CONSTRUCTION OF PEDESTRIAN PLAZA AT MONEGAR CHOULTRY ROAD IN DN 51 ZONE V UNDER MEGA STREET PROJECTS

Cutting and Clearing scrub jungle.

Dismantling the existing brick or stone masonry work in cement mortar under 3 m high including carefully clearing the debris etc., complete.

Dismantling R.C.C. works, carefully clearing away the debris as directed during execution.

Dismantling plain cement concrete work and clearing the debris etc., complete.

Carting away the surplus earth and debris to a lead of 5 km. including Loading, unloading and dumping in the Corporation Land as directed during the execution.

Earth work excavation for foundation in all kinds soils in varying depths including dismantling any masonry or roots met within foundation and shoring with planks, baling water if necessary and filling the sides with excavated earth including clearing and levelling site etc., complete with an initial lead of 10m and lift of 2m.

Supplying and filling with earth up to 30 Km. for foundation and basement,etc.,including watering and consolidating, etc.,complete

Cement mortar 1:4 (1 cement and 4 Crushed Stone Sand (Commercially called M-Sand))

Plain cement concrete work 1:3:6 (1 cement, 3 Crushed Stone Sand (Commercially called M-Sand) and 6 broken stone jelly 12 to 20mm gauge) including consolidation, curing, etc., complete

Supplying and erecting shuttering including necessary supports for plane surface in foundation and basement for RCC column footings, pintol blocks, plinth beam, staircase steps, critical steps, critical piers,etc., using mild steel sheets of size 90 x 60 cm and 10 gauge stiffened with welded mild steel angles of size 25 x 25 x 3 mm for boarding laid over silver Oak (country wood) joists of size 10 x 6.5 cm spaced at about 90 cm centre to centre and supported by casuarina props of 10 to 13 cm dia spaced at 75 cm centre to centre etc., complete.

Brick work with bricks (9"x4 3/8" x 2 3/4") second class chamber burnt G.M. in C.M.1:6 ( 1 cement and 6 Crushed Stone Sand (Commercially called MSand)) including curing, etc.,Complete,for 23cm thick walls upto basement (upto 1m high aboveG.L.).

Plastering with cement mortar 1:3 (1 cement and 3 Crushed Stone Sand (Commercially called M-Sand)) 12mm thick including curing, etc., complete.

Supplying and providing chain link fence with RCC posts. The RCC posts will be of 2.5m c/c and of 2.75m height. The post will be 100 mm square at top and 150 mm square at bottom 2.15m height above ground level and 0.60m below ground level, in RCC 1:2:4 mix using 12 to 20mm gauge stone jelly with necessary reinforcement moulding work and rendering smooth with cement at 15 kg/cu.m. etc., complete and fixed in CC foundation in 1:4:8 using 40mm size stone jelly. The foundation is of size 45 x 45 x 90 cm with sand filling 15cm height. The fencing will be of chain link 75mm size, 10 gauge. The height of fence is 2.0m after leaving 75mm gap from ground level including fixing the fence with the posts using G.I.binding wire, etc., complete. (ISI STD)

Supplying and fixing Rajasthan Kota stones 20mm thick of size 60 cm x 60 cm (Mechine edge finishing) over the existing base course including fixing the slab in cm 1:3, etc., complete.

Providing and laying in position, Standardised Concrete Mix M-25 Grade in accordance with IS :456-2000,using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 350 kg/m3 and maximum water cement ration of 0.50, including admixture (Plasticiser/ Superplasticier) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 cum) 7730 kg of 20 mm machine crushed stone jelly and with about (3.3 cum) 5156 kg of 10-12mm machine crushed stone jelly and with about (4.79 cum) 7670 kg of sand, nut excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying,vibrating with mechanical vibrators, finishing, curing, etc and providing complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standrands.(No separate payment will be made by the Department for the excess usage of materials)

Art work as per the direction of department official, over Oil Painting with first class quality and approved colour including a priming coat with thorough scrapping clean removal of dirt., etc., complete and including necessary plaster of paris, putty, etc., wherever required (Relevent ISI STD), including putty works.

Supplying and erecting in position of 1000 liters capacity Industrial Model Reverse Osmosis Water-cum-purifier to deliver Potable Water with world Health Organisation (WHO) Standards with following accessories (a) MS Skid – 1No, (b) Media 11054 No, Vessel with 20 bb Multiport Valve (with Media Pubble and Fine Sand and Activated Carbon Filling) set, (c) Feed Pump 0.50 HP – 1 No. (d) Vertical Pump 2-9, 2.00HP / Single Phase – 1 No (e) Membrane 40 x 40 filmtech (or) equilaents / Osmonic (USA) – 1 No. and Membrane Pressure Vessel 40 x 40 – 1 No. & Pressure Gauge – 2 Nos. (f) Flow Meter – 1 No. 20” Filter with Housing – 1 No., Low Pressure Switch – 1 No., Level Switch – 1 No. & Necessary CPVC Pipes and Fittings, 1000 Litres.

Supply and Laying of 1.1 KV grade XLPE insulated PVC sheathed armoured Al. Conductor cables confirming to IS: 7908 Part I 1988 of following sizes as per technical specification. (3 1/2C x 50 Sq mm Al. Ar XLPE Cable for Pillar Box to LSB)

Labour for disconnection of cable and removal of one No of 6 / 7 MT tubular street lamp post with out cable joint.

Supply and Laying of G.I Flat for the following sizes of earth wires and earth flat, , bolt nuts and washers etc., required to complete the work. (Supply and Laying of 8 SWG G.I wire)

Supply and Fixing of End Termination of the following cables by using of siemens type & Flange type glands, crimping sockets and glands earthing with all accessories required to complete the work. (4C x 25 Sq mm Al. Ar XLPE Cable)

Supply and Fixing of End Termination of the following cables by using of siemens type & Flange type glands, crimping sockets and glands earthing with all accessories required to complete the work. (3 1/2C x 50 Sq mm Al. Ar XLPE Cable)

Dewatering using 3HP diesel engine pumpset including Hire charges, cost of Diesel, Engine oil, pump operator, labour charges, conveyance of pumpset and fuel to site and back, loading, unloading and any other incidental charges etc., complete.

Construction of temporary wooden foot bridge for pedestrian traffic with causurina posts for vertical, horziontal, runner, crossstiffners, diagonal brace, incline props, handrailing and with 4 cm thick wooden planks nailed to country wood runners 3"x2" etc., complete.

Supplying and painting with two coats ready mixed Epoxy paint first class quality and Aprroved color over existing painted metal structural using brush including necessary scaffolding, thorough cleaning, washing, clean removal of dirt etc, Complete and necessary plaster of paris putty etc., Where ever required (ISI Std.)

Cold Milling of Existing Asphalt Pavement to a Required Depth And The Milled Surface To Be Cleaned.

Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24 cum of 26.50-13.20mm, 0..25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20 Kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sections and compacted by Vibratory Roller to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, 9m paver finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5 [The Rate Is Applicable Only If It Is Laid By 9M Paver Finisher]

Providing and laying Bituminous Concrete to 30 mm thick using 0.13 cum of 19.00 - 9.50mm, 0.17 cum of 9.50 - 2.36 mm and 0.26 cum of 2.36 and below with 50.30 kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, paver finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5

Providing and laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level uniform and free from streaks and holes etc completed as per MORT& H specification no. 803

Providing and laying Quarry Rubbish from approved Quarry including cost and conveyance of all materials 10 work site all labour for spreading watering, compacting etc., complete

Providing and Laying Granular sub base (GSB) by provided coarse graded material confirming to ( table 400-1) mixing in a mechanical mix plant at OMC carriage of mixed material to work site spreading in uniform layers with motor grader on prepared surface and compacted with vibratory power roller to achieve the desired dry density to the required grade and cross slope as per drawings all others incidental charges etc.complete as per clause of 401 Morth Specification using Grade V metals for Bottom layer.

Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250 mm thick specification including premixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 (This Rate Is Applicable Only If Work Is Done During Night)

Providing And Laying In Position, Standardised Concreto Mix M-40 Grade In Accordance With Providing And Laying In Position, Standardised Concreto Mix M-40 Grade In Accordance With 15:456-2000, Using 20mm And Down Graded Hard Broken Granite Stone Jelly For Oll Rcc Items of Works With Minlinum Cement Content of 440 Kg/M3 And Maximum Woler Cement Ratio of 0.10, Including Udmixture (Plasticiser / Super Plasticser) .In Recommended. Proportions As Per Is:9103. to accelerata, Retard Setting of Concrete, Improve Workability Without Impairing Strength And Durability With About (5.0 Cu.m.) 7730 Kg. of mm Michine Crushed Stone Jolly And With About (3.3 Cu, M.) 5136 Kg. of 10-12mm Machine Crushed Stone Jelly And With About (4.79 Cu.m.) 7670 Kg. of Crushed Stone Sand (M Sand), But Excluding Cost of Renforcement Grill And Fabricating Charges, Centering And Shuttering And Also Including Laying, Vibrating With Mechanical Vibrators, Finishing, Curing and including pumping charges Etc. And Providing Fixtures Like Fan Clamps In The Rcc Floor/ Roof Slabs Wherever Necessary Without Claiming Extra, Etc., Complete Complying With Standard Specification And As Directed By The Departmental Officers. The Coarse And Fine Aggregates To Be Used Should Comply With The Requirements of Is Standards. (No Separate Payment Will Bemade By The Department For The Excess Tisdae of Materials) (If pumping of Concrete is required).

supply and fabricating of Corrosion Resistant Steel/HCRM bars of Fe-500 D required for all RCC items of works invloved In Bridge Structures in the schedule and cost of TOR steel confirming to IS:1786 at site, including fabrication, labour charges for cleaning the rods, straightening,cutting,bending, type grills with GI wires including overlapping to the required lenght whereever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provsion of spacer bars, cover blocks and all other charges etc., complete, as per standard specifications Fe-500 D

Supplying and fixing of Rubber moulded Grey Premium Concrete Kerb of Size 450 x 125 x 300 mm using M 30 concrete. The concrete shall be moulded by table mount vibrated with polypropylene fibers at 5% and curing compound. The rate shall Include cost of materials, transportation, loading, unloading charges and all taxes Including necessary earth work, pointing with C.M. 1:3 to full depth curing, thread lining etc complete.

Providing, and fixing all side machine cut granite stone kerbs using 0.40m height, 0.100m thick and 0.6m length granite stone kerb without fragmentation for platform kerbs, including cost and conveyance of granite kerb from available source to work site, including labour charges for fixing the granite and pointing with c.m. 1:3 and all other incidental Charges etc., complete.

Providing and laying precast saucer type drain of size 600 x 300 x 50mm with M30 GRADE concrete including the Cutting of the existing bituminous surface of 10 cm thicckness and PCC of 1:3:6 for leveling and maintain the gradient to drain the water from raod to Storm water Drain etc and complete.

Supplying and laying of 200/170 mm Double Walled Corrugated duct as per IS 16205 Part 24 with OD of 200 mm and a minimum ID of 170 mm shall be used for laying of streetlight power cables. The duct shall not crack under the compressive load test of >750N @ 5% deflection. The duct shall not crack or split at impact load of 5Kg dropped from a height of 800 mm @ -5 degrees C. Both walls of the duct shall be orange in color ONLY. 100% virgin HDPE raw material shall be used. No regrind shall be used and the duct shall be sourced from ISO 9001,14001,18001 and ISRS audited manufacturer ONLY. Cost inclusion of Couplers and End Caps with ‘O’ Ring as per IP 67 for protection from water and soil ingress. BIS licence for 750 N is a must for the supplier

Providing And Fixing Machine Dressed Grey Granite Slab All Sides Machine Cut of Size 0.60 M X 0.60 M Size And 50 mm Thick Granite Slabs For Platform (Pavement) Including Cost And Conveyance of Granite From Available Source Including Labour Charges For Fixing The Slab In Position To The Line Level And Gradient Including Pointing With cm.1:3 And All Other Incidental Charges Etc. Complete

Supplying And Fixing Rubber Moulded Interlocking Blocks Against Available Edge Restraints 60 mm Thick of Approved Design And Pattern of Strength 30 N/Sq.m. 10 mm Iss Metal With Minimum Cement Content As Applicable To M 30 Grade Concrete As Per Is-456-2000 Manufactures By Mechanical Or Hydraulic Machine Using Vibro- Compaction Process And Laid Over 50 mm Thick Laying Course (Bedding) Crushed Stone Sand (M Sand) Well Compacted By Plate Compactor With A Joint Width of 2 mm To 5 mm Including Filling of All Joints With Crushed Stone Sand (M Sand) And Compacting The Paved Surface With Plate Compactor Two Or Three Times Until All The Unit-To-Unit Joints Are Completely Filled With Crushed Stone Sand (M Sand) And Trimming The Edges Neatly Including All Labour Charges And Plate Compactor Charges Etc. Complete (Cost Inclusive of Crushed Stone Sand (M Sand)).

Supplying And Fixing Rubber Moulded Interlocking Blocks Against Available Edge Restraints 80 mm Thick of Approved Design And Pattern of Strength 40 N/Sq.m. 10 mm Iss Metal With Minimum Cement Content As Applicable To M 40 Grade Concrete As Per Is-456-2000 Manufactures By Mechanical Or Hydraulic Machine Using Vibro-Compaction Process And Laid Over 50 mm Thick Laying Course (Bedding) Crushed Stone Sand (M Sand) Well Compacted By Plate Compactor With A Joint Width of 2 mm To 5 mm Including Filling of All Joints With Crushed Stone Sand (M Sand) And Compacting The Paved Surface With Plate Compactor Two Or Three Times Until All The Unit-To-Unit Joints Are Completely Filled With Crushed Stone Sand (M Sand) And Trimming The Edges Neatly Including All Labour Charges And Plate Compactor Charges Etc. Complete (Cost Inclusive of Crushed Stone Sand (M Sand)).

Supply and fixing of Glass fiber Reinforced concrete Rectangular precaster seater boxes a size of 1000 X 450 X 450 mm with M30 grade Concrete including the one coat of puttty paint for finishing the external surface including the transportation form the Manufacture factory to site and placing the Rectanguar boxes as directed by Engineer incharge.

Supplying and laying precast a size 300 x 300 x 60 mm thick with Tree Grating perforated hole for perlocation of water and using M30 GRADE concrete inclusive the conveyance of the material form the Manufacturer factory to the site al lead of average 40km and including the sectioning, levelling, laying the good earth for maintain the uniform top level and compacting with earth rammer etc and complete.

Supply and fixing of Bollard made from mid steel with CNC machine finishing with 165 mm outer diameter, 140 mm inner diameter and 1030 mm Height. Expose height 730 mm from above Ground level andfixed the remaining 300 mm below the GL. Two number of circular rib of R10 mm radius are provided at the top and bottom of the bollard. 4 Nos of 15mm width retro reflective sheet pasted at the top and bottom groove by hot blow air sticking process for an ambience look and nighttime visibility. The whole product is power coated as per standard recommendation of Engineer. For fixing the Bollards with M15 cement concrete 45 cm x 44 cm x 60 cm, 55 cm below ground level with 140dia x 250mm inner sleeve inserted for 150mm below ground level

Providing and fixing reflective road studs of category A raised pavement markers made out of poly carbonate / methyl methecrylate /ABS moulded body conforming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No RW/NH. 33023/10/97- Do.III dt 11.06.97. The height, width and length shall not be less than 15mm, 90mm and 100mm and with minimum reflection area of 13 sq.m on each side and the slope to the base shall be 35+/-5 degree Each reflectors shall have a CIL not less than values specified in table 2 of said Morth circular.The strength of deteachment of the integrated cylindrical shanks, (of diameter not less than 19+/-2mm and height not less than 30+/-2mm) from the body is to be a minimum value of 500Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the engineer. The marker shall support a load of 13635kg tested in accordance with ASTM D4280 and confirming to IRC 35-2015 guidelines and MORT&H specification 804 etc., complete.

Providing And Fixing of Retro Refelctorised Cautionary, 60 cm Circular Mandatory And Informatory Signs (Without Definition Board) Made Out of High Intensity Prismatic Grade Sheeting Conforming To Type – Iv Standards of Irc 67 . 2012 And Astm D 4956 – 09, Specification And Fixed Over 2mm Thick Aluminium Sheet Fixed Over A Back Supporting Frame of 25mm X 25mm x 3mm. Mild Steel Angel And Supported on a Mild Steel Angel Post 75X75X6mm With A Clear Height of Not Less Than 2.10M From The Ground Level to The Bottom of The Sign Board And 0.60M Below Ground Level. The Sign Post Should Be Painted As Per Irc 67- 2012 And Firmly Fixed To The Ground By Means of Properly Designed Foundation With M15 Grade Cement Concrete 45 mm x 45 cm x 60 cm Size Including Cost And Conveyance of All Materials, Equipment, Machinery And Labour With All Leads And Lifts, Loading Charges Necessary For Satisfactory Completion of The Work As Directed By The Engineer In Charge. High Intensity Retro – Reflection Sheet Shall Consist of Minimum Coefficient of Retro-Reflection As Per Table 6.6 of Irc 67X2012. The Retro Reflection Sheeting Shall Be Covered Under 7 Years Warranty Issued For Field Performance And a Certified Copy of Three Years Outdoor Exposure Report Shall Be Obtained As Per Irc 67-2012 (As Per Mort&H Specification No.801)

Providing of Rain Water Harvesting struture using precast well ring size 1200 (inner dia) x 4500mm (Height) (300mm x 15Nos) x 50mm (thick) using 1:1.5:3 concrete necessary earth work excavation providing PCC 1:5:10 and RCC cover slab of 1680mm dia 180mm thick . Providing bore hole of size 300mm dia using hand bore set upto 8.50m depth including shifting of the hand bore from one place to another plac with in 5km, erecting 200mm dia slotted PVC pipe (6kg/cm2) with cowl, filling with 20mm HBG metal out side peripheral of the pipe including cost, conveyance, cleaning the site and finishing etc., complete.

Providing Iron Barricading of size 2 m width and 1 m height with 40 mm dia MS Tubular pipe for vertical supports on both sides and three lines of barricading with 25 mm size MS tubular pipe and 2 x 1 m M.S. Sheet with name board of size 0.60 x 0.45 m size M.S.sheet (20 gauge) including Cutting, Welding, fabrication charges and one coat of primer and 2 coats of enamel paint of approved quality with fixing of indication with reflecting stickers and necessary interlocking arrangements with adjoining units and placing the barricading units as directed at the site for a period of 28 days. The M.S. Sheet barricading is a temproray barricading and can be removed and reused after the completion of work in a particular stretch.

Construction of cast -in- situ Silt Catch Pit of inner size 450 X 450 X 450 mm including necessary earth work excavation including providing foundation in PCC 1:4:8 under wall 150mm thick and cutting the existing storm water drain of size 300 x 150mm for fixing 2 Nos of 160mm dia PVC pipe on the storm water drain mouth with RCC cast in situ wall of size 120mm in RCC 1:1.5:3 with steel of 9.25 kg including fixing Ductile Iron grating hinged with frame clear opening 450 x 450mm -25 MT -completing the finishing work etc

Supply & stacking of red earth at site to the departmental guage for pre-measurements which is of light textured, crystalline, porous and friable and not of generally acidic or neutral but not of alkaline and should be fertile, including seignior age charges, cost of transportation, loading, unloading, stacking and inclusive of all taxes etc., complete.

Supply of well decomposed Farm yard Manure in a powdery form, devoid of soil sand, stones, plastics and other materials, highly nutrient and which supports plant growth.

Mixing charges of Red soil, sand and manure uniformly (1:1:1) for Preparation of soil mixture (excluding material cost).

Spreading of red soil, gravel or sand including watering and rolling which hand roller for every 75 mm thickness - including hire charges of roller.

Planting of Wedelia trilobata foliage Ground cover variety in polythene bag of dia 20 cm including loading and unloading charges, transportation, stacking of sapling at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge.

Planting of Cycus revoluta 21- 30 Leaves ornamental foliage Specimen plant variety of height 105-120 cm in polythene bag of dia 30 cm including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge.

Planting of Ficus starlight ornamental foliage Specimen plant variety of height 105-120 cm in polythene bag of dia 30 cm including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge.

Planting of Ficus benjamina green ornamental foliage Specimen plant variety of height 105-120 cm in polythene bag of dia 30 cm including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge.

Planting of Ficus benjamina varigated ornamental foliage Specimen plant variety of height 105-120 cm in polythene bag of dia 30 cm including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge.

Planting of Terminalia Metalica varigated to a height of 2m in polythene bag of dia 53 cm including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge.

Supplying and Planting of Dypsis lutescens (Areca palm) palm variety of height 180-210 cm in polythene bag of dia 30cm including supporting stack of 5 cm dia casurina pole of 10 feet height, including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge.

Supplying and Planting of Wodyetia bifurcata (Foxtail palms) palm variety of height 180-210 cm in polythene bag of dia 30cm including supporting stack of 5 cm dia casurina pole of 10 feet height, including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge.

Planting of Lemon grass Herbal plant variety of height 20-25 cm in polythene bag of dia 20 cm including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge.

Planting of Shade grass including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge.

Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes, upto the depth of 1.0 mt., including collars / spigot jointed with stiffmixture of spun yarn or rubber gasket with cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including laying, aligining with proper gradient conveyance, labour, testing of joints etc. complete compliance with standard specifications as per the instruction of departmental officers. (200 mm dia. R.C.C. pipe)

Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes, upto the depth of 1.0 mt., including collars / spigot jointed with stiffmixture of spun yarn or rubber gasket with cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including laying, aligining with proper gradient conveyance, labour, testing of joints etc. complete compliance with standard specifications as per the instruction of departmental officers. (300 mm dia. R.C.C. pipe)

RCC non pressure spun pipe with socket and spigot ends as per IS 458/2003 manufactured with sulphate resistant cement with 12 mm HI -alumina lining provided for rubber ring joints. (Internal diameter - 900mm)(NP-4)

RCC non pressure spun pipe with socket and spigot ends as per IS 458/2003 manufactured with sulphate resistant cement with 12 mm HI -alumina lining provided for rubber ring joints. (Internal diameter - 600mm)(NP-4)

Providing of 7 way 40 mm Multi Ducts with solid permanently solidly lubricated silicore in inner layer for ICT fibre cables conforming to ASTMF 2160, ASTM D 2444 and / or equivalent Indian Standard. External sheath shall be in orange color and shall be freen from visual defects like blisters, shirnk holes, flaking scratches, groove lines & surface roughness. the color of the 7 nos. PLB HDPE ducts shall be green, blue, yellow, brown, voilet, grey, red for differentiation. outer sheet thickness shall be 1.2 mm, 0.2mm. The inner surface of multi channel ducts shall be spirally ribbed & shall be of a configuration for faster installation of cables. Wall thickness (mm) of each of ducts excluding rib height shall be 2.9 mm 0.3 mm. ISO Requirements - ISO 9001, 14001, 18001, complete as per specifications and directions of Engineer - in - charge.

Paving the floor with Crystal white Granite slab (30mm thick) in floors in C.M. 1:3, 20mm thick , over existing R.C.C. precast work table, etc., complete as directed by the Engineer-in-charge.

Paving the floor with Black Galaxy Granite slab (30mm thick) in floors in C.M. 1:3, 20 mm thick over existing R.C.C. precast work table, etc., complete as directed by the Engineer-in-charge.

Providing and fixing 10 x 10 x 7.50 cm Granite stone block (Cobble Stone) hand cut and chisel dressed on top, for paving in floors, drains etc. lid over 20mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10mm wide filled with same mortar including ruled pointing etc. Rate of Cement mortar base taken separately complete as per direction of engineer-in-charge.

Providing and laying Tactile Paver Type of New Tek BT Yellow Colour Ceramic Tiles (for vision impaired persons as per standards) of size 305 x 305 x 15mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge.

Supply & Fixing of Double bucket Dustbin, of Capacity (liters) 40, Size (L x W x D mm) 1180 x 1000 x 1000 (mm). Bin will be manufactured in complete laser process to provide accurate and neat borders. Brand: Sintex, Chevron or Equivalent.

Providing & fixing in postion precast cast Street Furniture as per following details, Small plot (planter pot as per the brochure) of size 350 mm diameter and 320 mm height.

Providing & fixing in postion precast cast Street Furniture as per following details, Big pot (planter bowl as per the brochure) of size 640 mm diameter and 330mm height

Providing & fixing in postion precast cast Street Furniture as per following details, Bench without backrest of size 1640 mm X 480 mm X 450 mm

Providing & fixing in postion precast cast Street Furniture as per following details, Bench with backrest.

Providing & fixing in postion precast cast Street Furniture as per following details, Stool (side table as per the brochure) of size 420 mm diameter and 280 mm height .

Design, Supplying and erecting in position LIGHT DUTY STEEL TRUSSES as per the drawing. The materials and design of the trusses should confirm to the relevant Indian Standard specification. The trusses shall be procured only from reputed manufactures of trusses with prior approval of the Buildings Engineer and a certificate to the effect from the reputed manufacturers shall also be furnished with design. The rate quoted shall include the cost of trusses. Base-plate with holding down bolts and nuts to RCC or Masonry works, roof purlins, rafters, purlin sleeves, the members fixing accessories etc., painting one coat of red-oxide primer and erecting in position etc., complete as directed during execution. The contractor shall also arrange to provide grouting for holding down bolts embeding the end purlins, to the gable wall wherever necessary etc., The roof sheeting shall project 0.762m from the eves purlins. For structures like CYCLE STAND, PARKING GARAGE, TEMPORARY ENCLOSERS

Geosynthetic Drainage with Two Filtering Non-woven Geotextiles having a “W” configuration as longitudinal parallel channels. Minimum thickness to be 7.2 mm, with two filtering UV stabilized polypropylene non-woven Geotextiles of minimum thickness of 0.75 mm having pores of 150 micron and tensile strength of 8.0 kN/m and having plane flow capacity of 2.1 L / (m.s) at hydraulic gradient of 1.0 & 20 kPa pressure, tensile strength of 18 kN/m with mass per unit area of 740 gsm.

Providing and fixing Glass Reinforced Concrete (G.R.C) ornamental Screens casted with 'Spray Mix' concrete design in approved size, pattern, thickness (Border 40-50mm thick & Internal Mamber 25-30mm thick) and shade. The Screens should be made from ‘53 grade’ White Portland Cement, White Quartz fine graded sieve Silica Sand, Alkali Resistant Glass Fiber, Super Plasticizers, Polymers and U.V resistant Synthetic inorganic pigments should be used for pigmentation. The Screens casting shall take place with layering methodology using- Direct Power Spray machines. The GRC Screens flexural strength average L.O.P should be above or equivalent to 6 N/mm2 & M.O.R should be above or equivalent to 12 N/mm2 for tests done on 28 days cured samples.The fixing of Screens should be done using ‘Dry fixing’ method onto structural support members i.e. R.C.C, Brick work or Red oxide Primer - paint or Epoxy primer -paint treated mild steel. The fixtures, fasteners and self tapping screws to be used for dry fixing should be of P / HILTI / KLIMAS / Fischer / Wurth / MUNGO. The quantity of fasteners or self tapping screws shall be calculated in accordance to the weight of Screens and actual site fixing conditions. If there will be a requirement of Joint filling then Elastomeric exterior grade paintable PU Sealant will be used. For final finishing of Screen one weathershield exterior grade water based diluted paint coat will be done if required. Vendors shall submit shop drawings of the same, the drawings to be duly approved by the Engineer in charge or Architect.

Supply & Installation of MS CNC Laser Cut Panel of below mention thickness, Aesthetic fixture made of MS, as per design & drawing given by architect. Item include cost of ms sheet, cutting & installation on site. All work to be completed as per instruction of Site in charge. 6 mm thick ms sheet

Supply & Installation of MS CNC Laser Cut Panel of below mention thickness, Aesthetic fixture made of MS, as per design & drawing given by architect. Item include cost of ms sheet, cutting & installation on site. All work to be completed as per instruction of Site in charge. 8 mm thick ms sheet

Power: (Large Access, Multi Part) Recessed Single Seal RED 324 SSRH – 3 * 900 x 600mm DI MANHOLE COVER & FRAME IN D400 LOAD CLASS , Black Bitumen Paint. For power manhole LT

Power: (Large Access, Multi Part) Recessed Single Seal RED 324 SSRH – 3 * 900 x 600mm DI MANHOLE COVER & FRAME IN D400 LOAD CLASS , Black Bitumen Paint. For power manhole HT

Telecom: Recessed Double Seal RED 261 DSRH – 800 x 800mm DI MANHOLE COVER & FRAME IN D400 LOAD CLASS , Black Bitumen Paint. For Telecom manhole

Storm Water: Recessed Double Seal RED 042 DSRH – 600 x 600mm DI MANHOLE COVER & FRAME IN D400 LOAD CLASS , Black Bitumen Paint. (For Storm Water Chamber - On Footpath)

Supply and Erection of cubicle type floor mounting type made out of 16 Gauge CRCA sheet steel construction dust and vermin proof for indoor use, extensible of both sides rated for 433V, 3 phase 50 Hz AC supply 4 wire system comprising of the following as per the detail specification. (Construction as per Technical specification). The painting of the complete system will be powder coated (The colour as per the choice Architect) or as per the requirement of the employer. All outgoing feeders will be connected with 1.1 KV grade PVC armoured cable. So bus bar will be extended for easy termination and suitable removal type gland plate will be provided for each feeders. INCOMING :125A TPN FSU with fuse links - 1 No.Incoming metering:- Incoming metering will have 1 No digital type 96sq mm 1No multiparameter with RS 485 Port, RYB indication lamps , CT’s and control MCB's with wire and wiring accessories etc., - 1 Set. OUTGOING :63A TPN FSU with fuse links and inter connected to main bus bar system with suitable size of Cu . Rod. - 5 Nos. INCOMING METERING:- Bus Bar Size : 1 ” x 1/8 ” Cu .flat 1 Run / Phase. 3/4” x 1/8” Cu .flat 1 Run / Neutral. EARTHING : 1” x 1/8” Cu Flat. Model: Outdoor Type Paint: Powder Coating Process.

SUPPLY OF NERI ARCHITECTURAL CONTEMPARORY STYLE POST TOP LED LIGHT FIXTURE - MODEL - LYRA (55W-65W) Power Module LED, 3000K/4000K, IP-66 , >6000Lumens -Lyra: Upper part in circular shape & Lower part in "V" shape,both are in single piece made of die-cast aluminum using pressure die casting process. manufacturer name/logo should be embosed on the body. Prismatic screen in Flat tempered glass (>IK 08). Pure polyester powder coating in customised colour Metallaic Grey. Silicone gasket ensures the IP Rating - IP 66. Height – 500mm,Diameter – 420mm,Weight - 8Kgs., Area Exposed to Wind(S) - 0.08 m2 Power LED Module with Company /brand name printed on PCB with the metal core plate, in compliance with IEC 62031 (Supporting Test Report from UL Authorised Laboratory should be submitted).LED Chips of CREE/NICHIA/OSRAM/LUMILEDS make with Individual LED's Minimum Luminous Flux (lm) - 155lm/w shall be used- same should be supported by LED manufacturer's tech sheet. Colour Rendering Index: Ra > 70. Electronic Power Supply for LED Module, which offers Protection against Short Circuit, Over- Voltage & Over- Current, with in-built surge protection a minimum of 4kV (an additional surge protection device of 10kV also provided in-built the fixture). Optics with refractive lens in PMMA which offers Type II/III/IV/V distribtuion.LED Lifetime @L70 >1,50,000hours@Ts 85°C. LM 80 report should be submitted to support the same.The Light fixture shall be in compliance with IEC 60598-2-3; IEC 60598-1(Supporting Test Report from UL Authorised Laboratory should be submitted) .LM79 report also should be submitted from UL Authorised Laboratory. Sample should be submitted for approval from concerned engineer-in charge. CAT REF - NERI ARCHITECTURAL CONTEMPARORY STYLE POST TOP LED LIGHT FIXTURE - MODEL – LYRA (55W-65W) Power Module LED, 3000K/4000K,IP-66

SUPPLY OF 4.5M HEIGHT NERI ARCHITECTURAL POST TOP POLE - 4.5M height Post top made of MS pipe sections 114mm dia. & 76mm dia.. Joint between 114 & 76 shall be finished to get a tapering shape as shown in the sketch. Banner arm on single side or twin side is made of 33dia.x600mm MS Pipe section can be optional if required. The pole to be provided with a suitable size steel base plate. This mounting steel base plate along with foundation 'J' bolts of suitable size to be used for ensuring firm grouting into the specially designed RCC foundation. Entire pole shall be made to provide pleasing aesthetics as approved by Concerned Engineer in-charge. After Fabrication Entire Pole is hot dip galvanized(60 microns Minimum ) for the effective corrosion

SUPPLY OF NERI ARCHITECTURAL 4.3M HEIGHT LIGHT COLUMN- (25W-30W) ,LED Module, 3000K IP65(Light Soruce) - The light suitable for on ground installation,is made of 3mm thick(minimum) mild steel section. After Fabrication Entire Pole is hot dip galvanized(60 microns Minimum ) for the effective corrosion resistance .The hot dip Galvanised pole should be provided with an inbuilt junction box to fix 32A connectors and 6A MCB, at the bottom - the inbuilt box should have a flush door of suitable size. Column & it's parts are painted in 3 layer coating(coating thickness-100 microns minimum) in which 1st layer with etch primer, 2nd layer with epoxy primer & 3rd final layer with PU paint - customised colour Metallaic Grey. Height – 4300mm, Dimension-300x300mm. Source-Neri-Light NSL-12M -Spot Light, 27W,LED, 3000k Electronic Driver which offers Protection against Short Circuit, Over- Voltage & Over- Current, IP 65 protection,CRI > 70,voltage input AC100-240V.Body-Die-casting aluminium Body with Surface Anti-ageing electrostatic spray processing & screen (IK 08). Body colour-RAL 9004 + RAL 9018 Matt, Dimension-140mm(Dia.)x 180mm(L)x 152mm(W)x 192mm(H), Weight-2kgs. Estimated Lifetime-L70 @ 50,000hours minimum. CAT REF - NERI ARCHITECTURAL LIGHT COLOUMN WITH LED LIGHT FIXTURE - (25W-30W) LED Module, 3000K/4000K IP65

SUPPLY OF NERI ARCHITECTURAL CONTEMPARORY CATENARY TYPE LED LIGHT FIXTURE - MODEL - LIGHT CHARA (50W-60W) ,LED,4000K,>6000Lumens - Light Chara:it's Upper cylindrical frame in die-cast aluminum with quick brass connection and G3 / 4 "threaded tube for fixing to the support, complete with internal cable gland Side clips for fixing the screen without screws. Gasket in silicone between the upper and bottom frames. Cylindrical screen in polymethyl methacrylate (PMMA) with glass bottom. Internal tilting frame made of anodized aluminum sheet that can be opened by clips to access the auxiliary compartment, made up of a wiring plate, a halfsphere with reflector inside and a connecting pipe.Pure polyester powder coating in Standard Grey Colour. IP Rating - IP 66. Height –619mm, Dia. - 365mm, Weight -

Bracket & Accessories for Suspension of Ligh Fixtures(Light Chara & Light Globe) in Catenary Installation - Bracket for suspension of light fixture is made of Hot dip galvanized steel. Support frame composed of a plate and counterplate for coupling rope with a self-locking screw M8 in stainless steel, suitable for steel ropes with diameter from Ø 3/8" ~ 1/2". Central element with a threaded connection G3/4 “female and locking screw M6 in stainless steel. Through the top bend (180°) can be inserted a cable type SJT-W 3X (max. AWG14).Maximum load 44 lb (20 kg). After Fabrication, Entire Bracket is hot dip galvanized(60 microns Minimum ) for the effective corrosion resistance . Bracket & it's parts are painted in 3 layer coating(coating thickness-100 microns minimum) in which 1st layer with etch primer, 2nd layer with epoxy primer & 3rd final layer with PU paint - customised colour Metallaic NERI Grey. This includes accessories required like SS Cleats for Cable,SS Thimble & SS Tensioner which is suitable to take load of 250kgs.

Supply of Steel Rope - 9-12mm dia. Rope made of tense Stailnless steel to be laid between poles, to support the light Fixture.

SUPPLY OF 9M HEIGHT NERI ARCHITECTURAL POLE FOR CATENARY INSTALLATION - 9M height Pole made of hot dip galvanised mild steel pipe sections 165mm dia. & 140mm dia. Entire pole shall be made to provide pleasing aesthetics as approved by Concerned Engineer in-charge. After Fabrication, Entire Pole is hot dip galvanized(60 microns Minimum ) for the effective corrosion resistance. The hot dip Galvanised pole should be provided with an inbuilt junction box to fix 32A connectors and 6A MCB, at the bottom - the inbuilt box should have a flush door of suitable size. The hot dip galvanised pole to be mounted on a suitable size steel plate. This mounting steel plate along with foundation bolts of suitable size to be used for ensuring firm grouting into the specially designed RCC foundation. wind pressure calculation as per IS 875(part-3) & structural calculation report as per EN40 should be submitted to verify the pole design. Pole & it's parts are painted in 3 layer coating(coating thickness-100 microns minimum) in which 1st layer with etch primer, 2nd layer with epoxy primer & 3rd final layer with PU paint – customised colour Metallaic NERI Grey.

SUPPLY OF NERI ARCHITECTURAL PROJECTOR LIGHT RGBW COLOUR CHANGING FIXTURE - MODELNPL- 3-54 (115W-125W),LED,RGBW, IP 66 TO BE MOUNTED ON CATENARY POLE -NPL-3-54: The housing in light weight, made of high strength die cast aluminium and coated by static powder making it weather resistant.Protection screen in ultra white tempered glass with high impact resistance (=>IK08) High precision dial ensures precision angle adjustment.Premium thermal management by high heat conductivity aluminum alloy and thermal fins. Pure Polyester powder coating in Standard Grey Colour. Precise structure and multi-protection silicon rubber seal guarantees the fixture IP66 rated. Height 365mm, Dia.-290mm, Weight - 10.1Kgs. Power LED Module with high efficacy LED's(CREE/OSRAM), on Printed Circuit Board with metal core plate.,Electronic Power Supply for LED Module,which offers Protection against Short Circuit, Over- Voltage & Over- Current, with in-built surge protection. .Light fixture should be standard DMX512 protocol compatible, the DMX decoder function should be inbuilt the light fixture,Each light fixture should be invidually addressable & should be able to operate with any standard DMX512 equipment. Lens made of PC which should offer minimum 4 different beam angles 9deg./13deg./25deg./35deg. to serve different lighting needs. Estimated LED Lifetime is L70-100,000

SUPPLY OF LIGHT FIXTURE -BOLLARD- LARS SQUARE(1) (10W-15W) LED Module, 3000K/4000K IP65 - The Bollard suitable for on ground installation,is made of 3mm thick(minimum) extruded aluminium Square section of 100mmx100mm. Top cover(100mmx100mm) with made of aluminium in single piece. Pure polyester powder coating in Standard NERI Grey Colour. IP Rating - IP 65. Height – 1000mm, Section 100x100mm , Weight-4kgs.

Hanging Light Chain with 10nos. Of Globe 50(in Red/ Green/ Blue/ White Colour)-5Meters Length. Each Globe wattage-0.2W,IP rating of globe-44,Dia.-> 50mm.Source-SMD Type LED. These source LED's works on DC24V. Inbuilt Power adapter.

NCL-02S -Ceiling Light, 10-15W, LED,3000Kor 4000K CCT,Body-Die-casting and Extruded aluminium,powder coated & tempered glass screen (IK 08). Body colour-RAL 9005 Matt ,Electronic Driver which offers Protection against Short Circuit, Over- Voltage & Over- Current, IP 65 protection,CRI > 70,voltage input AC100-264V. Dimension-126mm(Dia.)x138mm(H),Weight-0.75kgs. Estimated Lifetime-L70 @ 50,000hours minimum.

SUPPLY OF NERI ARCHITECTURAL FOCUS LIGHT - NSL-12M -Spot Light, 27W,LED, 2230lm, 3000k, Electronic Driver which offers Protection against Short Circuit, Over- Voltage & Over- Current, IP-65 protection minimum,CRI > 70,voltage input AC100-240V.Body-Die-casting aluminium Body with Surface Anti-ageing electrostatic spray processing & screen. Body colour- RAL 9004 + RAL 9018 Matt, Dimension-140mm(Dia.)x180mm(L)x152mm(W)x192mm(H), Weight-2kgs. Estimated Lifetime-L70 @ 50,000hours minimum.

SUPPLY OF NERI NSL-12S - Focus Spot Light, 9W,LED,3000K CCT, IP-65.PF - > 0.9, Electronic Driver which offers protection against short circuit, over-temperature and over -voltages up to 5kV, IP 65 protection,CRI > 70,voltage input AC100-240V.Body-Die-casting aluminium Body with Surface Anti-ageing electrostatic spray processing & screen (IK 08). Body colour-RAL 9004 + RAL 9018 Matt, Dimension-140mm(Dia.)x180mm(L)x152mm(W)x 192mm(H), Weight-2kgs. Estimated Lifetime-L70 @ 50,000hours minimum.

SUPPLY OF NERI Light NWL-17D -Wall Light( UP/DOWN LIGHT), 20W, COB LED,1668lm, 3000k CCT, lm/W=70,Electronic Driver which offers Protection against Short Circuit, Over- Voltage & Over- Current, IP 65 protection minimum,CRI > 70,voltage input AC100-240V. Body-Die-casting and Extruded aluminium Body with Surface Anti-ageing electrostatic spray processing & screen. Body colour-RAL 9005 Matt, Dimension-110mm(Dia.)x175mm(H), 110MM(W)Weight-1kg. Estimated Lifetime-L70 @ 50,000hours minimum.

SUPPLY OF Neri-Light NSL-5-12 -Wall Recessed Light(step light),10W,SMD LED,260lm, 3000k CCT, lm/W=70,Electronic Driver which offers Protection against Short Circuit, Over- Voltage & Over- Current, IP 54 protection minimum,CRI > 70,voltage input AC100-240V.Body-Die-casting aluminium Body with screen in tempered glass.Body colour-RAL 9005 Matt ,Dimension 260mmx245mmX110mm, Weight-0.75kg. Estimated Lifetime-L70 @ 50,000 hours minimum.SUPPLY OF NERI NERI COSMOS MODERN SMART POLE 4M height Pole Made in combination of Multiple Modules(for Light Column,Wifi,CCTV & PAS) made of hot dip galvanised mild steel pipe sections 219mm dia. & coupled together. Entire pole shall be made to provide pleasing aesthetics. After Fabrication, MS pipe modules are hot dip galvanized(60 microns Minimum ) for the effective corrosion resistance. The hot dip Galvanised pole should be provided with an inbuilt junction box to fix 32A connectors and 6A MCB, at the bottom - the inbuilt box should have a flush door of suitable size. The decorative pedastal to be mounted on a suitable size steel plate. This mounting steel plate along with foundation bolts of suitable size to be used for ensuring firm grouting into the specially designed RCC foundation. Pole & it's parts are painted in 3 layer coating(coating thickness-100 microns minimum) in which 1st layer with etch primer, 2nd layer with epoxy primer & 3rd final layer with PU paint.

SUPPLY OF NERI LIGHT FIXTURE -CNC CUT LIGHT COLUMN-50-60W,LED 3000K IP67(Light Source) - The light column in triangle shape suitable for on ground installation,is made of steel. After Fabrication Entire Pole is hot dip galvanized(60 microns Minimum) for the effective corrosion resistance. Column & it's parts are painted in 3 layer coating(coating thickness-100 microns minimum) in which 1st layer with etch primer, 2nd layer with epoxy primer & 3rd final layer with PU paint - customised colour Metallaic Grey. Height – 3200mm, Triangle Dimension-300x300x300mm Source-Spot Light, LED, 3000k,Body-Die-casting aluminium Body withpowder coating & transparent screen (IK 08). Electronic Driver which offers Protection against Short Circuit, Over- Voltage & Over- Current, IP 65 protection,CRI > 70,voltage input AC100-264V.,Estimated Lifetime-L70 @ 50,000hours minimum. CAT REF – NERI-LIGHT FIXTURE -CNC CUT LIGHT COLUMN-55-65W,LED 3000K IP67 (Light Soruce)

Supply and Laying of 1.1 KV grade XLPE insulated PVC sheathed armoured Al. Conductor cables confirming to IS: 7908 Part I 1988 of following sizes as per technical specification. (4C x 25 Sq mm Al. Ar XLPE Cable for LSB to LDB )

Supply and Laying of 1.1 KV grade XLPE insulated PVC sheathed armoured Al. Conductor cables confirming to IS: 7908 Part I 1988 of following sizes as per technical specification. ( 3c x 2.5 Sqmm Copper Ar XLPE Cable for Toilet Area Incoming and Small Light Point)

Supply and Fixing of End Termination of the following cables by using of siemens type & Flange type glands, crimping sockets and glands earthing with all accessories required to complete the work. (3c x 2.5 Sqmm Copper Ar XLPE Cable )

Supply and Providing of safe ear thing electrode of 3 mtrs long 50mm dia with 2 bag back fill compound with mixture of ,GI bolt nut etc, completely as per IS 3043, 1987 or latest revision. (ELECTRODE SAFE EARTH CAT ) (Earth pipe should be near to the Panel Board)

Supply & Erection of 32mm dia, 1 Mtr length GI Earth pipe (C Class) with 8 SWG GI wire earthing of street light pole with complete accessories (Earth pipe should be near to the )

Supply and Laying of G.I Flat for the following sizes of earth wires and earth flat, , bolt nuts and washers etc., required to complete the work. (Supply and Laying of 50mm x 6mm G.I Flat Hot Dipped)

Supply & Laying of the following size of MS conduit with all accessories in recessed conduit system. Rate should be included for providing necessary junction box and GI pull wire as required. 32 mm Dia 2mm thick MS conduit

Supply & Laying of the following size of MS conduit with all accessories in recessed conduit system. Rate should be included for providing necessary junction box and GI pull wire as required. 25 mm Dia 2mm thick MS conduit

Supply & Laying of the following size of MS conduit with all accessories in recessed conduit system. Rate should be included for providing necessary junction box and GI pull wire as required. 19 mm Dia 2mm thick MS conduit

Supply & Laying of 2" dia PVC with minimum thickness of 3mm with all its accessories required.

Supply and Fixing of PVC Junction Box waterproof suitable above Pipe

Supply & Laying of 3" dia PVC with minimum thickness of 3mm with all its accessories required.

Supply and Fixing of PVC Junction Box waterproof suitable above Pipe

Supply And Erection Of 200mm dia Hume Pipe For Road Crossing Etc. As per Site Requirement For Electrical

Supply & Fabrication erection of MS item for electrical Equipment supported item

Foundation of the light poles

Testing and commissioning of all light fittings @ 15%

Supply, delivery, laying and jointing of Double wall corrugated /structured wall plastic polyethylene/polypropylene pipes DWC PE or PP of class SN-8 with non-smooth external Annular Corrugated and Smooth Internal Surfaces in Standard lengths with online coupler and spigot type confirming to IS 16098 (Part-2) 2013 / EN: 13476-3 (latest revision) including elastomeric sealing ring gasket suitable for DWC PE or PP pipes conforming to IS: 5382 (latest revision), freight,insurance, loading into the truck and transporting to the stores / site.. etc including earth work excavation in hard stiff clay,stiff black cotton,hard red earth, shales, muram, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m and lowering into trenches, aligning and testing of DWC PE or PP pipes, watering and ramming to consolidation, etc., complete 295/250mm OD/ID DWC PE or PP Pipe at 1.0m deep

Supply, delivery, laying and jointing of Double wall corrugated /structured wall plastic polyethylene/polypropylene pipes DWC PE or PP of class SN-8 with non-smooth external Annular Corrugated and Smooth Internal Surfaces in Standard lengths with online coupler and spigot type confirming to IS 16098 (Part-2) 2013 / EN: 13476-3 (latest revision) including elastomeric sealing ring gasket suitable for DWC PE or PP pipes conforming to IS: 5382 (latest revision), freight,insurance, loading into the truck and transporting to the stores / site.. etc including earth work excavation in hard stiff clay,stiff black cotton,hard red earth, shales, muram, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m and lowering into trenches, aligning and testing of DWC PE or PP pipes, watering and ramming to consolidation, etc., complete 295/250mm OD/ID DWC PE or PP Pipe at 1.5m deep

Supply, delivery, laying and jointing of Double wall corrugated /structured wall plastic polyethylene/polypropylene pipes DWC PE or PP of class SN-8 with non-smooth external Annular Corrugated and Smooth Internal Surfaces in Standard lengths with online coupler and spigot type confirming to IS 16098 (Part-2) 2013 / EN: 13476-3 (latest revision) including elastomeric sealing ring gasket suitable for DWC PE or PP pipes conforming to IS: 5382 (latest revision), freight,insurance, loading into the truck and transporting to the stores / site.. etc including earth work excavation in hard stiff clay,stiff black cotton,hard red earth, shales, muram, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m and lowering into trenches, aligning and testing of DWC PE or PP pipes, watering and ramming to consolidation, etc., complete 295/250mm OD/ID DWC PE or PP Pipe at 2.0 m deep

Supply, delivery, laying and jointing of Double wall corrugated /structured wall plastic polyethylene/polypropylene pipes DWC PE or PP of class SN-8 with non-smooth external Annular Corrugated and Smooth Internal Surfaces in Standard lengths with online coupler and spigot type confirming to IS 16098 (Part-2) 2013 / EN: 13476-3 (latest revision) including elastomeric sealing ring gasket suitable for DWC PE or PP pipes conforming to IS: 5382 (latest revision), freight,insurance, loading into the truck and transporting to the stores / site.. etc including earth work excavation in hard stiff clay,stiff black cotton,hard red earth, shales, muram, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m and lowering into trenches, aligning and testing of DWC PE or PP pipes, watering and ramming to consolidation including timbering the trenches for depths 2.5m and above, pumping out subsoil water etc., complete. 295/250mm OD/ID DWC PE or PP Pipe at 2.5 m deep

Supply, delivery, laying and jointing of Double wall corrugated /structured wall plastic polyethylene/polypropylene pipes DWC PE or PP of class SN-8 with non-smooth external Annular Corrugated and Smooth Internal Surfaces in Standard lengths with online coupler and spigot type confirming to IS 16098 (Part-2) 2013 / EN: 13476-3 (latest revision) including elastomeric sealing ring gasket suitable for DWC PE or PP pipes conforming to IS: 5382 (latest revision), freight,insurance, loading into the truck and transporting to the stores / site.. etc including earth work excavation in hard stiff clay,stiff black cotton,hard red earth, shales, muram, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m and lowering into trenches, aligning and testing of DWC PE or PP pipes, watering and ramming to consolidation including timbering the trenches for depths 2.5m and above, pumping out subsoil water etc., complete. 358/300mm OD/ID DWC PE or PP pipe at 2.5 m deep

Supply, delivery of CI socket spigot pipes of LA class including rubber gaskets as per the latest revision of IS 1536, laying, jointing and testing CI pipes (LA class) including earth work excavation for trenches in hard stiff clay, black cotton, hard red earth, shales, murams, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m and initial lift of 2m, lowering the pipes in to the trenches, aligning, making rubber joints, testing CI pipes, refilling the trenches with excavated soil, watering and ramming to consolidation, disposal of surplus earth including timbering the trenches for the depths of 2.5m and above, pumping out sub soil water etc., complete. (For Gravity Sewers) 250mm dia CI pipe at 3.5 m deep

Supply, delivery of CI socket spigot pipes of LA class including rubber gaskets as per the latest revision of IS 1536, laying, jointing and testing CI pipes (LA class) including earth work excavation for trenches in hard stiff clay, black cotton, hard red earth, shales, murams, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m and initial lift of 2m, lowering the pipes in to the trenches, aligning, making rubber joints, testing CI pipes, refilling the trenches with excavated soil, watering and ramming to consolidation, disposal of surplus earth including timbering the trenches for the depths of 2.5m and above, pumping out sub soil water etc., complete. (For Gravity Sewers) 300mm dia CI pipe at 4.5 m deep

Supply, delivery of CI socket spigot pipes of LA class including rubber gaskets as per the latest revision of IS 1536, laying, jointing and testing CI pipes (LA class) including earth work excavation for trenches in hard stiff clay, black cotton, hard red earth, shales, murams, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m and initial lift of 2m, lowering the pipes in to the trenches, aligning, making rubber joints, testing CI pipes, refilling the trenches with excavated soil, watering and ramming to consolidation, disposal of surplus earth including timbering the trenches for the depths of 2.5m and above, pumping out sub soil water etc., complete. (For Gravity Sewers) 400mm dia CI pipe at 3.0 m deep

Supply, delivery of CI socket spigot pipes of LA class including rubber gaskets as per the latest revision of IS 1536, laying, jointing and testing CI pipes (LA class) including earth work excavation for trenches in hard stiff clay, black cotton, hard red earth, shales, murams, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m and initial lift of 2m, lowering the pipes in to the trenches, aligning, making rubber joints, testing CI pipes, refilling the trenches with excavated soil, watering and ramming to consolidation, disposal of surplus earth including timbering the trenches for the depths of 2.5m and above, pumping out sub soil water etc., complete. (For Gravity Sewers) 450mm dia CI pipe at 2.5 m deep

Supply, delivery of CI socket spigot pipes of LA class including rubber gaskets as per the latest revision of IS 1536, laying, jointing and testing CI pipes (LA class) including earth work excavation for trenches in hard stiff clay, black cotton, hard red earth, shales, murams, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m and initial lift of 2m, lowering the pipes in to the trenches, aligning, making rubber joints, testing CI pipes, refilling the trenches with excavated soil, watering and ramming to consolidation, disposal of surplus earth including timbering the trenches for the depths of 2.5m and above, pumping out sub soil water etc., complete. (For Gravity Sewers) 500mm dia CI pipe at 3.0 m deep

Supply, delivery of CI socket spigot pipes of LA class including rubber gaskets as per the latest revision of IS 1536, laying, jointing and testing CI pipes (LA class) including earth work excavation for trenches in hard stiff clay, black cotton, hard red earth, shales, murams, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m and initial lift of 2m, lowering the pipes in to the trenches, aligning, making rubber joints, testing CI pipes, refilling the trenches with excavated soil, watering and ramming to consolidation, disposal of surplus earth including timbering the trenches for the depths of 2.5m and above, pumping out sub soil water etc., complete. (For Gravity Sewers) 500mm dia CI pipe at 3.5 m deep

Supply, delivery of CI socket spigot pipes of LA class including rubber gaskets as per the latest revision of IS 1536, laying, jointing and testing CI pipes (LA class) including earth work excavation for trenches in hard stiff clay, black cotton, hard red earth, shales, murams, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m and initial lift of 2m, lowering the pipes in to the trenches, aligning, making rubber joints, testing CI pipes, refilling the trenches with excavated soil, watering and ramming to consolidation, disposal of surplus earth including timbering the trenches for the depths of 2.5m and above, pumping out sub soil water etc., complete. (For Gravity Sewers) 700mm dia CI pipe at 4.0 m deep

Supply, delivery of CI socket spigot pipes of LA class including rubber gaskets as per the latest revision of IS 1536, laying, jointing and testing CI pipes (LA class) including earth work excavation for trenches in hard stiff clay, black cotton, hard red earth, shales, murams, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m and initial lift of 2m, lowering the pipes in to the trenches, aligning, making rubber joints, testing CI pipes, refilling the trenches with excavated soil, watering and ramming to consolidation, disposal of surplus earth including timbering the trenches for the depths of 2.5m and above, pumping out sub soil water etc., complete. (For Gravity Sewers) 700mm dia CI pipe at 4.5 m deep

Cement concrete 1:3:6 using Crushed stone sand (M-sand) and 40mm gauge hard broken stone jelly for plain cement concrete works including laying in layers of not more than 15cm thick including ramming curing, etc., complete for End concrete.

Construction of machineholes using sulphate resistant cement at various depths to invert including earthwork excavation as per SS 20B, laying cement concrete in C.M. 1:3:6 using Crushed stone sand (M sand) and 40mm B.G.jelly for foundation, sinking well kerb below G.L. for 4.5m depth and above, pumping, timbering charges for 2.5m depth and above, stock brick work in C.M. 1:3, for 23cm thick wall and over 23cm thick wall, plastering interior with C.M. 1:3, 20mm thick and exterior with C.M. 1:3, 12mm thick, laying plain cement concrete 1:3:6 using 12.0mm to 20mm B.G.jelly fixing the frame, providing C.I. steps, machine holes cover and frame, benching and channelling including refilling the trench with excavated earth and disposal of surplus earth etc. complete for the following sizes for each machine holes 1.05mx 0.9m at 1.5 m deep

Construction of Precast circular RCC machineholes using sulphate resistant cement with M30 design mix concrete using Crushed stone sand (M sand) including earthwork excavation as per SS20B including timbering and pumping charges(for 2.5m depth and above),Providing Plain Cement Concrete 1:1.5:3 using 20mm B.G. jelly for foundation,supplying and filling sand for bedding, Providing base units of 1m height(base slab and sidewall),riser unit (without corbel) of varying heights to suit the various depth requirements and roof slab including cost of steel reinforcement, cost of fabricating the steel mould using MS sheet and ISA angles including material and labour cost, Providing CI steps,fixing FRC machine holes frame and door,benching and channelling ,refilling with excavated earth and disposal of surplus earth, joining of precast units by grouting with CM1:1 and polyurethane based water proofing compound 1% (by weight of cement ) at shear key and protruded bars- grout holes locations,Cost of conveyance and erection charges of precast machineholes at the required position as directed by the engineer at site including testing the machine holes with water for 48 hours to check water tightness and rectifying the defects if anyfor the following sizes and depths. 1200mm dia Circular machine holes for Sewers (upto 450mm dia) at 2.5 m deep

1500mm dia Circular machine holes for Sewers (500mm dia & above) at 2.5m deep

Construction of RCC machineholes using sulphate resistant cement with M30 design mix concrete using Crushed stone sand (M sand) including earthwork excavation as per SS20B , providing point edge to well kerb using ISA 150x75x10mm weighing at 16.9kg/m,sinking well kerb below 2m from G.L.or by open excavation for various depth as per site condition with M30 mix for side wall, raft and roof slab,including cost of steel reinforcement ,including bailing and pumping out water, formwork, plugging the bottom with PCC 1:3:6 using 40mm hard broken granite jelly, laying plain cement concrete 1:3:6 using 12mm to 20mm hard broken granite jelly for fixing frame, fixing FRC machine holes cover and frame, providing CI steps, ,benching and channelling including refilling the trenches with excavated earth and disposal of earth etc. Including testing the machine holes with water for 48hours to check water tightness and rectifying the defects if any complete for the following size of machineholes. 1200mm dia Circular machine holes for Sewers (upto 450mm dia) at 3.0m deep

Construction of RCC machineholes using sulphate resistant cement with M30 design mix concrete using Crushed stone sand (M sand) including earthwork excavation as per SS20B , providing point edge to well kerb using ISA 150x75x10mm weighing at 16.9kg/m,sinking well kerb below 2m from G.L.or by open excavation for various depth as per site condition with M30 mix for side wall, raft and roof slab,including cost of steel reinforcement ,including bailing and pumping out water, formwork, plugging the bottom with PCC 1:3:6 using 40mm hard broken granite jelly, laying plain cement concrete 1:3:6 using 12mm to 20mm hard broken granite jelly for fixing frame, fixing FRC machine holes cover and frame, providing CI steps, ,benching and channelling including refilling the trenches with excavated earth and disposal of earth etc. Including testing the machine holes with water for 48hours to check water tightness and rectifying the defects if any complete for the following size of machineholes. 1200mm dia Circular machine holes for Sewers (upto 450mm dia) at 3.5m deep

Construction of RCC machineholes using sulphate resistant cement with M30 design mix concrete using Crushed stone sand (M sand) including earthwork excavation as per SS20B , providing point edge to well kerb using ISA 150x75x10mm weighing at 16.9kg/m,sinking well kerb below 2m from G.L.or by open excavation for various depth as per site condition with M30 mix for side wall, raft and roof slab,including cost of steel reinforcement ,including bailing and pumping out water, formwork, plugging the bottom with PCC 1:3:6 using 40mm hard broken granite jelly, laying plain cement concrete 1:3:6 using 12mm to 20mm hard broken granite jelly for fixing frame, fixing FRC machine holes cover and frame, providing CI steps, ,benching and channelling including refilling the trenches with excavated earth and disposal of earth etc. Including testing the machine holes with water for 48hours to check water tightness and rectifying the defects if any complete for the following size of machineholes. 1200mm dia Circular machine holes for Sewers (upto 450mm dia) at 4.5m deep

Construction of RCC machineholes using sulphate resistant cement with M30 design mix concrete using Crushed stone sand (M sand) including earthwork excavation as per SS20B , providing point edge to well kerb using ISA 150x75x10mm weighing at 16.9kg/m,sinking well kerb below 2m from G.L.or by open excavation for various depth as per site condition with M30 mix for side wall, raft and roof slab,including cost of steel reinforcement ,including bailing and pumping out water, formwork, plugging the bottom with PCC 1:3:6 using 40mm hard broken granite jelly, laying plain cement concrete 1:3:6 using 12mm to 20mm hard broken granite jelly for fixing frame, fixing FRC machine holes cover and frame, providing CI steps, ,benching and channelling including refilling the trenches with excavated earth and disposal of earth etc. Including testing the machine holes with water for 48hours to check water tightness and rectifying the defects if any complete for the following size of machineholes. 1500mm dia Circular machine holes for Sewers (upto 450mm dia) at 3.0 m deep

Construction of RCC machineholes using sulphate resistant cement with M30 design mix concrete using Crushed stone sand (M sand) including earthwork excavation as per SS20B , providing point edge to well kerb using ISA 150x75x10mm weighing at 16.9kg/m,sinking well kerb below 2m from G.L.or by open excavation for various depth as per site condition with M30 mix for side wall, raft and roof slab,including cost of steel reinforcement ,including bailing and pumping out water, formwork, plugging the bottom with PCC 1:3:6 using 40mm hard broken granite jelly, laying plain cement concrete 1:3:6 using 12mm to 20mm hard broken granite jelly for fixing frame, fixing FRC machine holes cover and frame, providing CI steps, ,benching and channelling including refilling the trenches with excavated earth and disposal of earth etc. Including testing the machine holes with water for 48hours to check water tightness and rectifying the defects if any complete for the following size of machineholes. 1500mm dia Circular machine holes for Sewers (upto 450mm dia) at 3.5 m deep

Construction of RCC machineholes using sulphate resistant cement with M30 design mix concrete using Crushed stone sand (M sand) including earthwork excavation as per SS20B , providing point edge to well kerb using ISA 150x75x10mm weighing at 16.9kg/m,sinking well kerb below 2m from G.L.or by open excavation for various depth as per site condition with M30 mix for side wall, raft and roof slab,including cost of steel reinforcement ,including bailing and pumping out water, formwork, plugging the bottom with PCC 1:3:6 using 40mm hard broken granite jelly, laying plain cement concrete 1:3:6 using 12mm to 20mm hard broken granite jelly for fixing frame, fixing FRC machine holes cover and frame, providing CI steps, ,benching and channelling including refilling the trenches with excavated earth and disposal of earth etc. Including testing the machine holes with water for 48hours to check water tightness and rectifying the defects if any complete for the following size of machineholes. 1500mm dia Circular machine holes for Sewers (upto 450mm dia) at 4.0 m deep

Construction of RCC machineholes using sulphate resistant cement with M30 design mix concrete using Crushed stone sand (M sand) including earthwork excavation as per SS20B , providing point edge to well kerb using ISA 150x75x10mm weighing at 16.9kg/m,sinking well kerb below 2m from G.L.or by open excavation for various depth as per site condition with M30 mix for side wall, raft and roof slab,including cost of steel reinforcement ,including bailing and pumping out water, formwork, plugging the bottom with PCC 1:3:6 using 40mm hard broken granite jelly, laying plain cement concrete 1:3:6 using 12mm to 20mm hard broken granite jelly for fixing frame, fixing FRC machine holes cover and frame, providing CI steps, ,benching and channelling including refilling the trenches with excavated earth and disposal of earth etc. Including testing the machine holes with water for 48hours to check water tightness and rectifying the defects if any complete for the following size of machineholes. 1500mm dia Circular machine holes for Sewers (upto 450mm dia) at 4.5 m deep

Construction of RCC machineholes using sulphate resistant cement with M30 design mix concrete using Crushed stone sand (M sand) including earthwork excavation as per SS20B , providing point edge to well kerb using ISA 150x75x10mm weighing at 16.9kg/m,sinking well kerb below 2m from G.L.or by open excavation for various depth as per site condition with M30 mix for side wall, raft and roof slab,including cost of steel reinforcement ,including bailing and pumping out water, formwork, plugging the bottom with PCC 1:3:6 using 40mm hard broken granite jelly, laying plain cement concrete 1:3:6 using 12mm to 20mm hard broken granite jelly for fixing frame, fixing FRC machine holes cover and frame, providing CI steps, ,benching and channelling including refilling the trenches with excavated earth and disposal of earth etc. Including testing the machine holes with water for 48hours to check water tightness and rectifying the defects if any complete for the following size of machineholes. 1500mm dia Circular machine holes for Sewers (upto 450mm dia) at 5.0 m deep

Supplying and fixing 150mm dia MS Ventilating columns 6.0m length with CI Base for Ventilating column, Wire Cowl, Supplying, Laying, Jointing and Testing of 150mm dia stoneware pipe to a length of 6m for each column with 100mm SW stopper including cost of joining materials such as cement, sand and spun yarn with necessary civil works for construction of Masonry Pillars, earthwork excavation, refilling etc., complete.

Providing Iron Barricading of size 2.50 m width and 1.75 m height using 40x40x4 mm angle for outer frame supports, 25 x 25 x 3 mm angle for inner frame supports and 20 gauge thickness MS sheet for name board (as per drawing) including cutting, welding, fabrication charges and one coat of primer and 2 coats of enamel paint of approved quality, writing "METRO WATER" & work detail/ caution sign, providing necessary interlocking arrangements with adjoining units, fixing danger flags, danger lights, reflectors, fixing stickers etc, including watching during night and placing the barricading units as directed at the sites Road Cutting, Cutting Asphaltic Road

Non Bus Route -Total

Cutting CI Pipes 250

Cutting CI Pipes 300

Cutting CI Pipes 400

Cutting CI Pipes 450

Cutting CI Pipes 500

Cutting CI Pipes 700

Cutting DWC PE Pipes 250

Cutting DWC PE Pipes 300

Providing House service connection: Supplying, laying jointing and testing UPVC pipe including earthwork excavation for trenches in hard stiff clay, stiff black cotton, hard red earth, shales, murams, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m. lowering the pipes into the trenches, aligning, refilling the trenches with excavated earth in layers of not more than 23cm thick watering, ramming to consolidation and disposal of surplus earth etc., complete 110mm dia upto a depth of 1.0m

Providing House service connection: Supplying, laying jointing and testing UPVC pipe including earthwork excavation for trenches in hard stiff clay, stiff black cotton, hard red earth, shales, murams, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m. lowering the pipes into the trenches, aligning, refilling the trenches with excavated earth in layers of not more than 23cm thick watering, ramming to consolidation and disposal of surplus earth etc., complete 160mm dia upto a depth of 1.5m

Inspection Chamber : Construction of inspection chambers of following sizes with earth work excavation for foundation, 23cm thick concrete bed using 40mm brick jelly concrete in C.M. 1:4:10 for foundation, brick work in C.M. 1:6 for chamber, plastering with C.M. 1:3,12mm thick, benching, channelling, supplying and fixing 45x45cm medium weight L.S. cover and frame, etc., complete for 60 x 60 x 105 cm

Inspection Chamber : Construction of inspection chambers of following sizes with earth work excavation for foundation, 23cm thick concrete bed using 40mm brick jelly concrete in C.M. 1:4:10 for foundation, brick work in C.M. 1:6 for chamber, plastering with C.M. 1:3,12mm thick, benching, channelling, supplying and fixing 45x45cm medium weight L.S. cover and frame, etc., complete for 60 x 60 x 150cm

Providing and constructing vertical drop arrangement of 0.6 m and more height as required including providing and jointing special such as double T. Bend required stoneware pipe fixed in m-100 C. C. at required level as type design cutting, jointing and filleting as per specification etc. complete. 295/250mm OD/ID DWC PE or PP Pipe

Supplying and filling with stone dust for bedding for a thickness of 10cm and back fill envelope for a thickness of 150mm above the crown of the pipe for DWC PE pipes including ramming, consolidation etc., complete

Refilling with excavated soils (other than sand) complying with standard specifications for filling in foundations and basement.(for DWC PE or PP pipe length)

Disposal of surplus earth (for DWC PE or PP pipe length)

Hire charges for Diesel Pumpset 15 HP

Hire charges for Diesel Pumpset 20 HP

Hire charges for Diesel Pumpset 50 HP

Hire charges for Diesel Pumpset 60 HP

Hire charges for Diesel Pumpset 70 HP

Cutting Asphaltic concrete road using Tractor Compressor (As per Market Rate) For 150mm pipe line

Supplying and Laying of D.I. pipes from the site of stacking to the site of construction including opencut earthwork excavation in hard stiff clay, stiff black cotton, hard red earth and earth mixed with small size boulders and hard gravelly soil depositing the earth on banks with initial lead of 10 metres and initial lift of 1.5metres, pumping out subsoil water, lowering the pipes into the trenches, etc., complete, for 1.50metre. For 150mm pipe line

Making Rubber joints for the specials For 150mm pipe line

Making Rubber joints for the specials For 100mm pipe line

supplying TEE 150x150x100

Testing of150 mm dia M.S./C.I./P.V.C./D.I pipes with hydraulic testing equipment by filling with water(including cost of water @ Rs.73/KL) and testing to recommended pressure in convenient stetches and attending the bursts if any occured during the test, excluding the cost of pipes, including other incidental and operational charges, etc., complete For 150mm pipe line

Making bore and tapping in the DI pipe line,supplying and fixing of specials consisting of plastic moulded clamp saddle with (SS304) female threaded metal insert ,sealing rubber and plastic wide strap including suitable bolts and nuts,Polypropylene compression fitting adopter with metal insert(SS 304-male threaded),Polyproplene compression fitting 90 deg elbow, UPVC Ball Valve(stop cock) with compression joint at one end and female threaded at other end and suitable enclosure(HDPE) with top side openable for housing UPVC Ball Valve(stop cock) and testing house service connections including cost of water etc complete for following sizes. 20 mm O.D

Making bore and tapping in the DI pipe line,supplying and fixing of specials consisting of plastic moulded clamp saddle with (SS304) female threaded metal insert ,sealing rubber and plastic wide strap including suitable bolts and nuts,Polypropylene compression fitting adopter with metal insert(SS 304-male threaded),Polyproplene compression fitting 90 deg elbow, UPVC Ball Valve(stop cock) with compression joint at one end and female threaded at other end and suitable enclosure(HDPE) with top side openable for housing UPVC Ball Valve(stop cock) and testing house service connections including cost of water etc complete for following sizes. 25 mm O.D

Making bore and tapping in the DI pipe line,supplying and fixing of specials consisting of plastic moulded clamp saddle with (SS304) female threaded metal insert ,sealing rubber and plastic wide strap including suitable bolts and nuts,Polypropylene compression fitting adopter with metal insert(SS 304-male threaded),Polyproplene compression fitting 90 deg elbow, UPVC Ball Valve(stop cock) with compression joint at one end and female threaded at other end and suitable enclosure(HDPE) with top side openable for housing UPVC Ball Valve(stop cock) and testing house service connections including cost of water etc complete for following sizes. 32 mm O.D

Supplying & fixing 700 mm x 150mm dia saddle with necessary specials etc. excluding excavation.

Connection work to existing main including cutting existing pipe, fixing branches, collars, lead jointing and bailing out water, etc., excluding excavation. Cutting 150mm to 100mm (6” to 4”) C.I. pipe and fixing 150mm to 50mm (6” to 2”) branch

Providing Iron Barricading of size 2.50 m width and 1.75 m height using 40x40x4 mm angle for outer frame supports, 25 x 25 x 3 mm angle for inner frame supports and 20 gauge thickness MS sheet for name board (as per drawing) including cutting, welding, fabrication charges and one coat of primer and 2 coats of enamel paint of approved quality, writing "METRO WATER" & work detail/ caution sign, providing necessary interlocking arrangements with adjoining units, fixing danger flags, danger lights, reflectors, fixing stickers etc, including watching during night and placing the barricading units as directed at the sites.

Hire of diesel engine of capacity 7.5 HP dewatering the sewage water entered into the trenches with crew and fuel charges

Hire charges for portable Genset 1.00 KVA with 2 Nos. of 150W flood light including all incidental charges, transportation, crew charges and fuel charges etc., complete.

Insertion of valve Chamber CI D/F 150mm dia SLUICE VALVE WITH CAP/ WHEEL AS PER IS 14846/2000 PN 1 WITH ISI MARKING

Supply of following specials for fixing the Sluice Valves 150 mm dia Flange Socket

Supply of following specials for fixing the Sluice Valves 150 mm dia Flange Spigot

Conveying and fixing sluice valves with tail pieces including fixing the surface boxes/valves, covers.

Jointing the DI double flanged pipes and specials with rubber insertion to the required specification with M.S bolt and nuts and testing the pipes to the required pressure with water including the cost of jointing materials etc. complete.

Supplying and Planting of Livistona rotundifolia palm variety of height 180 - 210 cm in polythene bag of dia 30cm including supporting stack of 5cm dia casurina pole of 10' height, including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge.

Supplying and Planting of Raphis palm variety of height 180-210 cm in polythene bag of dia 30cm including supporting stack of 5cm dia casurina pole of 10' height,including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge.

Mars Construction