Urban Design Site Development and Heritage Conservation of delineated area of Dr Sabne Road Main Market Precinct allied plots and delineated site situated in the Historic Market Area of Mahabaleshwar Maharashtra owned by the Mahabaleshwar 2nd Calll

Urban Design, Site Development and Heritage Conservation of delineated area of Dr. Sabne Road (Main Market Precinct), allied plots and delineated site situated in the Historic Market Area of Mahabaleshwar, Maharashtra owned by the Mahabaleshwar Hill Station Municipal Council

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.

Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately etc. complete.

Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately etc. complete.

Excavation for roadway in hard murum and boulder including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 m and spreading for embankment or stacking as directed.

Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately

Dismantling brick masonry in lime or cement mortar and stacking the materials as directed with all leads, lifts etc.

Removing iron pipe raling having wooden R.C.C. or C.C. or iron post and stacking the materials as directed etc. complete.

Excavation for foundation in Hard rock by chiselling, wedging, line drilling, etc. including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the building area stacking as directed, dewatering and back filling with available earth/ murum watering, ramming etc. complete. (Lift upto 1.5 m). By Mechanical Means

Dismantling stone masonry in lime or cement mortar including stacking the materils as directed with all leads, lifts etc.

Removing doors and windows with frames and stacking the materials as directed with all leads, lifts etc. complete.

Removing cement tiles, or marble or polished shahabad floor or dado without bed concrete including stacking the materials as directed with all leads, lifts etc. complete

Removing single country tiled roof with battens and stacking the materials as directed with all leads and lifts etc. complete.

Dismantling of concrete pedestal up to required height using electrical breakers including cutting reinforcement by gas cutters, other accessories, safety of workers and removal and disposal of debris as per instruction of site in- charge

Removing loose rust from the reinforcement bars by wire brushing, light hammering etc. and applying sulphate and chloride free inorganic single component rust remover Rusticide as approved by Engineer in charge conforming to IS 9077. The rusted surface shall become blackish non rusted colour. After 24 hours of application of rust remover, loose particles shall be removed by brush. Apply one more coat of Rusticide. Apply bonding coat slurry of high performance acrylic polymer - Methyl 2-methylpropenoate copolymer with another enoate as approved by Engineer in charge on entire surface. Mix 1 Kg of acrylic polymer with 0.5 Kg of cement. Finish it with ready to use repair polymer modified mortar based onspecial cements, aldehyde based polymers with thixotropy modifying agents as approved by Engineer in charge (The Polymer Modified Mortar (PMM) should attain min. compressive strength of 20 N/mm2 in 1 day and 30 N/mm2 in 7 days) by adding 13 - 16% water by weight of polymer modified mortar for treatment to the damaged RCC members. Add 1 Kg of Migrating Corrosion Inhibiting Admixture as approved by Engineer in charge per 25 Kg bag of polymer modified mortar. After mixing polymer modified mortar, it can be trowel applied or sprayed. When applying by hand, polymer modified mortar must be forced tightly into the substrate to ensure complete contact with the substrate. (If scaffolding is required, same shall be provided and will be paid under relevant item) (Upto 15 mm thickness at a time).

Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete.

Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - I Material

Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete.

Wet Mix Macadam -- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Laying By Grader / Paver.

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate ( VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 Kilogram/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge , compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete.

Providing and laying Cast in situ/Ready Mix cement concrete in M20 of trap/ granite/quartzite/gneiss metal for bed blocks, foundation blocks and such other items including bailing out water, Steel centering, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)

Providing structural steel work in single stanchions composed of R.S.J. Channel etc. with caps, bases, mild steel plated, angle brackets, cleats, gusset plates, anchor bolts etc. as per detailed designs and drawings or as directed including cutting, fabrication, hoisting, erecting fixing in position, making riveted/ bolted/ welded connection and one coat of anticorrosive paint and over it two. coats of oil painting approved quality and shade etc. complete.

Providing and laying Cast in situ/Ready Mix cement concrete M-30 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. columns as per detailed designs and drawing or as directed including Steel centering formwork, cover blocks laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)

Providing Ist class brick masonry work in 1:3 in sub structure complete with watering as per drawings and technical specifications etc. complete. (excluding pointing and plastering)

Providing internal / external 20 mm thick Ready Mix plaster confirming to IS:4031(Part-4) 1988 and IS 383- 1970 in a single coat using Cement mortar of proportion 1:4 containing special type of polymer additives about 0.4%, to all type of surfaces in all positions including scaffolding and curing complete

Providing and fabricating structural steel work in rolled sections like joists, channels, angles, tees etc. as per detailed design and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted/ bolted/ welded connections without connecting plates, braces etc. and including one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade etc. complete.

Supplying hard murum at the road site including conveying and stacking complete.

Supplying soft murum at the road site including conveying and stacking complete.

Spreading hard murum/ soft murum/ gravel or kankar for side width complete

Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering complete.

Providing and laying in-situ M40 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge.

Providing and laying tactile paving (for visually impaired persons), conforming to IS:15622, ofapproved make in all colours and shades for outdoor floors such as footpath, courtyard, multi-modallocation etc.- Size 300 x 300 x 9.8mm, with water absorption less than 0.5%, laid on 20mm thick baseof cement mortar 1:4 (1 cement : 4 coarse sand), in all shapes & patterns, including grouting thejoints with white cement mixed with matching pigments etc. Complete as per direction of Engineer-in-Charge. (CPWD).

Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in plinth as backing in composite masonry including bailing out water manually, striking joints, raking out joints and watering etc Complete.

Providing and casting in situ or precast tapering R.C.C. M-20 Semi Barrier type Kerb without gutter ( as per IRC 86 1983) embedded 125mm below ground level over M-10 PCC finished neatly with C.M. 1:2, setting the same in C.M. 1:2, including the required excavation in any strata and removing the excavated stuff any where in city and redoing the surface as specified and directed by Engineering In-charge. Using Concrete Batching and Mixing Plant

Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete.

Removing double country tiled roof with ridge and with battens and stacking the materials as directed with all leads and lifts, complete including removing wood work below.

Providing and fixing Ductile iron Man Hole Covers/ Strom Water Grating and Grating with frame of Various sizes, weight and types and load bearing capacity as per EN-124, equivalent NECO with prior approval of concerned Superitending Engineer.

Providing and laying concrete pipes of I.S.NP. class of 300mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete.

Providing and laying concrete pipes of I.S.NP. class of 150mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete.

Providing and constructing Brick Masonry Inspection Chamber 60cm x 45cm x 90cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round G.S.W. pipes, Brick Masonry, plastering from inside and with frame fixed in cement concrete with R.C.C. Cover medium duty 140Kilogramwith frame etc complete.

Providing and fixing Poly Venyl Chloride Rain water pipes of 160 milimetre outer diameter and having wall thickness of 2.2 to 2.7 milimetre confirming to Indian Standard 13592-1992 including proper rainwater receiving recess with Poly Venyl Chloride plug, bend, necessary fittings, such as, offsets, shoes, inluding fixing the pipe on wall using approved wooden cleats projecting 25 milimetre to 40milimetre from face of wall a fixing with clips of approved quality and number, filing the joint using rubber gasket with solvent cement and properly resting the shoe of pipes on Cement Concrete or masonry blocks, including necessary scaffolding and maintenance for 3 years for any leakages or dislocations of pipes. All the Poly Venyl Chloride fittings and additional 2 piece socket clips shall be got approved from engineer in charge complete. (The contractor shall give 3 years guarantee bond for payment).

Providing and applying two coats of exterior acrylic emulsion paint confirming to corresponding I.S. of approved manufacture and of approved colour to the plastered surfaces including cleaning ,preparing the plaster surface, applying primer coat, scaffolding if necessary , and watering the surface for two days etc complete.

Providing and applying two coats of synthetic enamel paint of approved colour to new /old structural steel work and wood work in buildings, including scaffolding if necessary, cleaning and preparing the surface (excluding primer coat) etc. complete.

Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per Square Metre area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete.

Providing and fixing Informatory sign boards shape of size 0.90 x 0.60 metre made out of 3 milimetre Aluminum composite panel bonded with Indian Road Congress Specified colour of retro reflective sheeting of Type IV High Intensity Micro-Prismatic Grade Sheeting (HIP) having pressure sensitive/ heat activated adhesive, Indian Road Congress Specified colour retro reflective cutout border and messages having pressure sensitive adhesive having border and messages in Indian Road Congress Specified colour background including Mild Steel angle iron frame of size 35 milimetre x 35 milimetre x 5 milimetre and Mild Steel angle iron post of size 65 milimetre x 65 milimetre x 6 milimetre, 3.65 m long, duly painted with flat oil paint having alternate black and white bands of 25 centimetre width including galvanised iron fixtures etc; fixing the boards in M-20 concrete block of size 60 centimetre x 60 centimetre x 75 centimetre including transportation etc; complete. Aluminum composite panel with Type IV High Intensity Micro-Prismatic Grade Sheeting.

Providing and fixing stainless steel bollard of steel pipe 1.00 metre long of 250 mm inner diameter and circular top plate of 350 mm diameter with 5 mm thickness on deck of jetty in cement concrete including necessary fixtures and fastening etc. complete. (Stainless steel of grade S-304)

Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9 mm.with lock plate of 3.15 mm. thickness reinforced with 35 x 35 x 5 mm. angle section fitted with sliding bolts and handles for both sides, deep M.S. channel section of depth and thickness not less than 65 mm. and 3.15 mm. respectively with hold fast arrangements, M.S. Bracket plate 300 x 300 x 3.15 mm. minimum size and shape with square bar, suspension shaft of minimum 32 mm.

Removing G.I or A.C.sheet roofing including purlins, principal rafters etc. including sorting serviceable and unserviceable materials, stacking the same as and where directed in the compound including scaffolding etc. complete.

Supply, fixing and installation of 4mm thick Aluminium Composite Panel (ACP) of approved colour for external cladding in combination of solid and metallic colours, including all necessary Framework, support and complete weather sealing as per architectural drawing. The Aluminium Composite Panel (ACP) should be made out of thermoplastic core of low-density polyethylene LDPE (100% virgin mix), sandwiched between two aluminium sheets of ALLOY GRADE- 5000 series, each not less than 0.50 mm thick, total thickness of aluminium composite panels not to be less than 4 mm, the exposed surface thereof shall have Stove lacquered finishing coat not less than (26 + - 2) micron (containing minimum 70% kynar 500 based PVDF) of colour and shade as per architectural design. The inside surface (facing the building exterior surface)shall have polyster based powder coating not less than 25 Micron with protective peel-off foil on the exterior face (peel off film will in no case leave any adhesive mark over the composite panel surface after it is peeled off). The supporting framework shall be made out of 50 mm X25mm X 3mm thick Aluminium section to be spaced horizontally and vertically for fixing of panel of size 900 mm X 1200 mm and fixed to the building structure as per design through 50mm X50mm X5 mm MS angle clamps prefixed to masonry or slab, columns with Hilti make anchor fastener screws. The fixing of panel to be done with the help of VHB tapes and screws and all the sealing of joints to be done with weather sealent Silicon as directed by Engineer-in-charge. (Prior permission of S.E. is necessary before inclusion of this item in estimate)

Providing and fixing valley gutter of 22 B.W.G. (0.8 mm) plain galvanised iron sheets 120 cm wide with teak wood planking 20 mm thick including two coats of coal-taring the upper surface of plank (excluding painting to under side of plank).

Supplying and laying laterite stones paving of 15 cm thick in 1:3 cement mortar over 15cm bed of CC and pointing in CM 1:3 as directed by Architect including curing etc. complete.

Providing & Fixing in position PUF insulated Double Skin roof with Zincalume/ Galvalume colour coated & bare profile sheet with subtle square fluting factory cut at all heights for roof, side & Gable cladding complete in all respect. TOP & LINER SHEET-The end rib shall be designed for anti-capillary action. The feed material should be manufactured out of nominal 0.45 mm Base Metal Thickness (BMT), Hi-strength steel with min. 550 MPa yield strength, metallic hot dip coated with Aluminium-Zinc alloy (55% Aluminium, 43.5% Zinc &1.5% Si) as per AS 1397 - Zincalume AZ150 (Min. 150 gms/sq.mt total on both sides) with quality paint coat as per AS/NZS 2728 type 3-4. The paint shall have a total coating thickness of nominal 35 μm, comprising of nominal 20 μm exterior SMP coat on top surface and nominal 5 μm reverse backer coat on back surface over nominal 5 μm primer coat on both surfaces of approved colour shade. Total Coated Thickness (TCT) should be 0.50mm. Total Painted Thickness (TPT) should be in addition to 0.50mm. The steel sheet shall be fastened with nominal 40 μm zinc coated or nominal 25 μm zinc-tin alloy coated, Hex head, self-drilling screw as per AS 3566-2002 Class 3 fasteners of approved make with EPDM washer as per the requirement considering the profile shape and design load. The fastener size shall be calculated as per the design or manufacturers recommendations. The profile sheet, fastener size etc. shall be approved by the Engineer. The sheeting should be with minimum 200mm lap & waterproof with Silicon sealant non-hardening neutral cure type shall be applied at all end laps, complete as directed. Puf insulation of 40 kg/m3 density shall be factory filled 50mm thickness in between 2 sheets. LINER SHEET- The feed material should be manufactured out of nominal 0.45 mm Base Metal Thickness (BMT), Hi-strength steel with min. 550 MPa yield strength, metallic hot dip coated with Aluminium-Zinc alloy (55% Aluminium, 43.5% Zinc &1.5% Si) as per AS 1397 - Zincalume AZ150 (Min. 150 gms/sq.mt total on both sides) with quality paint coat as per AS/NZS 2728 type 3-4. The paint shall have a total coating thickness of nominal 35 μm, comprising of nominal 20 μm exterior SMP coat on top surface and nominal 5 μm reverse backer coat on back surface over nominal 5 μm primer coat on both surfaces of approved colour shade. Total Coated Thickness (TCT) should be 0.50mm. The feed material should have coil manufacturer’s product details marked at regular interval for confirming genuinity of the material. complete as per the directions of the engineer. The steel manufacturer's test certificate for the chemical & mechanical properties of steel must be submitted for approval prior to installation. The rate shall include external ridge, roof side caps and roof end caps as directed by Conservation Architect

Concrete dressing and finishing with Round edge grooves with 4" (100mm) flat edge and broom finish.Dressing and finishing any grade of concrete from M15 to M 40 of thickness not less than 100 mm including making proper straight channel shuttering, edging all sides the using steel or MS edger of radius 3/4"(20mm) with 4" (100mm)side wing and length 6"(150mm) driven by hand or walker arrangement. Making grooves in concrete at the interval not less 1.5 meter and not more than 30 times depth of concrete. Radius of groover shall be 3/4"(20mm) and side wing shall be 4"(100mm) on both side. Groover may be hand driven or with walker attachment. After laying of concrete, screed vibrator shall be used followed by alluminium straight edge to achieve concrete in plain level. Magnesium bull floater shall be utilzed to make surface even and finished. First round of edger shall be utilized to achieve good round finish at edges and in grooves. Steel hand floater or steel bull floater has to be use to get smooth finish after confirmation that the concrete has become sufficiently stiff. This can checked by pressing thumb on the concrete surface. Thumb should not go in concrete very easily. Second round of edger groover shall be used to carry out to make groove smooth. After this soft nylon brush shall be used to make the required pattern of broom finish. Immediately third round of edger and groover shall be used to make the final finish. Concrete shall be cured for seven days by keeping surface moist by curing while being covered with plastic sheet as directed.

Providing and fixing of the precast tapered water table of thickness varying from 105 to 125 mm, 300mm width in M-20 grade RMC (Supplied through MCGM approved plant) or concrete mixed with use of weigh batch mixers as detailed in drawing No.DyChE/Rds/94/E.S. dated 17.8.2005 inclusive of excavation in any soil except rock, laying of leveling course of M-15 grade RMC 100mm thick to the required slope, (inclusive of form work) jointing in 1:2 cement mortar prop. flush to concrete surfaces as directed (Water tables shall be procured from MCGM registered agencies).

Raising or lowering circular manholes to the required level upto 20 cm including all material, form work etc. with 16 cm thick cement concrete, M 15 (1:2:4) coping under frame and cover of manhole, including curing etc. complete as specified and as directed.

Providing Mild Steel litter bins with Powder Coating finish of size: 23.62” Dia x 31.49” Height and holding capacity of 50 Litres. The design of the litter bin will be executed as per drawing.

Providing and placing concrete planters of size 600x600x450(LxWxH)

Fabrication and installation of Concrete benches as specified in the drawings.Rate to include transportation and fixing.

Junction Name Board for Heritage Area: Providing, fixing and erecting on site Junction Name Board. Vertical pole shall be 2 nos of hot dip galvanized M.S. square pipe of size 100mm x 100mm x 3.5mm thick. Signage box shall be of size 1500mm x 900mm made of hot dip galvanized M.S. square pipe of size 75mm x 75mm x 6mm thick covered with 4mm thick aluminum composite panel with 0.5mm Al skin thickness on both sides. The box assembly shall be welded to the vertical posts on both sides as shown in the drawing. The box shall be covered with 4mm thick, 0.5mm Al skin thickness ACP on both sides upon which digitally printed MICRO PRISMATIC GRADE Type XI retro reflective sheeting shall be pasted. The retro reflective material shall comply with the table 6.9 of IRC 67-2012. Letters or borders shall be printed on the retro reflective sheeting using printer approved by the sheeting manufacturer and laminated using suitable UV protective laminate. The reflectivity of sheet shall have guarantee of 10 years, the reflection count shall not be less than 80% of its original reflection after 10 years. The vertical pole shall be fixed to the ground by means of properly fitted foundation with base plate 200mm x 200mm x 6mm thick and 'J' GI bolts as mentioned in the approved drawing. Complete as per specification and as directed by the engineer.

Cautionary board with clamping (600 mm triangle) - Providing, Fabricating, Erecting on site Cautionary Boards onto electrical pole. Signage shall be of size 600mm triangle as per the approved structural drawing. The board shall be made of 3mm ACP with back support frame of Aluminum C section of size 33 x 33 x 33 x 2mm thick fixed using an Aluminum clamp of 3mm thick with suitable GI nut bolt onto the electrical pole. The board shall be pasted with MICRO PRISMATIC GRADE retro reflective base sheets conforming to type XI standards of I.R.C. 67 2012 CODE. Letters or borders shall be printed on the retro reflective sheeting using printer approved by the sheeting manufacturer and laminated using suitable UV protective laminate. The reflectivity of sheet shall gave warranty of 10 years. The reflection count shall not be less than 80% of its original reflection after 10 years. Complete as per the specification and directed by the engineer.

Cautionary board with clamping (900 mm triangle) - Providing, Fabricating, Erecting on site Cautionary Boards onto electrical pole. Signage shall be of size 900mm triangle as per the approved structural drawing. The board shall be made of 3mm ACP with back support frame of Aluminum C section of size 33 x 33 x 33 x 2mm thick fixed using an Aluminum clamp of 3mm thick with suitable GI nut bolt onto the electrical pole. The board shall be pasted with MICRO PRISMATIC GRADE retro reflective base sheets conforming to type XI standards of I.R.C. 67 2012 CODE. Letters or borders shall be printed on the retro reflective sheeting using printer approved by the sheeting manufacturer and laminated using suitable UV protective laminate. The reflectivity of sheet shall gave warranty of 10 years. The reflection count shall not be less than 80% of its original reflection after 10 years. Complete as per the specification and directed by the engineer

Providing and laying the stone pavement using cement mortar bedding on 20mm to 25mm thick in CM(1:6)in M-20 including filling in joints with 1:2 C.M. & cement pointing, curing etc., Fine dressing of the basalt stone from all side, with help of skilled tapkar, dressing the stones to obtain right angles, adjusting the stone thickness to obtain uniform top level etc. to the satisfaction of the engineer-in-charge/ consultant. Grey basalt natural stone of outer width 300 mm x 450 mm long and 150 mm thickness with exposed surface (natural quarry texture). Thickness Tolerance:+/- 5mm. Length/Width Tolerance : +/- 5 mm." Bucket Shape" on 2 sides, having rough texture on bottom side, for better mortar bonding. basic rate of stone : RS 4500/sq.m. in stone pieces(loading, taxes, frieght, pallet parking etc all extra). samples should shown prior to execution.

Parabolic Eliglow Signage Board: Frame : Shall be made of Extruded Anodised aluminium profile of size not less than 1.2mm thickness and anodized to minimum 15μm thickness (Grade AC15) IN bronze colour or any other approved colour .Anodising coating shall be as per IS :1868 or latest amended. End Cap: Shall be Moulded Shatter proof opaque polycarbonate as per IS 14448 or latest amended with thickness not less than 1.0mm and of repute make Bayer or Tilara Sign Substrate: Shall be of Eco Friendly, High impact strength shatter proof, UV resistant, Translucent, non-flammable White polycarboante solid sheet as per IS 14448 of not less than 2.00mm of repute make Bayer or Tilara. Light transmission shall be in the range of 60%-90% Text /Graphics : Shall be an computer cut/printed on 70 μm Monomeric calendared Vinyl matt sheet of repute make Metamark/ Avery/3M Illumination: Philips Make 36 W Electronic tube with electronic philips 36 W ballest ( Chowk) for signage glow. Nominal Voltage: 230V,AC,50Hz Operating Voltage Range : 150V-260V AC With SMPS power supply. Mounting: Mounting arrangement shall be wall Mounting, as per site requirement. Sign Boards shall be with integrated mounting arrangement powder quoted pipes to FOB/PF Structure. and supplied with minimum 5meter 2.5 sq.mm FRLS multi stranded copper flexible cable as IS:694 with latest amended and approved make socket pin for connecting to power supply system. The cost of fixing of sign board with suitable clamping arrangement with hot dip galvanized nut, bolts, washers, Chuck nut or welding etc. is also included in this item. Sizes of Board : Overall size of Board is 18" x 177" with variation of ± 25% Having type of board.Design model,Graphics and colour shall be get approved from Architect Size : 0.46 mtrx 4.50 mtr(18" x 177" )

Traingular Shape Eliglow shop name Signages: Frame : Shall be made of Extruded Anodised aluminium profile of size not less than 1.2mm thickness and anodized to minimum 15μm thickness (Grade AC15) IN bronze colour or any other approved colour .Anodising coating shall be as per IS :1868 or latest amended. End Cap: Shall be Moulded Shatter proof opaque polycarbonate as per IS 14448 or latest amended with thickness not less than 1.0mm and of repute make Bayer or Tilara Sign Substrate:Shall be of Eco Friendly, High impact strength shatter proof, UV resistant, Translucent, non-flammable White polycarboante solid sheet as per IS 14448 of not less than 2.00mm of repute make Bayer or Tilara. Light transmission shall be in the range of 60%-90%Text /Graphics :Shall be an computer cut/printed on 70 μm Monomeric calendared Vinyl matt sheet of repute make Metamark/ Avery/3M. Illumination: Shadow less Average 4W-8W/ Sq.ft. LED : Linear Strip LED of density 120 LEDs per meter of quality of proven make such as NICHIA/ SEOUL/ Semiconductor/ CREE/ OSRAM/ Bridgelux (U.S.A) LED wattage :0.1W to 0.08wt per LED. LED Driver :Constant current LED driver of approved brand/make Mean well or OSRAM or Inventronics with separate surge protection. LED Colour: Cool White. Colour temperature :5500K/6500K. LED mounting: Shall be of Extruded Aluminium heat sink to be held in moulded nylon Bracket interlocked in the aluminium profile frame. Nominal Voltage:230V,AC,50Hz. Operating Voltage Range :150V-260V AC With SMPS power supply. Index of protection :IP 54. Mounting: Mounting arrangement shall be hanging, Ceiling & Mounting, as per site requirement. Sign Boards shall be with integrated mounting arrangement powder quoted pipes to FOB/PF Structure. and supplied with minimum 5meter 2.5 sq.mm FRLS multi stranded copper flexible cable as IS:694 with latest amended and approved make socket pin for connecting to power supply system. The cost of fixing of sign board with suitable clamping arrangement with hot dip galvanized nut, bolts, washers, Chuck nut or welding etc. is also included in this item. The clamps shall be painted with two coats of red oxide and enamel paint of approved colour. Sizes of Board : Overall size of Board is 18" x 177" with variation of ± 25% Having type of board.Design model,Graphics and colour shall be get approved from Architect. Size : 18" x12" (1.5ft x 1ft)

LED Decorative Classic luminaire with IP66 rating, BIS certified with a body and frame made of high pressure die cast aluminium, a flat glass protector (Impact Resistance-IK08) fixed on to the optical unit, separate optical and control gear compartment. Luminaire is designed to offer tool free opening and closing of control gear compartment .The Lumaire must be provided with a air vent plug in the optical compartment and also with electrical disconnector to avoid electrical shocks. Easy access to control gear compartment by opening special draw latch with zinc plated material and hinge kind of arrangement. The luminaire is provided with Inbuilt auto cutoff arrangement to save from abnormal power fluctuations. Highly efficient temperature resistant lenses for symmetric or asymmetric light distribution with several optical options providing excellent photometry to optimally cater to different applications.Minimum luminaire dimensions should be 750mm (height)x 420mm ( Width). Overall system efficiency of 120lm/W at correlated colour temperature (CCT) of 4000K (optional 3000K & 5700K), colour rendering index (CRI) >70 and L70 rated lifetime of 50,000 hours. Electrical Class I, rated voltage 240Vac, Power Factor ≥ 0.95, with BIS certified potted driver having internal surge protection of 4/4 kV and an additional surge protection device (SPD) of 10/10 kV (in both Common & Differential Modes). Make: Keselec GOA 40W NW

Supply of 3 Mtr height decorative pole having cast iron decorative base and pipe dia of 140 mm OD of 1mtr long ,middle dia 76 mm with decorative cast iron decorative reducer jointing with straight pipe with ornamental cast iron decorative ring. Pole shall be mounted on square base plate 250*250 *12 mm thickness suitable for mounting on 4 nos foundation bolts. The Pole Shaft should be fabricated out of Steel tube of grade YST 240. Structurally designed base plate of Steel A36/A572-50 or equivalent should be welded with the pole shaft. The welding shall be of high quality, carried out by qualified welders using approved welding procedures and tested for its quality through NDT method, such as DP Test. The pole shall be provided with an opening at the bottom with removable cover of size 300mmx100 mm for providing connectors, MCB, etc. (to be supplied by others). Appropriate reinforcement shall be provided to compensate for the loss of section at this point to ensure overall structural stability of the pole under specified operating conditions. The pole shaft structure shall be hot dip galvanized through single dip process as per ASTM A123 and minimum average coating shall not be less than 65 microns. No mechanical operation, such as welding, drilling, etc. should be carried out on the pole structure post hot dip galvanizing. Poles using pre galvanized steel tubes or hot dip galvanized through double dip process are not acceptable. Complete pole shall be treated with high quality primer and thereafter coated with Polyurethane paint, minimum average DFT of 70 microns. The painting shall be carried out by experienced and trained technicians using proven and established painting procedure.Controlled’ paint drying process shall be used to ensure proper adhesion and finish of the paint.The streetlight pole shall be of ‘composite’ construction designed to withstand specified ‘dead load’ pertaining to the luminaire and its mounting accessories and ‘wind load’ corresponding to a basic wind speed of 169kmph without any deformation or damage to the structure. Make: Keselec Chatsworth pole

Providing D.I. pipes (push on joints pressure pipes of D. I. of following class and diameters confirming to the I. S. specification inclusive cost of jointing materials (Rubber gasket of EPDM Quality ) excluding GST levied by GOI & GOM in all respect including Third party inspection charges of TPI Agency approved by MJP including Transit insurance, Railway Freight, Unloading from railway wagon, Loading into Truck, Transportation to departmental store, unloading, stacking etc. completed as directed by Engineer in charges (IS 1536/2001 for pipes and IS 158/1969 and IS 12820/1989 or latest edition/revision with amendments for Rubber Gaskets. 150mm

Lowering laying and jointing with SBR ruber gaskets C.I./D.I. S/S pipes of various classes with CI / MS specials of following diameter in proper position, grade and alignment as directed by Engineer-in-charge including conveyance of material from stores to site of work, including cost of jointing materials and rubber rings labour etc. complete. 150mm

Hydraulic testing of C.I./D.I. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position using water supplied by the contractor. 100mm

Providing and fixing C.I. road box including loading, unloading and carting to site of work including all necessary excavation in all types of strata and fixing in murum packing, etc. complete.

D.I. Socket and flanged fittings :-Providing and supplying D.I. fitting with ISI mark socket pushon joints or flanged joints confirming to table 12 to 31 of IS 9523/2000 upto latest amendments including cost of SBR/ EDPM tyton rings. Fittings should be with internally ordinary portland cement mortor lined and externally metallic zinc coating/zinc rich paint with finishing layer of black bitumen coating including transportation & excluding all statutary duties and taxes such as GST levied by Gol and GoM in all respect etc. complete 150 x 100 mm dia All Socket Tee

100 x 100 mm dia All Socket Tee

100 x 80 mm dia All Socket Tee

200 x 100 mm dia All Socket Tee

200 x 150 mm dia All Socket Tee

150 x 80 mm dia All Socket Tee

150 x 100 mm Double socket concentric reducer

150 x 80 mm Double socket concentric reducer

100 x 80 mm Double socket concentric reducer

200 x 150 mm Double socket concentric reducer

150 x 150 mm dia All Socket Tee

Double socket bend 90 degree 150

Double socket bend 90 degree 100

Double socket bend 90 degree 80

Double socket bend 45 degree 150

Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Reflux valves as per I.S.5312 Part I (1984) Sluice valves - PN -1.6 (Without by pass) 100mm

Sluice valves - PN -1.6 (Without by pass) 80mm

Sluice valves - PN -1.6 (Without by pass) 200mm

Sluice valves - PN -1.6 (Without by pass) 150mm

Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.) 80mm

Providing and making UPVC/MDPE pipe consumer service connection on Distribution main by drilling hole with suitable means , including all labour, UPVC/MDPE Pipe of required length with or without Road crossing as described below, including cost of specials like Saddle/Clamp Saddle of suitable material, and diameter suitable for Distribution main, 15mm /20mm/ 25mm respective Dia Heavy duty Brass / Polyprophylyne (Twin Jacketed) Ferrule , Male and Female thread adapter Elbow, Bends,couplers ,Tees, Clamps of suitable material and sundry materials as per requirment, including providing and fixing medium duty 15.mm brass bib tap, GI casing pipe of suitable diameter of 32mm/ 40mm/ 50mm respectively of required length for Road crossing, including requird labour for excavation in all types of strata up to the depth of 0.75m or as per site requirement,all types of plumbing fittings, refilling , Closing the water supply in that area, dewatering, hydraulic testing and restarting the water supply ,transportation of material etc. complete as directed by Engineer in 25 mm Service connection

15 mm Service connection

20 mm Service connection

Providing and supplying ISI standard D. I. specials & fitting with sealing rubber gasket of S.B.R, complete with cast iron follower gland and M. S. nut bolts coated or otherwise protected from rusting and suitable for D.I.pipes including cost of labour ,materials, and transportation to stores / site, loading and unloading excluding GST levied by GOI & GOM in all respect, complete as per IS-9523. For all types of specials, bends tees etc Specials

Valve chamber with cast iron manhole frame and covers Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion, 12 mm thick cement plaster in CM 1:4 proportion on both sides with providing and fixing C.I. manhole frame and cover in RCC 1:2:4 coping or RCC 1:2:4 proportion x 15 cm thick slab, etc. complete as directed by Engineer-in-charge.

Valve Chamber with Precast RCC Covers Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge.

Providing and constructing on sewer, B. B. masonry circular manhole concentric cone 1.5 M dia. at bottom and 0.5 M dia. at top and upto a depth of 5.00 M with 23 cm brick work, upto depth of 2 M from top and 35 cm thick brick work for balance depth in CM 1:4 proportion with 20 mm thick smooth plaster on both sides in CM 1:2 proportion excluding excavation including foundation concrete 250 mm thick and haunches and channels in C. C. 1:2:4 proportion, finishing channels in smooth rendering, providing C.I. dapuri type steps each weighing 5.5 kg., 1:2:4 coping and providing and fixing approved make and quality S.F.R.C. frame and cover of 56 cm dia. etc. complete as directed by Engineerin-charge.

Providing and constructing on sewer, B. B. masonry circular manhole with concentric cone 1.2 M dia. at bottom and 0.5 M dia. at top and upto a depth of 2.00 M with 23 cm brick work in CM 1:4 proportion excluding excavation including foundation concrete 250 mm thick and haunches and channels in C. C. 1:2:4 proportion, finishing channels in smooth rendering, providing C.I. dapuri type steps each weighing 5.5 kg., 1:2:4 coping and providing and fixing approved make and quality S.F.R.C. frame and cover of 56 cm dia. etc. complete as directed by Engineering charge.

Providing and fixing intercepting sewer trap including concrete bedding, etc. complete

GARDEN SOIL: supplying on site garden soil well sieved 90% to pass through IS sieve of 10mm sixe free from stones rubbish like dried grass roots and other such materials. The soil should be fresh from quarry. The colour of the soil generally be red. The soil will be measured by measuring box. (Farma) (item includes royalty charges; transporting, loading unloading etc.) lead charges for 20km is considered

FARM YARD MANURE: supplying on site well decayed, well dried, well powdered, without clods and free from stones, dried grass and other rubbish material. The colour of the manure generally black.the manure will be measured by the measuring box. (Farma) (item includes royalty charges; transporting, loading unloading etc.) lead charges for 20km is considered

Roses common/ buded verieties

Mogra/ Creeper/ Climbers

Canna rhyzone

Supplying and erecting LED street light fitting suitable for above75W - 90W lamp, including lamp, with PF > 0.95 class IP 65 and above housing of pressure die cast aluminium alloy and heat sink extruded aluminium complete per specification No. FGODF/FLS2.

Supplying and erecting steel tubular swaged pole 165.1 x 139.7 x 114.3 mm. dia with 4.5 x 4.5 x 3.65 mm thickness ( 5 + 2 + 2 m ) length respectively and total 9 m long with pole cap, base plate in provided foundation (weight 147 kg) as per specification no. OH-PL/STP

Supplying and erecting Street light bracket for erection of Single fitting on tubular welded pole with 40 mm. dia 1.0 m long “B” grade G.I. pipe along with pole cap of 125mm dia 600mm long duly welded as per specification no. FG-BKT/BPC

Supplying, erecting & terminating XLPE armoured cable 3½ core 35 sq. mm. aluminium conductor with continuous 5.48 sq. mm. (12 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL

Supplying, erecting & terminating XPLE armoured cable 4 core 16 sq. mm. aluminium conductor with continuous 5.48 sq. mm. (12 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL

Supplying and laying (including excavation of suitable width & depth up to 90 cm) 90 mm outside dia. double wall corrugated pipes (DWC) of HDPE for enclosing cable below ground/road surface, to required depth complete.

Supplying & erecting street light control panel outdoor type, for three phase 4 wire system having in built astronomical adjustable programmable timer with minimum 5 years battery backup, 4 pole contactor upto 60 A, with maintenance mode to switch ON street lights during time of repairs with energy consumption data recording for analysis and LCD display for energy monitoring with numeric key pad in provided box complete.

Supplying and erecting iron, sheet metal work consisting of CRCA sheets, various sections of iron, plates, chequered plates, rods, bars, MS pipes, etc. for panel board or any other purpose with bending, cutting, drilling and welding complete erected at the position with necessary materials duly painted with one coat of red oxide and two coats of enamel paint to match the switchgears or as per directions by the authority.

Supplying, erecting & marking FPMCB 40A to 63A in provided distribution board as per specification no. SW-SWR/MCB

Supplying, erecting & marking TPMCB 6 A to 32A in provided distribution board as per specification no. SW-SWR/MCB

Supplying & erecting triple pole and neutral distribution board (TPNDB) with door surface/ flush mounted SP / TP MCBs of 24 poles/8 ways on iron/ GI frame (vertical busbar type) as per specification no. SW-SWR/MCBDB

Providing earthing with galvanized iron earth plate size 60 x 60 x 0.6 cm complete with all materials, testing & recording the results as per specification no. EA-EP

Providing pipe type earthing with 40mm. dia. G.l. pipe or 20 mm dia. G.l. Rod complete with all materials as per specification no. EA?EP

Supplying and erecting GI strip of required size used for earthing on wall and/or any other purpose with necessary GI clamps fixed on wall painted with bituminous paint in an approved manner with joints required. As per specification no EA-EP.

Supplying and erecting GI earth wire of high purity of different sizes used for earthing or any other purposes on wall with necessary G. I. Clamps fixed on wall/cable/ conduit with screws in an approved manner.

Providing & erecting 4 m high galvanised conical pole with foundation bolts having bottom dia. from 115 to 130 mm, top dia. from 65 to 75 mm on provided foundation as per specification no. OH-PL/CPL

Making M- 20 grade reinforced cement concrete foundation by considering the safe soil bearing capacity at site as 10 T/sq.m at 1.5 m depth including supply of steel, concrete, excavation and fixing provided nut bolts with the help of template, duly plastered as per design complete (for 9m & 10m high octagonal /conical GI pole).

Making M- 20 grade reinforced cement concrete foundation by considering the safe soil bearing capacity as 10 T/sq.m at 1.5 m depth including supply of steel, concrete, excavation, fixing provided nut bolts with the help of template, duly plastered as per design complete (for 3 to 5m octagonal / conical GI pole).

Supplying and erecting 40W LED post top made in cast aluminium spigot housing with decorative clear opal acrylic diffuser and IP65 protection on provided pole/ bracket.

Supplying & erecting crimping type aluminium lugs for cable up to 16 sq. mm. complete as per specification no. CB- CL/AL

Supplying & erecting crimping type aluminium lugs for cable 35 sq. mm. complete as per specification no. CB-CL/AL

Supplying & erecting Siemens type brass cable glands for 3 to 4 core 16 sq. mm. /3 to 4 core 25 sq. mm. /3 core 35 sq. mm. for XLPE armoured cable as per specification no. CB-GL

Supplying & erecting Siemens type brass cable glands for 4 core 35 sq. mm./3 core 50 sq. mm. for XLPE armoured cable as per specification no. CB-GL