonal Poles and Allied Electrical Works as per specification, Luminaire Side entry type. Shall consist of separate optical and control gear compartment. Driver should be easily replaceable in the field conditions. Housing / Body of fitting shall be Pressure Die cast Aluminium housing with corrosion resistant polyester powder coated and manufacturer name embossed on the housing/screen printing is not allowed, Optical and Control gear compartment – IP 66, Impact resistance greater than or equal to IK 07, Make of LED: CREE / GE/ Lumileds / Nichia / Osram / LG Innotek or equivalent satisfying the technical requirements. The LED shall be of Surfaceounted Design, Voltage 140 - 270 volt universal electronic driver, The value of CRI shall be more than 70, 5700 K, >120 Lm/Watt sys efficiency, LM 79 & LM 80 & NABL Certifications and authorized channel partner certificates from the manufacturer should be enclosed in technical bid. The manufacturer LED Light fittings should be approved. |
| 63 | Supply and fixing of 120Litre Heavy duty trash can with specially designed bottom for minimizing the breakage and UV protested colour from sun rays. The trash can is fitted with wheel at bottom for easy mobility. The strong lid with smooth curved upper surface for perfect fit to ensure preventing unwanted smells to escape and rain water to seep through. The rate is inclusive of transportation, laoding and unloading charges. |
| 64 | Supply of Compactor 1100 Litres Bin made of galvanized Sheet, thickness of 2.5 mm, side and bottom 3 mm , MS angle and MS channel and 8\" heavy duty fibre wheel as directed by the department officers. The cost includes the labour charges, transportations all complete as per Engineer in Charge |
| 65 | Providing and laying Precast Seating 1500mm X 890 mm 80mm thick slabs using M30 grade of concrete.Reinforced suitably to promote long use and to prevent damage during handling, transportation & erection each bench consists of 2 nos L - Shaped base support in Cement colour back height 890 mm front height 450 mm and base width 690mm and 1 nos. reinforced concrete plank in red colour of size 1500mm X 425mm X 50mm and bench top & back planks are treated with special anti - corrosive, water proof coating so as to make surfaces glossy and water proof the cost includes material cost, labour charges, transport charges etc.,as directed by Engineer-in-Charge |
| 66 | Manufacturing, Supply & Installation of Statue as per the drawing, Statue / Sculoture made up of Bronze (Copper (55-60%), Zinc (25- 30%), other diverse metals (10-15%) (Tin, Lead, Iron, Nickel etc.)) complete including the cost of transportation, all civil materials, related allied works, scaffolding and supporting, 3-4 nos. power point & electrical points for future installation of light fixtures for illumination and all other required accessories i.e. anchors, bolts etc. required to install the statue and all along and complete the work in all respect as directed by Engineer in Charge at site. Cost includes Design, Modelling, Negative Mold for approval, Molding material, Finishing material etc. Junction 3 - Sea Horse 13\" |
| 67 | LANDSCAPE:Landscaping Plantation work:Transplantation of existing trees of girth of all dia. including uprooting and shifting of the tree and placing in pits of suitable size and after transplanting, removal of excavated earth to desired location, filling the pit with red earth, manure, watering etc. complete with all leads, lifts, including maintenance for 6 months. The item also includes back filling of the trench taken for exposing the root system of the tree proposed to be transplanted etc. complete as directed by Engineer-in-charge. Tress - 50mm Less Dia |
| 68 | Transplantation of existing trees of girth of all dia. including uprooting and shifting of the tree and placing in pits of suitable size and after transplanting, removal of excavated earth to desired location, filling the pit with red earth, manure, watering etc. complete with all leads, lifts, including maintenance for 6 months. The item also includes back filling of the trench taken for exposing the root system of the tree proposed to be transplanted etc. complete as directed by Engineer-in-charge. Cutting down of tree having diameter above 50 mm & Upto 150 mm |
| 69 | Providing and fixing of the precast TREE GUARD KERB of M-20 C.C. of height 230mm., width 100mm., Length 400mm.,finished neatly, compacting ,curing, formwork etc. including bedding of M-10 C.C.procured from approved R.M.C. plant,10cm.thick, filling of jointing in C.M. 1:2 and painting the exposed surface with 3 coats of road marking paint, Grade I of approved colours and quality including single coat of approved brand primer including excavation in C.C.,asphalt etc. as specified and as directed. |
| 70 | Excavation, Site Dressing and Land Modulation : Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure).Site Cleaning & Soil Restoration : Supplying and stacking of good earth at site including royalty and carriage complete, Supplying and stacking of well decayed cow dung manure at site including and carriage complete. Grassing with selection No. 1 grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, Planting Jumping / Korian grass at 25mm c/c |
| 71 | Shrubs, Hedges, Shrubbery and Groundcover Plantation : Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, levelling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and levelling as directed, within a lead of 50 m, lift up to 1.5 m complete. Hedges |
| 72 | Shrubs, Hedges, Shrubbery and Groundcover Plantation : Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, levelling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and levelling as directed, within a lead of 50 m, lift up to 1.5 m complete. Shrubs |
| 73 | Providing well grown trees with minimum average girth of 10 cm and minimum height of 5 M above finished level after plantation of specified variety , at desired location & at specified distances. Achieving finished grade level. Planting the tree with appropriate anchoring, levelling the top soil surface as specified after plantation, staking to balance the tree. Including transport to the site & planting , preparation of tree basin, watering & maintaining for 1 month after completion of plantation and replacement of casualties till 1 month. |
| 74 | Providing, Fixing,Testing & Commissioning of Drip Pipe irrigation system with all necessary fittings, pumps and related civil works, including all labours, all complete |
| 75 | PLUMBING WORKS:Supplying, providing laying and jointing GI pipes with GI Fittings in trenches of following class and diameter by wrapping them by hessian cloth with tar coating and including any nominal pipe length required to be laid above ground level, conveyance from stores to site work, all labour, necessary excavation, backfilling, giving satisfactory hydraulic test, etc complete in all respect as directed by Engineer in Charge. Note : Only approved GI pipe brands shall be used, all pipe and pipe fittings shall be C class (heavy grade) having ISI marking. 100mm Dia |
| 76 | Supply fixing, texting and commisioning of RO UV Water cooler with 120 ltr capacity of 3 faucet, 90 LPH Purification capacity, min 3 stage water purification. The rate includes the cost of Material, labour charges, loading & Unloading and Transportation charges etc., complete and as per the standard specification. |
| 77 | Schedule- C - Construction of STREET LANDSCAPE STRETCH 3-5 @ VOC PORT TUTICORIN |
| 78 | CIVIL WORKS:Clearing scrub Jungle and Surface dressing of the ground. The rate including hire charges of all machineries, removing of all rubbish from site, lead upto 50m, transportat charges and labour charges etc., complete complying with standard specification. |
| 79 | Dismantling removing the existing Bitument Road and its sub structures., by using required mechinaries including stacking of steel bars and disposal of unserviceable material within 50m lead, labour charges, as per direction of Engineer in charge. |
| 80 | Carting away surplus excavated earthavailable with in the campus is to be carted to a lead of within 3 KM from site. The rate shall include loading into the tipper/ lorry, transporting and unloading, leveling and the earth scooped by bulldozers grading etc.,complete with all respects complying with relevant standard specification, as directed by the Departmental Officers. |
| 81 | Supplying and Filling withM - Sand in foundation and others sub structures for 100mm thick and well watered, rammed and consolidated by power compacter. The rate includes the cost of M sand, compacting with mechanical compactors, labour charges for leveling, loading & Unloading and Transportation charges etc., complete and as per the standard specification. |
| 82 | Providing and laying Plain cement concrete 1 : 4 : 8 ratio of (1 cement , 4 sand and8 graded stone aggregate 40mm nominal size) in foundation and basement including dewatering wherever necessary and laid in layers not more than 15 cm thick and consolidation etc. The rate includes the cost of materials, labour charges, lifting charges, loading & Unloading and Transportation etc., complete and as per the standard specification. |
| 83 | Construction of Wet Mix Macadam 250mm compacted thickness in two layers by providing , laying , Paving , and compactingofaggregate gradation satisfying to Table 400-13 of MORTH and satisfying the physical paraeteres as per MORTH Table 400-12, mixing in a Wet Mix Plant of 200 tonne capacity at OMC , carriage of mied material to work site and laid in sensorpavers to the required line and grade as per the drawing and compacted with vibratory roller of 8-10 tonne to achieve the desired density of 98% of Maximum dry density and as per the direction of the Engineer-In-Charge of work. |
| 84 | Supplying and erecting centering for sides and soffits including supports and strutting up to 3.30 m height with all cross bracing for plane surfaces as detailed below, using mild steel sheets of 90 X 60 cm 10 gauge stiffened with MS angle of 25 X 25 X 3mm for boarding, laid over adjustable span & jacks and supported by 50mm dia pipes for general pipes scaffolding systems @ a spacing of 1.20m c/c and vertical connected at a height of 2.0m c/c including \"C\" & \"U\" clamps and base receiver cup at bottom for connecting pipes etc and removable systems etc., the rate including cost of all materials, labour charges, wastages, placing, transportation, lead & lifts, tools & plants, fuels, fixing in position at all levels, heights, masking tape in sheet joints, consumables, etc. as complete with all respects complying with relevant standard specification, as directed by the Engineer-in-charge. For Storm water drainage, Service Trench, |
| 85 | Providing and Laying M 30 Design Mix for all reinforced cement concrete with minimum cement content conform to IS 456-2000 using ordinary Portland cement of grade 53 from approved manufacturer, manufactured sand, 20 mm and down graded size coarse aggregates, necessary approved admixtures as per requirement. works for Footings, Grade beam, retainning wall drain wall & raft , Plinth beams, Column, Grade slab, Roof slab & beam, Column drops, Pergola, Staircase waist and landing slab lintel, Sunshades, parapet Cum drops, Steps, canopy, window boxing slab, Loft, fins facia Planter box, machine foundation, elevation features and other similar structures etc..excluding necessary centering, shuttering and reinforcement which shall be measured and paid separately under relevant items. in-charge The rate including cost of all designing the mix, batching plant, mechanical mixing, transporting and placing at all levels, leads, lifts, tools & plants, fuels, all materials, labour charges, wastages , laying, pumping the concrete to all levels, providing sleeves / openings in RCC slabs, compaction by vibrator, gunny bags for curing etc. as complete with all respects complying with relevant standard specification, as directed by theEngineer-in-charge. For Storm water drainage, Service Trench, |
| 86 | Supplying, fabricating and fixing in position of steelFe 550 grade Reinforcement for all RCC work with Thermo Mechanically Treated Bars (TMT) conforming to IS 1786 of latest version according to drawings and binding the reinforcement with 18 gauge double fold GI binding wire and providing Concrete cover blocks to maintain the cover as required. The rate including cost of all materials, bending, tying grills, placing, transportation, lead & lifts, tools & plants, fuels, all materials, labour charges, wastages , laying at all levels, fixing in position, cost of cover blocks and GI binding wires etc. as complete with all respects complying with relevant standard specification, as directed by the Engineer-in-charge. |
| 87 | Providing, Supplying, Loading, Unloading on site Factory made steam cured R.C.C Precast drain cover slab, for drain width of 300mm wide (Inside Dimensions-L x B X H = 400mm x 1000mm x 100mm) as approved. The drain shall be of M40 grade concrete including reinforcement Fe500 Grade or HD Wire of IS:432 Part II, OPC 53 Grade Cement. The surface finish shall be smooth finish, with special in built insert sleeves, all inclusive for fixing, lifting including mechanical means, loading, transportation at site including all leads, lifts. The slab cover is designed to withstand Class AA vehicular loading. Drain Cover Slab |
| 88 | Providing and fixing pre-cast Central Median divider Type-I of R.M.C. in M-20 C.C. on Road finished neatly, compacting, curing, with formwork, etc, including bedding of R.M.C.of M-10 C.C, 15cm thick, filling of joints in C.M.1:2 & painting the exposed surface with 3coat of roadmarking paint, Grade-I of approved colour and quality including required excavation in C.C. , asphalt etc, and removing the same anywhere in City & Sublimit, levelling the same as specified and as directed by the Engineer. Median |
| 89 | Raising or lowering rectangular manholes to the required level upto 30cm. Including all materials, form work, brick work and with 16 cm.thick M-15 C.C. coping under frame & cover of manhole including curring etc.complete, as specified and as directed. Drainage System - Manholes |
| 90 | Excavation and dismantling of structures on roadway, shifting and relocating of essential utilities, street poles, signals road sign boards including taking necessary permission from the service providers/authorities including payment of necessary deposits and supervision charges,shifting charges etc.complete as directed by Engineer-in-charge. a) Street Poles, Road Sign Boards, |
| 91 | Supplying And Fixing of Rubber Moulded Grey Premium Concrete Kerb of Size 450X125X300mm Using M30 Concrete. The Concrete Shall Be Moulded By Table Mount Vibrated With Polypropylene Fibers At 5% And Curing Compound. The rate including Cost of all Matrials , Labour Charges , Wastages , Transportation Charges Loading Unloading Charges and Including Necessary Earth Work Pointing With cm. 1:3 To Full Depth Curing Thread Lining Etc Complete . |
| 92 | Supplying and laying precast Rubber Moulded hydraulically pressed cement concrete paver block with pattern design of 50% colour and 50% Plain made of M40 grade concrete - 83 mm thick of approved quality and colour, over the filling manufactured sand to 50 mm thick, levelling and compacting with plate vibrator and laying of the inter locking paving blocks with sand binding and final compaction with plate vibrator of 3 tonne capacity finishing the surface including cutting of blocks at the edges including all labour, materials, transportation, shifting etc., complete, as directed by the Engineer-in-charge. |
| 93 | Providing and fixing of flooring with quality approved make Ceramic Tack Tiles (seamless joint) confirming to IS 13006/EN 176 Group B1a with technical specification as Mohs scratch hardness minimum 7,Water Absorption of less than 0.5%, Modulus of Rupture greater than 35 N/mm2, Deep Abrasion resistant maximum 175 mm 3 Surface flatness, Straightness of sides ± 0.25%, thickness ± 5% of size of approved colour and size & thick as specified below, set in 20mm thick C.M.1:4(1 cement and 4 manufactured sand ) and pointing with white cement to matching colour shade as per Manufacturer\"s Specification and as directed. Rate shall include wastages, for preparation of base surface, cleaning, acid wash, and finished surface, work at all levels and as directed. Rate shall be inclusive of forming pattern as directed by Engineer-in-charge. etc; as complete in all respects and complying with relevant standard specifications and as directed |
| 94 | Providing guildeline road marking kerb painting (special acrylic medium pigmented ) involving cleaning the surface free of dirt and loose particles applying one coat of primer and applying one layer of 20 to 25 microns. Rate shall include for all materials & labour components etc., as complete all respects complying with relevant IRC specifications, as directed by the Engineer-in-charge. |
| 95 | Arrow marking for Route direction straight or right or left or straight & right or straight or left & lettering as per design in white or traffic yellow as specified and directed for speed limit upto 50 km/hrs. |
| 96 | Supplying and fixing 3\" x 3\" Galvenized steel post with necessary rivet, bolt firmly fixed to the base plate,Galvenized steel base post concreted for 30\" with necessary base plate. Extruded type Aluminum name plate of minimum 9\" height and 24\" - 48\" depending on the name, The extruded blank name plate shall have a web of thickness of 0.090 and a flange thickness of 0.250, and each corner of the name blank shall be square cut, Holes shall be placed in the blank name plate as detailed in Drawing. The extruded street name plates shall be mounted to the sign post by means of a post to sign (post top) bracket and sign to sign (cross) bracket made of high strength die-cast aluminum alloy number 380 having a tensile strength of 49,000 psi. The post top and cross brackets shall have two angled gussets on ribs on each side for extra strength and shall be smoothly finished and free of holes, pits or flaws. Each set of brackets shall be drilled and tapped to receive six, each, 5/16 - 18-1/2 inch twelve-point spline head bolts, and four, each, 5/16 - 18-3/8 inch hex-head set screws with 5/32 inch center pin, made of either stainless steel, zinc or cadmium plated steel. Post top and cross brackets shall be cast or machined to receive extruded blades with a 0.090 web and a 0.250 flange thickness. Six vandalproof twelve-point spline head bolts and four hex-head set screws with center pin shall be furnished with each set of brackets. The complete unit shall be rigidly fastened together and shall be theft proof when fastened to the post. Street Name Board |
| 97 | Supplying and fixing 3\" x 3\" Galvenized steel post with necessary rivet, bolt firmly fixed to the base plate,Galvenized steel base post concreted for 30\" with necessary base plate. Extruded type Aluminum name plate of minimum 9\" height and 24\" - 48\" depending on the name, The extruded blank name plate shall have a web of thickness of 0.090 and a flange thickness of 0.250, and each corner of the name blank shall be square cut, Holes shall be placed in the blank name plate as detailed in Drawing. The extruded street name plates shall be mounted to the sign post by means of a post to sign (post top) bracket and sign to sign (cross) bracket made of high strength die-cast aluminum alloy number 380 having a tensile strength of 49,000 psi. The post top and cross brackets shall have two angled gussets on ribs on each side for extra strength and shall be smoothly finished and free of holes, pits or flaws. Each set of brackets shall be drilled and tapped to receive six, each, 5/16 - 18-1/2 inch twelve-point spline head bolts, and four, each, 5/16 - 18-3/8 inch hex-head set screws with 5/32 inch center pin, made of either stainless steel, zinc or cadmium plated steel. Post top and cross brackets shall be cast or machined to receive extruded blades with a 0.090 web and a 0.250 flange thickness. Six vandalproof twelve-point spline head bolts and four hex-head set screws with center pin shall be furnished with each set of brackets. The complete unit shall be rigidly fastened together and shall be theft proof when fastened to the post. Junction Name Boards |
| 98 | Direction – Board – Providing, Fabricating, Erecting on site Direction Board. As per the design incorporated in the catalogue of street Furniture published by MoRTH, Vertical pole shall be ISMC-350. Signage plaque (box) shall be of size 1200mm x 2400mm made of ISMC 100mm and bracing of MS angle 50mm x 50mm x 6mm, covered with 3 mm aluminum sheet / F.R.P. Sheet on both sides, the box assembly; shall be fixed to the vertical pole. The box shall be pasted with HIGH INTENSITY GRADE retro reflective base sheets on both sides conforming to I.R.C. 67 CODE. Letters or signages to be pasted on this box shall also be of HIGH INTENSITY GRADE (up to 50% of basic area) conforming to I.R.C. 67 CODE. The reflectivity of sheet shall have guarantee of 7 years. The reflection count shall not be less than 90% of its original reflection after 7 years. The vertical poles shall be provided with 20 mm dia 6 nos. hold fasts embedded in 1:2:4 CC foundation of size 1500 mm x 1500mm. The assembly shall be treated with RustIcide solution of approved company and applied with Polyurethane primer and Paint to resist rusting of material |
| 99 | Mandatory & Cautionary Board – Providing, Fabricating, Erecting on site Mandatory & Cautionary Boards (of type 1S-A-1). As per the design incorporated in Street Furniture catalogue by MoRTH, Vertical poles shall be M.S. Square pipe of size 50mm x 50mm x 3.5mm thick. Signage plaque (box) shall be of size 600mm dia. The box shall be made of MS Square pipe of size 25mm x 25mm x3mm thick covered with 3 mm thick aluminum sheet / F.R.P. Sheet on both sides, The box assembly; shall be fixed to the vertical pole. The box shall be pasted with HIGH INTENSITY GRADE retro reflective base sheets on both sides conforming to I.R.C. 67 CODE. Letters or signages to be pasted on this box shall also be of HIGH INTENSITY GRADE (up to 50% of basic area) conforming to I.R.C. 67 CODE. The reflectivity of sheet shall have guarantee of 7 years. The refection count shall not be less than 90% of its original reflection after 7 years. The foundation shall either be with base shall either be with base plate of M.S. of size 200 x 200 x 6mm thick, 16 dia J Bolts or embedding the pole in foundation with 12mm dia x 6 nos. hold fasts embedded in 1:2:4 concrete. |
| 100 | Supply & Installation of LED Street Lights with Octagonal Poles and Allied Electrical Works as per specification, Luminaire Side entry type. Shall consist of separate optical and control gear compartment. Driver should be easily replaceable in the field conditions. Housing / Body of fitting shall be Pressure Die cast Aluminium housing with corrosion resistant polyester powder coated and manufacturer name embossed on the housing/screen printing is not allowed, Optical and Control gear compartment – IP 66, Impact resistance greater than or equal to IK 07, Make of LED: CREE / GE/ Lumileds / Nichia / Osram / LG Innotek or equivalent satisfying the technical requirements. The LED shall be of Surfaceounted Design, Voltage 140 - 270 volt universal electronic driver, The value of CRI shall be more than 70, 5700 K, >120 Lm/Watt sys efficiency, LM 79 & LM 80 & NABL Certifications and authorized channel partner certificates from the manufacturer should be enclosed in technical bid. The manufacturer LED Light fittings should be approved. |
| 101 | Supply and fixing of 120Litre Heavy duty trash can with specially designed bottom for minimizing the breakage and UV protested colour from sun rays. The trash can is fitted with wheel at bottom for easy mobility. The strong lid with smooth curved upper surface for perfect fit to ensure preventing unwanted smells to escape and rain water to seep through. The rate is inclusive of transportation, laoding and unloading charges. |
| 102 | Supply of Compactor 1100 Litres Bin made of galvanized Sheet, thickness of 2.5 mm, side and bottom 3 mm , MS angle and MS channel and 8\" heavy duty fibre wheel as directed by the department officers. The cost includes the labour charges, transportations all complete as per Engineer in Charge |
| 103 | Providing and laying Precast Seating 1500mm X 890 mm 80mm thick slabs using M30 grade of concrete.Reinforced suitably to promote long use and to prevent damage during handling, transportation & erection each bench consists of 2 nos L - Shaped base support in Cement colour back height 890 mm front height 450 mm and base width 690mm and 1 nos. reinforced concrete plank in red colour of size 1500mm X 425mm X 50mm and bench top & back planks are treated with special anti - corrosive, water proof coating so as to make surfaces glossy and water proof the cost includes material cost, labour charges, transport charges etc.,as directed by Engineer-in-Charge |
| 104 | Manufacturing, Supply & Installation of Statue as per the drawing, Statue / Sculoture made up of Bronze (Copper (55-60%), Zinc (25- 30%), other diverse metals (10-15%) (Tin, Lead, Iron, Nickel etc.)) complete including the cost of transportation, all civil materials, related allied works, scaffolding and supporting, 3-4 nos. power point & electrical points for future installation of light fixtures for illumination and all other required accessories i.e. anchors, bolts etc. required to install the statue and all along and complete the work in all respect as directed by Engineer in Charge at site. Cost includes Design, Modelling, Negative Mold for approval, Molding material, Finishing material etc. Junction 4 - Boat 8\" |
| 105 | Manufacturing, Supply & Installation of Statue as per the drawing, Statue / Sculoture made up of Bronze (Copper (55-60%), Zinc (25- 30%), other diverse metals (10-15%) (Tin, Lead, Iron, Nickel etc.)) complete including the cost of transportation, all civil materials, related allied works, scaffolding and supporting, 3-4 nos. power point & electrical points for future installation of light fixtures for illumination and all other required accessories i.e. anchors, bolts etc. required to install the statue and all along and complete the work in all respect as directed by Engineer in Charge at site. Cost includes Design, Modelling, Negative Mold for approval, Molding material, Finishing material etc. Junction 5 - VOC 8\" |
| 106 | LANDSCAPE:Landscaping Plantation work:Transplantation of existing trees of girth of all dia. including uprooting and shifting of the tree and placing in pits of suitable size and after transplanting, removal of excavated earth to desired location, filling the pit with red earth, manure, watering etc. complete with all leads, lifts, including maintenance for 6 months. The item also includes back filling of the trench taken for exposing the root system of the tree proposed to be transplanted etc. complete as directed by Engineer-in-charge. Tress - 50mm Less Dia |
| 107 | Transplantation of existing trees of girth of all dia. including uprooting and shifting of the tree and placing in pits of suitable size and after transplanting, removal of excavated earth to desired location, filling the pit with red earth, manure, watering etc. complete with all leads, lifts, including maintenance for 6 months. The item also includes back filling of the trench taken for exposing the root system of the tree proposed to be transplanted etc. complete as directed by Engineer-in-charge. Cutting down of tree having diameter above 50 mm & Upto 150 mm |
| 108 | Providing and fixing of the precast TREE GUARD KERB of M-20 C.C. of height 230mm., width 100mm., Length 400mm.,finished neatly, compacting ,curing, formwork etc. including bedding of M-10 C.C.procured from approved R.M.C. plant,10cm.thick, filling of jointing in C.M. 1:2 and painting the exposed surface with 3 coats of road marking paint, Grade I of approved colours and quality including single coat of approved brand primer including excavation in C.C.,asphalt etc. as specified and as directed. |
| 109 | Excavation, Site Dressing and Land Modulation : Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure).Site Cleaning & Soil Restoration : Supplying and stacking of good earth at site including royalty and carriage complete, Supplying and stacking of well decayed cow dung manure at site including and carriage complete. Grassing with selection No. 1 grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, Planting Jumping / Korian grass at 25mm c/c |
| 110 | Shrubs, Hedges, Shrubbery and Groundcover Plantation : Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, levelling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and levelling as directed, within a lead of 50 m, lift up to 1.5 m complete. Shrubs |
| 111 | Providing well grown trees with minimum average girth of 10 cm and minimum height of 5 M above finished level after plantation of specified variety , at desired location & at specified distances. Achieving finished grade level. Planting the tree with appropriate anchoring, levelling the top soil surface as specified after plantation, staking to balance the tree. Including transport to the site & planting , preparation of tree basin, watering & maintaining for 1 month after completion of plantation and replacement of casualties till 1 month. |
| 112 | Providing, Fixing,Testing & Commissioning of Drip Pipe irrigation system with all necessary fittings, pumps and related civil works, including all labours, all complete |
| 113 | PLUMBING WORKS:Supplying, providing laying and jointing GI pipes with GI Fittings in trenches of following class and diameter by wrapping them by hessian cloth with tar coating and including any nominal pipe length required to be laid above ground level, conveyance from stores to site work, all labour, necessary excavation, backfilling, giving satisfactory hydraulic test, etc complete in all respect as directed by Engineer in Charge. Note : Only approved GI pipe brands shall be used, all pipe and pipe fittings shall be C class (heavy grade) having ISI marking. 100mm Dia |
| 114 | Supply fixing, texting and commisioning of RO UV Water cooler with 120 ltr capacity of 3 faucet, 90 LPH Purification capacity, min 3 stage water purification. The rate includes the cost of Material, labour charges, loading & Unloading and Transportation charges etc., complete and as per the standard specification. |
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| 4 | Click here to download tender document | Tender Documents |
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