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Tender For Subhash Park To Maruti Estate Road. - Milling of existing Bituminuous pavement to the depth of 25-50mm by miller machine in a single cutting depth of 50mm to make a uniform surface without disturbing the base including diversion of traffic, removing milled material to approved dumping site (with in 5 kms lead) including loading and unloading, all leads and lift, fuel and lubricating charges etc complete as directed by Engineer in Charge.. 2 Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth in form of cutting to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge. 3 Cartage of ballast, kankar, coal, Grit or sand etc. including loading and unloading but excluding stackings on pucca roads. Earth/Malva upto 5 km distance etc all complete. 4 Construction of Granular sub-base(GSB) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 of Morth/Mord 5 Providing and laying cement concrete in 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. In Foundation and floors. 6 Cement Concrete Pavement (Construction of M40 grade un-reinforced, dowel jointed at construction joint, plain cement concrete pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including providing of construction joints, separation membrane (where DLC is done), admixtures, tie bar, fibre mesh, curing compound, finishing to lines and grades as per drawing.The White topping without fibre mesh shall not be accepted.Item does not includes cost of dowel bars, Tie Bars, fibre mesh (PSFR) & cost of groove cutting & filling. It should be paid seperately. 7 Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectrorising glass beeds @ 250gms per sqm. Area, thiclness of 2.5mm is exclusive of surface applied glass beeds as per IRC:35. The finish surface to be lavel, uniform and free from streaks and holes. composition of thermoplastic meterial shall be as per table 800-3 of clause 803 of MORTH including cost of all meterial, labour, T&P etc. require for proper completion of work as direction by engineer-in-charge. 8 Reflective Raised Pavement Markers (Cat Eyel Road Stud) Supply and fixing of raised pavement marker with Made of Plastic body of RPM Road Stud shall bemoulded from ASA (Acrylic Styrene Acrylonitrile) or HIPS (High-Impact Polystyrene) or Acrylonitrite Butadien Styrene (ABS) or Any other suitable material approved by the Engineer. The Marker shall support a load of 13,635 kg tested in accordance with ASTM D4280.The Reflective panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entring the lens face. Lenses shall be mouled of methyl methecrylate conforming to ASTM 0788 of equivalent. The slop or retro-reflecting surface shall preferably be 35+1-5 degree to base and the area of each retroreflecting surface shall not be less than 13.00 sq.cm. the marker height shall not be less than 10 mm and shall not exceed 20 mm & Width shall not exceed 130 mm. The base of the marker shall be flat within 1.3 mm all road studs shall be legibly marked with the name, trade or other means of identification of the manufacture, epoxy Installations, excess adhesive around the edge of the marker, excess adhesive on the pavement and adhesive on the exposed surfaces of the markers shall be immediately removed. The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer, In addition a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who carries out the work of foxing of reflective road markers. In case the markers are displaced, damaged get worn out or lose their reflectivity compared to stipulated standards, the contractor would be required to replace all such markers within 15 days of the intimation from the Engineer. at his own cost The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineerin- Charge.RPM (without shank) 9 Portable Barricade in Construction Zone(Installation of a steel portable barricade with horizontal rail 300 mm wide, 2.5 m in length fitted on a "A" frame made with 45 x 45 x 5 mm angle iron section, 1.5 m in height, horizontal rail painted (2 coats) with yellow and white stripes, 150 mm in width at an angle of 450, "A" frame painted with 2 coats of yellow paint, complete as per IRC:SP:55-2001) 10 Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regularexceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m ]ead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge. 11 Banking excavated earth by mechanical / manual means in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with % tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and for all lift : 12 Cartage of ballast, kankar, coal, Grit or sand etc. including loading and unloading but excluding stackings on pucca roads. Earth/Malva upto 5 km distance etc all complete. 13 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) 14 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level in 1:2:4 (1 cement : 2 Coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources etc all complete. 15 Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80mm thick C.C. paver block of M-35 grade with approved colour design and pattern. 16 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 17 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : 18 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, j ointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making j oints with or without grooves (thickness of j oints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). 19 Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm 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. 20 Table Top : Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarseaggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.:Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear thecost of extra cement. Concrete of M40 grade with minimum cement content of 390 kg/cum 21 Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete and as per direction of Engineer-in-charge. (Saucer drain along the road edge) 22 Applying stamping finish to the top surface of freshly laid plain/reinforced cement concrete of specified grade in porticos, sidewalks, driveways, pool decks and open yards as per direction of the Engineer-in-Charge.The process shall include the following:• The concrete shall be placed and screeded to the finished grade, and floated to a uniform surface by using standard finishing techniques. The approved color hardener @ 2.7 kg/sqm shall be applied evenly to the surface of the fresh concrete by the dry shake method by sprinkling in two or more shakes, floated after each shake and trowelled only after the final floating. The approved release agent @ 0.113 kg/sqm shall be applied evenly to the trowelled surface before stamping or the said release agent can be applied to the flexible polyurethane stamp moulds of approved design and in required sizes to achieve final stamped pattern. These stampings shall be placed on the surface of concrete in three to four pieces at a time and tapped gently with rammers of sufficient size & weight to leave proper stamp marks and the process repeated for the remaining concrete surface till the whole surface to be stamped is completed within the time while concrete is in plastic stage of setting.• After stamping, the curing shall be done as per manufactures specifications. After initial curing the imprinted joints shall be grouted using cement slurry mixed with color hardener as per the requirement.The surface shall be sealed by applying acrylic based sealer not less than 0.167 litre/sqm.on finished surface.• The construction joints shall be provided by groove cutting of size 4 mm x 20 mm in panel size 3m x 3 m or lesser as per the site conditions and filling the same with 10 mm baker rod and providing and laying (PU)Polyurethane based joint sealer of approved make as per manufacturer’s specifications and finished by applying Polyurethane resinbased top protective clear coat of minimum 80 micron applied with rollers on properlycured and dry clean surface. (Cost of concrete for flooring is not includedin this item which shall be paid separately.) 23 Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450 mm long with 150x150x6 mm M.S. plate welded at bottom and embedded 150 mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-lll) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources), including necessary excavation of size 250x250x450 mm deep for the same in bitumen/concrete pavement at specified spacing. 24 Earth work in excavation in foundation in ordinary soil (loam, clay, or sand) including lift upto 1.5 m and lead up to 30 m and including filling watering ramming of excavated earth in to the trenches or in to the space between the building and the sides of the foundation trenches or into the space between the building and the side of the foundation or in the plinth and removal ofsurplus earth as directed by E/I upto a distance of 30m.from the foundation trenches. 25 Cartage of ballast, kankar, coal, Grit or sand etc. including loading and unloading but excluding stackings on pucca roads. Earth/Malva upto 5 km distance etc all complete. 26 Providing of bandha for diversion of nala etc. all complete. 27 Providing and fixing of barricading of 100mm average ballies with in a distance of 1.50 meter for 3 rows of 3Q. 3 No"sof cross ballies, two supporting ballies of 3 meter ballies and 2 No"s perpendicular ballies tie with moonj rope including supply of all material such as ballies rope T&P required for proper completion of work and also including labour component (material will be property of contractor after dismantling). 28 Providing of 32 HP diesel pump for dewatering of pond with pump, driver etc. all complete. (for 8 hours) 29 Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinthlevel : 1:4:8 (1 Cement : 4 coarse sand (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 30 Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.(PCC below pipe of Storm water, Sewer, Water, Inspection chamber for storm water, telecom chamber, power chamber and sewer) 31 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; Storm Water ChamberSide Walls 32 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; Storm Water ChamberBottom Slab 33 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; Centering and shuttering Storm Water Chamber Side Walls Outer 34 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; Centering and shuttering Storm Water Chamber Side Walls Inner 35 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; Centering and shuttering Storm Water ChamberBottom Slab 36 Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto plint level. Thermo - mechanically treated bards of grade Fe-500D or more 37 Supply and installation on site -Stormwater. Recessed double seal with a clear opening of 750x750 mm DI manhole cover and frame(material- ductile iron grade 500/7) of class B125 load capacity 125 KN Load as per EN124-2, the top cover( should have 2 no. of keyholes ) as per the design approved by Engineer in charge.Consider a Quantity at 80 kg/ Cum of M25 concrete 38 Supply and installation on site- recessed double seal of with a clear opening of 750*750mm DImanhole and frame (material-ductile iron grade500/7) of classD400 having minimum loadcapacity 400kn load as perEN124- 2 top covershould have 2No"s ofkeyhole .as per designapproved by engineer in charge design approvedby engineer in charge 39 Supply and installation on site - Gully Grates RED 048 GRH – 600 x 600mm DI GULLY GRATE & FRAME IN D400 LOAD CLASS , as per BS EN 124 Black Bitumen Paint, all complete as per direction of Engineer-in-charge.(For Storm Water - On Road Grating) 40 Supply and installation on site - Gully Grates: A1216 300X700 MM DI TRENCH GRATE(For Storm Water - On Road Grating) (40 MT) 41 Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete (Storm water, sewer) 42 Sand Filling in plinth including supply of necessary quality of local sand from a distance not exceeding 8 kms from the site of work and including watering dressing etc.required for proper completion of work 43 Providing & Fixing PVC pipe conforming to IS make working pressure 6kg/sqcm including testing labour T&P and all complete fittings 110 mm diameter 44 Providing and fixing 100 mm sand cast lron grating for gully trap. 45 Making khurras 45x45 cm with average minimumthickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges, making and finishing the outlet complete. 46 Clearing grass and removal of rubbish upto a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. 47 Dismantling kerb stone / Kerb Stone channel by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metre 48 Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. 49 Dismantling of flexible pavements and disposal of dismantled material up to a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical specification Clause 202. Bituminous / Granular Courses (By Mechanical means) 50 Cartage of ballast, kankar, coal, Grit or sand etc. including loading and unloading but excluding stackings on pucca roads. Earth/Malva upto 5 km distance etc all complete. 51 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal ofxcavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil 52 1:4:8 (1 Cement : 4 coarse sand (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 53 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarseaggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.:Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear thecost of extra cement. Concrete of M40 grade with minimum cement content of 390 kg/cum 54 Steel Reinforcement for R.C.C work including straightening, cutting, bending, pacing in position and bindingallcomplete thermo mechanically treated bars of grade Fe-500 D or more 55 Centering and shuttering Inner Wall 56 Centering and shuttering Outer wall 57 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 58 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : 59 Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift 60 Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth in form of cutting to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge. 61 Cartage of ballast, kankar, coal, Grit or sand etc. including loading and unloading but excluding stackings on pucca roads. Earth/Malva upto 5 km distance etc all complete. 62 Construction of Granular sub-base(GSB) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 of Morth/Mord 63 Providing and laying Factory made chamfered edge Cement Concrete paver block in footpath, parks, lawns, drive ways or light traffic parking etc, ofrequired strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver block into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge 64 Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : bituminous road 65 Banking excavated earth by mechanical / manual means in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with % tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and for all lift : 66 Cartage of ballast, kankar, coal, Grit or sand etc. including loading and unloading but excluding stackings on pucca roads. Earth/Malva upto 5 km distance etc all complete. 67 1:4:8 (1 Cement : 4 coarse sand (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 68 Supply& laying of 7-way, 40mm Multi Duct Path conforming to ASTM F 2160, ASTM D 2444, and equivalent Indian standards. The orange external sheath will be free from visual defects, with sub ducts arranged in a colour sequence of green, blue, yellow, brown, violet, grey, and red, viewed clockwise from the outer end. The ducts must be manufactured by TSEC-certified manufacturers using 100% virgin HDPE raw material. The sub ducts must have 3-layer design with colored outer, translucent middle layer and silicone lubricant inner layer with straight spiral ribs. The outer sheath will have anti-termite properties and a thickness of 1.2mm ± 0.2mm. Sub duct"s wall thickness shall be 2.9 mm ± 0.3 mm (Excluding rib height). Push-fit couplers and end plugs will be provided every 100 meters, while ABS spacers will be used at 1.5-meter intervals. ISO Requirements: ISO 9001:2015, 14001:2015, and 45001:2018. The manufacturer"s products must be CIPET tested to ensure adherence to quality and performance standards, and installation as per specification and direction of engineer in charge. 69 Power Duct Supply & Laying200 MM PN-6, PE-80, Pressure rating of HDPE pipes -I.S.I. Marked H.D.P.E. Pipes conforming I.S. 4984:2016 (For LT Line) 70 Power Duct Supply & LayingItem description :315mm OD, PN6, PE80, SDR 17, as per IS:4984.(For HT Line) 71 Sand Filling in plinth including supply of necessary quality of local sand from a distance not exceeding 8 kms from the site of work and including watering dressing etc.required for proper completion of work 72 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including the pumping of concrete to the site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement all complete as per drawing and as per direction of the engineer-in-charge ; for the following grades of concrete: Concrete of M25 grade with minimum cement content of 330 kg /cum (minimum thickness of theslab thickness 200 mm , minimum Wall thickness is 150mm ) 73 Centering and shuttering including strutting, propping,etc. and removal of form for Lintels, beams, plinth beams, girders, bressummers and cantilevers 74 Steel Reinforcement for R.C.C work including straightening, cutting, bending, pacing in position and bindingallcomplete Thermo mechanically treated bars of grade Fe-500 D or more 75 Supplying and stacking of good earth at site including royalty and carriage upto 5 km complete (earth measured in stacks will be reduced by 20% for payment) 76 Supplying and stacking sludge at site including royalty and carriage upto 5 km complete (sludge measured in stacks will be reduced by 8% for payment). 77 Providing & laying Selection no. 1 doob grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge 78 Providing and fixing Neelgiri/Mexican grass turf withearthy 50mm to 60mm thickness of existing groundprepared with proper level and ramming with requiredtools wooden (Dhurmos) and than rolling the surfacewith light roller make the surface smoothen and light,watering with sprinkler and maintenance for 30 days or more till the grass establish properly as per direction of officer incharge. 79 Complete maintenance of trees (Out side gardenfeatures), jobs like making of basin at regular interval i/c watering, weeding, pruning & application offertilizer etc, (excluding the cost of material which shall be supplied by the department and other T & P material/articles shall be provided by the contractor) and as per direction of officer in charge. Trees for 250 no/(up to 4 & up to 3 year Slow & Fast growing group) 80 Plantation of Trees, Shrubs, and Hedge at site i/cwatering and removal of unserveiceable material’s asper direction of officer in charge (excluding cast of plant & water)Trees Plant 81 Plantation of Trees, Shrubs, and Hedge at site i/cwatering and removal of unserveiceable material’s asper direction of officer in charge (excluding cast of plant & water)Shrubs Plant 82 Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) : HOLES 45CM DEEP, 45 CM DIA 83 Providing and stacking of Ficus blackii (F.vivion) (bushy) of height 150-165 cm. with 8-10 branches and healthy foliage in earthen pots of size 30 cm as per direction of the officer-in-charge. 84 Providing and stacking of Gardenia jasminoides ofheight 45-60 cm. with 34 branches in earthen pots ofsize 20 cm as per direction of the officer-in-charge. 85 Providing and stacking of Cestrum nocturnum (Raat ki Rani) of height 60-75 cm. with 4-5 branches in bag of size 25 cm as per direction of the officer-in-charge. 86 Poviding and stacking of Hamelia patens of height 3045 cm. with 3-4 branches in poly bags of size 20 cm as per direction of the officer-in-charge. 87 Providing and stacking of Hibiscus rosasinensis ofheight 45-60 cm. with 3-4 branches in earthen pots ofsize 20 cm as per direction of the officer-in-charge. 88 Providing and stacking of Murraya exotica of height 45 cm. in poly bags of size 15 cm as per direction of the officer-in-charge. 89 Providing and stacking of Nyctanthes arbor-tristis(Hasingar) of ht. 90-105 cm in Earthen pots of size 20cm as per direction of the officer-in-charge. 90 Providing and stacking of Tecoma stans of height 45-60 cm. branched in earthen pots of size 20 cm as perdirection of the officer-in-charge. 91 Anti termite treatment by digging pits 30 cm deep and 4 cm dia, 6 to 7 holes around the tree using chemical emulsion at the rate of 1.5 liter per hole in two time or more application to get the trees free from termite infection chemicals used Chlorpyriphos 20% EC in the ratio of 1% concentration and as per direction of officerin-charge. 92 Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) : Holes 60 cm dia, and 60 cm deep 93 Supplying and fixing 10 Gauge weld mesh of size100mm x100 mm for floor/roof slab concrete screedover the micro beams as reinforcement. The weld mesh shall be fixed as per drawing. 94 Steel work welded in built up sections/ framed work,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 95 Supply & fixing of 9 mtr GI Octagonal Pole of approved make (top dia 70mm, Bottom dia 155 mm and base plate 12mm thik) having 3mm thikness with Double arm bracket (1 Mtr length each) on RCC foundationincluding the cost of foundation, foundation bolts, excavation & back filling and Required T&P completee in all respect. 96 Supply & Laying of 16sqmm 2 core aluminium conductorr PVC insulated armoured served sheathed cable 1100volts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand all around protected with burnt bricks on sides and on top. On size or as directed by the Engineerr-incharge complete in all respect. The armouring of the cable shall be properly connectedwith the earth conductor by clamps etc. 97 Supply & fixing of LED street light fitting having die cast aluminium body and diffuser with driver set suitable for 140 to 150w. Confirming to IP 66 and above Protection complete in all respect. CAT- AAA 98 Supply and burying of 600mmx600mmx 6mmG.I.plate vertically for earthing with its top at least 3 meters below ground level complete with 20mm dia G.I. pipe and funnel for watering and one earthing lead of one no. 8 to 10 SWG.G.I. wire will be extra) 30 cm square C.I framewith hinged cover masonary housing alternate layers of charcoal /coke and salt at least 150 mm thick alround etc. as per directions of Engineer –in-charge complete in all respects as per drawing ( This will apply for earthing of poles also) 99 Supply and laying & burying of PN-6 PE-63 grade3 50mm dia 4mm thick high density polyethylene pipe with silicon coating as per IS- 4984 & manufactured by ISO- Certified firm in center channel divider complete in all respect. (HDC Pipe) 100 Supply and Wiring of submains with two nos. of 2.5 sq.mm.FRLSH PVC insulated 1100 V grade single core multistrand copper conductor cable in existing conduit complete with supply of all material labour and T&P required for proper completion of the work as directed at site by Engineer in charge. 101 supply & fixing of 6 Amp to 32 Amp. SPMCB (10 KA) C Curve 102 Supply & fixing of Redium strip on pole at mid height. Patti size 2" with colour Red, white & Yellow. 103 Supply and fixing following 40Amp TPN capacity of automatic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of time switch TSO 100 series with contactors, HRC fuses, isolating switch metering instrument & instrument box 104 Supply and fixing Dimension sq 206 x 3000 Wattage 50w LED as per attach analysis & photograph direction of Engineer-in-charge ete all Complete. 105 Supply and fixing Circular Lighting Pole 0114 Series Ht 3000 (SHORT BLASSTING PROCESS AND POWDER COATED) as per attach analysis & photograph direction of Engineer-in-charge ete all Complete. 106 Supply and fixing Dimension496 x 491 x 102, Wattage 60w LED as per attach analysis & photograph direction of Engineer-in-charge ete all Complete. 107 Supply and fixing Macy polar Bollard Dimension 80 x 550 x 700 Wattage 3W LED as per attachanalysis & photograph direction of Engineer-in-charge ete all Complete. 108 Supply & Laying of 10 sq. mm 2 core aluminium conductorr PVC insulated armoured served sheathed cable 1100volts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand all around protected with burnt bricks on sides and on top. On size or as directed by the Engineerr-incharge complete in all respect. The armouring of the cable shall be properly connectedwith the earth conductor by clamps etc. 109 Supply and fixing following 40Amp SPN capacity of automatic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of time switch TSO 100 series with contactors, HRC fuses, isolating switch metering instrument & instrument box 110 Retro-reflectorised Traffic sign 90cm equilateral tringle with diffination plate size(20cmx60cm) 111 Retro-reflectorised Traffic sign 60cm equilateral tringle with diffination plate size(20cmx60cm) 112 Retro-reflectorised Traffic sign 60cm equilateral Circular with diffination plate size(20cmx60cm) 113 Retro-reflectorised Traffic sign 80cm x60cm rectangular with diffination plate size (20cmx60cm) 114 Direction and place Identification signs up to 0.90 sqm size Board Providing and erecting direction and place identification retro-reflectorised sign 8.5) as per IRC-67 made of high intensity grade sheeting The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection. daytime colour and luminance, shrinkage. flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Govemment Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D4956-09) on artificial ccelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer 1 Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012. Legends, letters, numerals and borders etcshould be as per MORTH specification No-801.3.7Sheet fixed over aluminium sheeting 2 mm thick witharea not exceeding 0.9 sqm.Supported on a mild steelsingle angle iron post 75x75x6 mm firmly fixed to theground by means of property designed foundation withM-15 grade cement concrete 45x45x60 cm.,belowground level as per approved drawing, complete. 115 Flexible Median Marker As Per IRC 79:2019 . Flexible Median Marker (FMM) should be used for improving median visibility during dark hours. Use of Median Marker provides safety against collision happening with medians during night time, or severe weather. Flexible Median Markers shall be provided with fluorescenyellow colour retro-reflective sheeting Type XI as per IRC:67. Flexible Median Marker shall be of tough, high impact resistant. injection-molded, thermoplastic body with property of flexibility to provide high durability "and U shape structure having rebound/bounce back property. the sheeting shall be of Type XI conforming to IRC:67 and it should be on both the faces whereby providing maximum reflectivity at langer distances with adequate durability. The logo of the manufacturer shabe embossed on either side of the body during the injection molding process. FMM shall be fixed by a combination of epoxy adhesive and grouting/ drilling on concrete medians or properly constructed solid medians. Height: The marker height shall be a minimum of 180 mm. width120 mm & Body Thickness: 6.5 mm. the shanks shall not be less than 20 mm and depth shall not be less than 30 mm Reflective AreaShall not be less than 90 cm square Proof of the same Report shall be uploaded which quoting tender. The body of FMM shall bounce back to its original position of after 750 number of hits using a pendulum of 1.8 kg conforming 40 ASTM D256 adhesion between the body and outer casing body of FMM shall withstand 50 kg of Tensile loads conforming to ASTM D638 method. The rate shall include all materials, labour. T&P transportation, installation and incidentals all complete as per direction of the Engineer- 116 Linear Delineator System (LDS) Supply & fixing ofLinear Delineator System (LDS) panels made of Micro Prismatic Retro Reflective sheeting type XI duly laminated on thin aluminium foil to a unique corrugated shape to provide Retro Reflection across a wide range of observations and externalangles. Each LDS panel should be of nominal length of 33 inch and each ridge shall be approximately 0.34 inch high. Each LDS panel is to be firmly fixed on existing concrete/brickwork with 16 Nos fastener/ screw. 117 Direction and place Identification signs with size more than 0.90 sqm size Board Providing and erecting direction and place identification retro-reflectorised sign as per IRC-67 made of high Intensity grade sheeting The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/ Government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from International condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer/ Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012. Legends, letters, numerals and borders etc should be as per MoRTH specification No-801.3.7 Sheet fixed over aluminium sheeting 2 mm thick with area exceeding 0.9 sqm. Supported on a mild steel single angle Iron post 75x75x6 mm firmly fixed to the ground by means of property designed foundation with M-15 grade cement concrete 45x45x60 cm..below ground level as per approved drawing, complete 118 Tree Plate Supply & Fixing of Retro reflective Tree Plate having size 15cm x15cm, consisting Type XI Retro reflective Sheeting fixed Over 1.50 mm thick aluminium sheet including labour, Material T&P etc for proper completion of the work. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineerin-Charge. 119 Supplying and Fixing of cast iron antique style bench having weight of sides not less than 72 kg (36 kg each) fitted with fibre rectangle strip (should not be less than 50 mm X 25 mm and 1.6mm thick. Length of Bench should not be less than 6 ft (end to end of castiron support). 120 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work including coat of all materials, labour T&P etc. required for proper completion of work. Wood and steel 121 Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coatswherever required to achieve even shade and colour. 13.83.2 Two coats 122 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture 123 33 kV Line UndergroundingCABLE 33 KV 3C 630 SQMM ALU. XLPE - E 124 33 kV Line UndergroundingH.S.O/D type cable termination for 630 mm2, 3-core, 19/33 KV € 125 33 kV Line UndergroundingStraight Through Joint for 630 mm2,3-core 33 KV Cable 126 33 kV Line UndergroundingSundry Items 127 11 kV Line UndergroundingCable 11 kV (E) XLPE 240 Sqmm/3Core aluminium conductor 128 11 kV Line UndergroundingOutdoor type cable termination for 11KV (E) 240 mm2 3-Core Cable 129 11 kV Line UndergroundingIndoor type cable termination for 11KV (E) 240 mm2 3-Core Cable 130 11 kV Line Undergrounding120 Sq.mm. x 1 Core 11 KV (E) Aluminium Un-armoured Cable; COLOUR: BLACK 131 11 kV Line UndergroundingHot Dip Galvanized Cable support clamps for 120 Sq mm to 150 Sq mm 3 Core 1 132 11 kV Line UndergroundingRigid PVC Pipes: Size 160 mm OD x thickness 6.1 mm x 2.5 mtr long 133 11 kV Line UndergroundingExtruded Aluminium lug for ACSR Dog Conductor as per Drg No. TPL-0.1-DOG-GA 134 11 kV Line Undergrounding140 mm OD PN-4 PE-80 Grade UV stabilized HDPE Pipe as per IS:4984 in 6 mtr 135 11 kV Line UndergroundingStraight through joint 136 11 kV Line Undergrounding11 KV Ring Main Unit (CCV Type) 137 11 kV Line Undergrounding11 KV Ring Main Unit (CCCC Type) 138 11 kV Line UndergroundingCable 11 kV (E) XLPE 240 Sqmm/3Core aluminium conductor 139 Transformer ShiftingDouble Pole Strcutue with two 11 mtr Girder Pole 140 Transformer ShiftingPipe Earthing 141 Transformer ShiftingPlate Earthing 142 Transformer ShiftingFuse section Pillar 5 Nos. of O/G Circuits with LT Switch 800 Amp 143 Transformer ShiftingCable 1100 V XLPE 400 Sqmm Single Core 144 Transformer ShiftingLT Termination 400/1C for T/F LT side 145 Transformer ShiftingCable 11 kV (E) XLPE 240 Sqmm/3Core aluminium conductor 146 Transformer ShiftingOutdoor type cable termination for 11KV (E) 240 mm2 3-Core Cable 147 Transformer ShiftingIndoor type cable termination for 11KV (E) 240 mm2 3-Core Cable 148 Transformer ShiftingCable 11 kV (E) XLPE 70 Sqmm/3Core aluminium conductor 149 Transformer ShiftingO/D termination 11 KV 70 sqmm 3 core 150 Transformer ShiftingIndoor type cable termination for 11KV (E) 70 mm2 3-Core Cable 151 Transformer Shifting120 Sq.mm. x 1 Core 11 KV (E) Aluminium Un-armoured Cable; COLOUR: BLACK 152 Transformer ShiftingMini Section Pillar with Fuse Base (400 Amp) 153 Transformer Shifting1100 V 240 sqmm 3.5 core cable 154 Transformer ShiftingLT Termination 240/3.5C for T/F LT side 155 Transformer ShiftingSundry Items 156 LT Line Undergrounding3.5C x 240 mm2,1.1KV XLPE Aluminum Cable 157 LT Line Undergrounding2C x 10 mm2, 1.1 KV PVC Aluminum Cable 158 LT Line Undergrounding4C x 25 mm2, 1.1 KV PVC Aluminum Cable 159 LT Line Undergrounding140 MM OD PN-4 PE-80 GRADE HDPE PIPE 160 LT Line UndergroundingMSP GENERAL OD TYPE 400A, 433 V 161 LT Line Undergrounding400 A, 415V OUTDOOR MSP WITH FUSE BASE 162 LT Line UndergroundingHALF ROUND DWC PIPES : 120 MM X 1MTR 163 LT Line UndergroundingEARTHING PIPE ELECTRODE OF SIZE 1.5" DIA 164 LT Line UndergroundingMSP MUFFING BLOCK OF SIZE 580 MMX 480 MM 165 LT Line UndergroundingHS LV TUBE FOR 1CX400 SQMM FOR 1.1 KV 166 LT Line UndergroundingEARTH STRIP OF 37MM X 3MM X 3000MM LONG 167 LT Line UndergroundingCEMENT PACKED IN 50 KGS BAG OPC GRADE 168 LT Line UndergroundingSOCKET 240 SQMM AL CRIMPING TYPE 169 LT Line UndergroundingFUSE DIN II 315A 170 LT Line UndergroundingPADLOCK -40MM FOR SS/FSP/MSP/HT SWGR 171 LT Line UndergroundingSOCKET 25 SQMM AL CRIMPING TYPE 172 LT Line UndergroundingPVC SELF ADHESIVE TAPE WITHOUT LOGO 173 LT Line Undergrounding38 MM WIDE PVC NON-ADHESIVE TAPE ROLLS. 174 LT Line UndergroundingWRITE AND PROTECT TAG 80MM X 25 MM 175 LT Line UndergroundingALUMINIUM SOCKET FOR 10 SQ.MM ALUM.COND 176 LT Line UndergroundingGI Hex Bolt &Nut Full Thread 3/8"x1 1/2" 177 LT Line UndergroundingCABLE TIE CV-150KSS 178 LT Line UndergroundingCORROSION INHABITING COMPOUND,TUBE 179 LT Line UndergroundingSOCKET 70 SQMM AL 180 LT Line UndergroundingGI WASHER SIZE 16 MM ID X 31 MM OD X 2 M 181 LT Line UndergroundingSPRING WASHER M16 182 LT Line UndergroundingSPRING WASHER M10 183 LT Line UndergroundingPipe HDPE 50MM pain end black colour 184 LT Line UndergroundingPOLE TOP BOX WITH INSULATED BUSBAR 250A 185 LT Line UndergroundingSOCKET 120SQMM AL CRIMPING TYPE 186 OFC Cables UndergroundingLaying charges of OFC cable including material 187 OFC Cables UndergroundingSplicing charges of Joint Closer 188 Dismantling Charge11KV Pole Dismantling 189 Dismantling Charge11 KV Conductor Dismantling 190 Dismantling ChargeTransformer dismantelling 191 Dismantling ChargeFSP Dismantling 192 Dismantling ChargeFencing Dismantling 193 Dismantling Charge33 kV Pole Dismantling 194 Dismantling Charge33 KV Conductor Dismantling 195 Plinth &FencingPlinth of Transformer 196 Plinth &FencingM S Strip Fencing 197 Plinth &FencingCable Trench 198 Plinth &FencingInterlocking Tiles 199 LT Dismantling ChargeMSP Dismentle 200 LT Dismantling ChargeCable Dismentle 201 LT TerminationLT-Termination of main cable 202 LT TerminationLT-Termination of service cable 203 Scrap Materials11KV Pole Dismantling 204 Scrap Materials11 KV Conductor Dismantling 205 Scrap Materials33 kV Pole Dismantling 206 Scrap Materials33 KV Conductor Dismantling 207 Excavation of ordinary soil lift upto 1.5 mtr and lead upto 30 mtr and including filling watering and ramming of excavated earth into the trench and removal and disposal of surplus earth as directed by EIC uptodistance of 30 mtr from the trench 208 Excavation of ordinary soil lift upto 3 mtr and lead upto 30 mtr and including filling watering and ramming of excavated earth into the trench and removal and disposal of surplus earth as directed by EIC uptodistance of 30 mtr from the trench 209 75mm Thick 40mm Stone Ballast Bedding . 1.5-3.0m Depth 210 Cost of MS pipe 250mm dia of 10mm thick plate weight of 600 mtr pipe @60.0 kg/m. 211 Carting, Laying & Jointing of 250mm DiaMS pipe including all required material, labour, T&P etc. complete. 1.5-3.0 212 Excavation of ordinary soil lift upto 1.5 mtr and lead upto 30 mtr and including filling watering and ramming of excavated earth into the trench and removal and disposal of surplus earth as directed by EIC uptodistance of 30 mtr from the trench 213 Excavation of ordinary soil lift upto 3.0 mtr and lead upto 30 mtr and including filling watering and ramming of excavated earth into the trench and removal and disposal of surplus earth as directed by EIC uptodistance of 30 mtr from the trench 214 Excavation of ordinary soil lift upto 4.5 mtr and lead upto 30 mtr and including filling watering and ramming of excavated earth into the trench and removal and disposal of surplus earth as directed by EIC uptodistance of 30 mtr from the trench 215 Close Timbering/ Shuttering work for laying of sewer line including all required material, labour, T&P etc.complete. (3.0-6.0m depth) 216 Bedding by providing and laying of 40mm gauge Stone Ballast.0.0-1.5 217 Bedding by providing and laying of 40mm gauge Stone Ballast.3.0-4.5 218 CC Bedding 1:4:83.0-4.5 219 Supply of 200mm dia RCC NP3 Sewer pipe line 220 Carting, Laying & Jointing of 200mm Dia RCC NP3 concrete pipe including all required material, labour,T&P etc. complete. (depth upto 6.0mtr) 221 Supply of 700mm dia RCC NP3 Sewer pipe line 222 Carting, Laying & Jointing of 700mm Dia RCC NP3concrete pipe including all required material, labour, T&P etc. complete. (depth upto-6.0mtr) 223 Construction of 900mm dia manhole as per the designwith all required material, labour, T&P etc. complete. (upto 1.65mtr) 224 Construction of 1500mm dia manhole as per the designwith all required material, labour, T&P etc. complete. (upto 4.95mtr) 225 Excavation of ordinary soil lift upto 1.5 mtr and rad upto 30 intr and including filling watering and ramming of ex ated earth into the trench and removal and disposal of surplus earth as directed by EIC upto distance of 30 mtr from the trench. 226 Excavation of ordinary soil lift upto 3 mtr and lead upto 30 mtr and including filling watering and ramming of excavated earth into the trench and removal and disposal of surplus carth as directed by EIC upto distance of 30 intr from the trench. 227 175mm thick 40mm Stone Ballast Bedding. 1.5-3.0m depth 228 CC bedding by providing and laying of cement concerete in 1:4:8(1-cement, 4-coarse sand, 8-graded stone aggregate of suitable size) and curing complete, including cost of form work in trench.Cost of MS pipe 600 mm dia of 10 min thick plate weight of 600 mtr pipe @145.75 kg/m. 229 Carting, Laying & Jointing of 600mm Dia MS pipe including all required material, labour, T&P etc. complete1.5-3.0 230 U. P. Jal Nigam ( Urban ) Water Supply LinesMain Distribution line for House Hold 231 U. P. Jal Nigam ( Urban ) Water Supply LinesSubash Park OHT Feeder Main 232 U. P. Jal Nigam ( Urban ) Water Supply LinesFeeder Main to Shahganj - I CWR 233 Jalkal Vibhag Water Supply Lines150mm diameter DI Line 234 Jalkal Vibhag Water Supply Lines200mm diameter DI Line 235 Jalkal Vibhag Water Supply Lines250mm diameter DI Line ( MS replaced with DI ) 236 Jalkal Vibhag Water Supply Lines300mm diameter DI Line 237 Jalkal Vibhag Water Supply Lines900mm diameter DI Line ( MS replaced with DI ) 238 1.5 to 3 m depthMain Distribution line for House HoldFeeder Main to Shahganj - I CWR 239 Jalkal Vibhag Water Supply Lines900mm diameter DI Line ( MS replaced with DI ) 240 U. P. Jal Nigam ( Urban ) Water Supply LinesSupply of ISI mark DI K - 9 S & S pipes ( push on joints ) Main Distribution line for House Hold 241 U. P. Jal Nigam ( Urban ) Water Supply LinesSupply of ISI mark DI K - 9 S & S pipes ( push on joints ) Subash Park OHT Feeder Main 242 Feeder Main to Shahganj - I CWR 243 Jalkal Vibhag Water Supply Lines150mm diameter DI Line 244 Jalkal Vibhag Water Supply Lines200mm diameter DI Line 245 Jalkal Vibhag Water Supply Lines250mm diameter DI Line ( MS replaced with DI ) 246 Jalkal Vibhag Water Supply Lines300mm diameter DI Line 247 Jalkal Vibhag Water Supply Lines900mm diameter DI Line ( MS replaced with DI ) 248 Supply of specials for DI Pipe @ 10 % of total cost of DI pipe 249 U. P. Jal Nigam ( Urban ) Water Supply LinesLowering , laying and jointing with SBR ruber gaskets D.I. K - 7 / D.I. K- 9 of various classes with DI / MS specials of following diameter Main Distribution line for House Hold 250 U. P. Jal Nigam ( Urban ) Water Supply LinesLowering , laying and jointing with SBR ruber gaskets D.I. K - 7 / D.I. K- 9 of various classes with DI / MS specials of following diameter Subash Park OHT Feeder Main 251 U. P. Jal Nigam ( Urban ) Water Supply LinesLowering , laying and jointing with SBR ruber gaskets D.I. K - 7 / D.I. K- 9 of various classes with DI / MS specials of following diameter Feeder Main to Shahganj - I CWR 252 Jalkal Vibhag Water Supply Lines150mm diameter DI Line 253 Jalkal Vibhag Water Supply Lines200mm diameter DI Line 254 Jalkal Vibhag Water Supply Lines250mm diameter DI Line ( MS replaced with DI ) 255 Jalkal Vibhag Water Supply Lines300mm diameter DI Line 256 Jalkal Vibhag Water Supply Lines900mm diameter DI Line ( MS replaced with DI ) 257 Supply of following type of valves as per specifications F.O.R. desination rates per meter Air valves as per IS 14845 : 2000U. P. Jal Nigam ( Urban ) Water Supply LinesMain Distribution line for House Hold 258 Supply of following type of valves as per specifications F.O.R. desination rates per meter Air valves as per IS 14845 : 2000U. P. Jal Nigam ( Urban ) Water Supply LinesSubash Park OHT Feeder Main 259 Supply of following type of valves as per specifications F.O.R. desination rates per meter Air valves as per IS 14845 : 2000U. P. Jal Nigam ( Urban ) Water Supply LinesFeeder Main to Shahganj - I CWR 260 Jalkal Vibhag Water Supply Lines150mm diameter DI Line 261 Jalkal Vibhag Water Supply Lines200mm diameter DI Line 262 Jalkal Vibhag Water Supply Lines250mm diameter DI Line ( MS replaced with DI ) 263 Jalkal Vibhag Water Supply Lines300mm diameter DI Line 264 Jalkal Vibhag Water Supply Lines900mm diameter DI Line ( MS replaced with DI ) 265 Carting , lowering , laying , aligning , fixing in position and installationof following Kinetic Double Air ValvesMain Distribution line for House Hold 266 Carting , lowering , laying , aligning , fixing in position and installationof following Kinetic Double Air ValvesSubash Park OHT Feeder Main 267 Carting , lowering , laying , aligning , fixing in position and installationof following Kinetic Double Air ValvesFeeder Main to Shahganj - I CWR 268 Jalkal Vibhag Water Supply Lines150mm diameter DI Line 269 Jalkal Vibhag Water Supply Lines200mm diameter DI Line 270 Jalkal Vibhag Water Supply Lines250mm diameter DI Line ( MS replaced with DI ) 271 Jalkal Vibhag Water Supply Lines300mm diameter DI Line 272 Jalkal Vibhag Water Supply Lines900mm diameter DI Line ( MS replaced with DI ) 273 Construction of thurst block in RCC 1 : 2 : 4 at bends & Tee in allfeeder main including supply of all labour , material , T & P etc.complete as per the details given below : -Total no . of bends & Tee - 35Qty . of concrete - 35 x 1 cum = 35 cum . ( considering 1 cum concreteat each bend ) 274 Providing nominal reinforcement @ 0.15 % of item no . 13 includingcutting bending , hooking the bars , binding with wires or tackwelding and supporting as required etc. complete ( including cost ofbinding wire and MS Bar ) 275 Supply of all materials , labour , T & P etc. required for construction of following masonry type chambers as per type design.Air valve ChambersU. P. Jal Nigam ( Urban ) Water Supply LinesMain Distribution line for House Hold 276 Supply of all materials , labour , T & P etc. required for construction of following masonry type chambers as per type design.Air valve ChambersU. P. Jal Nigam ( Urban ) Water Supply LinesSubash Park OHT Feeder Main 277 Supply of all materials , labour , T & P etc. required for construction of following masonry type chambers as per type design.Air valve ChambersU. P. Jal Nigam ( Urban ) Water Supply LinesFeeder Main to Shahganj - I CWR 278 Jalkal Vibhag Water Supply Lines150mm diameter DI Line 279 Jalkal Vibhag Water Supply Lines200mm diameter DI Line 280 Jalkal Vibhag Water Supply Lines250mm diameter DI Line ( MS replaced with DI ) 281 Jalkal Vibhag Water Supply Lines300mm diameter DI Line 282 Jalkal Vibhag Water Supply Lines900mm diameter DI Line ( MS replaced with DI ) 283 Disposal of surplus earth / unserviceable material , by mechanicaltransport including loading , transporting , unloading to approvedmunicipal dumping ground for lead upto 10 km for all lifts ,complete as per directions of Engineer - in - charge .U. P. Jal Nigam ( Urban ) Water Supply LinesMain Distribution line for House Hold 284 Disposal of surplus earth / unserviceable material , by mechanicaltransport including loading , transporting , unloading to approvedmunicipal dumping ground for lead upto 10 km for all lifts ,complete as per directions of Engineer - in - charge .U. P. Jal Nigam ( Urban ) Water Supply LinesSubash Park OHT Feeder Main 285 Disposal of surplus earth / unserviceable material , by mechanicaltransport including loading , transporting , unloading to approvedmunicipal dumping ground for lead upto 10 km for all lifts ,complete as per directions of Engineer - in - charge .U. P. Jal Nigam ( Urban ) Water Supply LinesFeeder Main to Shahganj - I CWR 286 Jalkal Vibhag Water Supply Lines150mm diameter DI Line 287 Jalkal Vibhag Water Supply Lines200mm diameter DI Line 288 Jalkal Vibhag Water Supply Lines250mm diameter DI Line ( MS replaced with DI ) 289 Jalkal Vibhag Water Supply Lines300mm diameter DI Line 290 Jalkal Vibhag Water Supply Lines900mm diameter DI Line ( MS replaced with DI ) 291 Repairing of sewer house connection which is coming in alignment of pipe line and damaged during the laying of pipe line including supply of all materials , labour , T & P etc. required for proper 292 Repairing of sewer man hole / house connecting chamber which is coming in alignment of pipe line and damaged during the laying ofpipe line including supply of all materials , labour , T & P etc. required for proper completion of the work . 293 Repairing / Shifting of existing water supply house connection dueto falling in alignment of pipe line including supply of all materials ,labour , T & P etc. required for proper completion of the work . 294 Providing new water supply house connection to the consumersfrom new distribution pipe line of following diameters includingmaking ferrule connection , cost of ferrule , 15 mm dia HDPE and GIpipe , saddle piece , ball valve , specials , excavation , refilling of pitetc. complete . It also includes supply of all materials , labour , T & P etc. required for proper completion of the work . As per attacheddrawing .For 200 mm dia 295 Sub Total (A) 296 Add / Deduction For Estimate Figure Amount Match 297 Grand Total
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