Tender For Basai Mandi To Indrapuram Crossing Road Indrapuram Crossing To Amar Hotel 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 T, agra-Uttar Pradesh

Tender For Basai Mandi To Indrapuram Crossing Road Indrapuram Crossing To Amar Hotel 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 Suppy & Fixing of pavment Makers (Cat Eye) Type XASTMD-4956-04 Avery Dennison/3-M (USA Make) consisting of ASA plastic housing fitted with tightly aderent plotting compound. The housing shall contain prismatic two glass coverd prismatic reflective face to reflect light I/C all tax 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 Providing & laying of G.S.B. with graded material including spreading, dressing watering and ramming etc. All complete. (Non Scheduled) 14 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) 15 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. 16 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. 17 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. 18 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. 19 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : 20 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). 21 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. 22 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 23 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) 24 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.) 25 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. 26 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 of30m.from the foundation trenches. 27 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. 28 Providing of bandha for diversion of nala etc. all complete. 29 Providing and fixing of barricading of 100mm average ballies with in a distance of 1.50 meter for 3 rows of 3Q. 3 Nosof cross ballies, two supporting ballies of 3 meter ballies and 2 Nos 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). 30 Providing of 32 HP diesel pump for dewatering of pond with pump, driver etc. all complete. (for 8 hours) 31 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) 32 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) 33 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete workSide Walls 34 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete workBottom Slab 35 Centering and shuttering including strutting, propping,etc. and removal of form for Lintels, beams, plinth beams, girders, bressummers and cantileversSide Walls Inner 36 Centering and shuttering including strutting, propping,etc. and removal of form for Lintels, beams, plinth beams, girders, bressummers and cantileversBottom Slab 37 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 moreConsider a Quantity at 80 kg/ Cum of M25 concrete 38 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 39 Supply and installation on site- recessed double seal of with a clear opening of 750*750mm DI manhole and frame (material-ductile iron grade 500/7) of classD400 having minimum load capacity 400kn load as perEN124- 2 top cover should have 2nos ofkeyhole .as per design approved by engineer in charge design approved by engineer in charge 40 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) 41 Supply and installation on site - Gully Grates: A1216 300X700 MM DI TRENCH GRATE(For Storm Water - On Road Grating) (40 MT) 42 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)600 mm dia RCC pipes 43 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 44 Providing & Fixing PVC pipe conforming to IS make working pressure 6kg/sqcm including testing labour T&P and all complete fittings 110 mm diameter 45 Providing and fixing 100 mm sand cast lron grating for gully trap. 46 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. 47 Clearing grass and removal of rubbish upto a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. 48 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 49 Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. 50 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) 51 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. 52 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 53 1:4:8 (1 Cement : 4 coarse sand (zone-lll) derived fromnatural sources : 8 graded stone aggregate 40 mm nominalsize derived from natural sources) 54 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 Steel Reinforcement for R.C.C work including straightening, cutting, bending, pacing in position and bindingallcomplete 55 thermo mechanically treated bars of grade Fe-500 D or more 56 Centering and shuttering including strutting, propping,etc. and removal of form for Lintels, beams, plinth beams, girders, bressummers and cantileversInner Wall 57 Centering and shuttering including strutting, propping,etc. and removal of form for Lintels, beams, plinth beams, girders, bressummers and cantileversOuter wall 58 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. 59 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : 60 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 61 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. 62 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. 63 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 64 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 65 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 66 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 : 67 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. 68 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) 69 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 ducts 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 manufacturers products must be CIPET tested to ensure adherence to quality and performance standards, and installation as per specification and direction of engineer in charge.90mm to 110mm dia (OD) HDPE pipe 70 Power Duct315mm OD, PN6, PE80, SDR 17, as per IS:4984.Including coupler Including transport chargesMake - DARSHAN(For HT Line & LT 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 (Chapter No.4 Si.No.6 ) 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 bindingallcompleteThermo 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/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water)Trees Plant 81 Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per 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. (SI No. 646 PWD Schedule 2018) 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. (SI No. 501(C) PWD Schedule 2018) 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 (S.I No. 1425 PWD Schedule 2018) 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)(S.I.No-702 PWD Schedule – 2018) 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 (as per ADA rate). (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. (S.I. No. 289 PWD Schedule 2018) 101 supply & fixing of 6 Amp to 32 Amp. SPMCB (10 KA) C Curve(S.I No. 1002CAT B) PWD Schedule 2018) 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(S.I No. 807 F2) PWD Schedule 2018) 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. (SI No. 501(C) PWD Schedule 2018) 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(S.I No. 807 C 2) PWD Schedule 2018) 110 Retro-reflectorised Traffic sign as per IRC-87-201290cm equilateral tringle with diffination plate size(20cmx60cm) 111 Retro-reflectorised Traffic sign as per IRC-87-201260cm equilateral tringle with diffination plate size(20cmx60cm) 112 Retro-reflectorised Traffic sign as per IRC-87-201260cm equilateral Circular with diffination plate size(20cmx60cm) 113 Retro-reflectorised Traffic sign as per IRC-87-201280cm 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 etc should be as per MORTH specification No-801.3.7Sheet fixed over aluminium sheeting 2 mm thick with area not 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. 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 of Linear 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 33KV cable underground worksCABLE 33 KV 3C 630 SQMM ALU. XLPE - E 124 33KV cable underground worksH.S.O/D type cable termination for 630 mm2, 3-core, 19/33 KV (E) 125 33KV cable underground worksStraight Through Joint for 630 mm2,3-core 33 KV Cable 126 33KV cable underground worksSundry Items 127 11KV cable underground worksCable 11 kV (E) XLPE 240 Sqmm/3Core aluminium conductor 128 11KV cable underground worksOutdoor type cable termination for 11KV (E) 240 mm2 3-Core Cable 129 11KV cable underground worksIndoor type cable termination for 11KV (E) 240 mm2 3-Core Cable 130 11KV cable underground works120 Sq.mm. x 1 Core 11 KV (E) Aluminium Un-armoured Cable; COLOUR: BLACK 131 11KV cable underground worksHot Dip Galvanized Cable support clamps for 120 Sq mm to 150 Sq mm 3 Core 1 132 11KV cable underground worksRigid PVC Pipes: Size 160 mm OD x thickness 6.1 mm x 2.5 mtr long 133 11KV cable underground worksExtruded Aluminium lug for ACSR Dog Conductor as per Drg No. TPL-0.1-DOG-GA 134 11KV cable underground works140 mm OD PN-4 PE-80 Grade UV stabilized HDPE Pipe as per IS:4984 in 6 mtr 135 Straight through joint 136 11 KV Ring Main Unit (CCV Type) 137 11 KV Ring Main Unit (CCCV Type) 138 Cable 11 kV (E) XLPE 240 Sqmm/3Core aluminium conductor 139 Double Pole Strcutue with two 11 mtr Girder Pole 140 Pipe Earthing 141 Plate Earthing 142 Fuse section Pillar 5 Nos. of O/G Circuits with LT Switch 800 Amp 143 Cable 1100 V XLPE 400 Sqmm Single Core 144 LT Termination 400/1C for T/F LT side 145 Cable 11 kV (E) XLPE 240 Sqmm/3Core aluminium conductor 146 Outdoor type cable termination for 11KV (E) 240 mm2 3-Core Cable 147 Indoor type cable termination for 11KV (E) 240 mm2 3-Core Cable 148 Cable 11 kV (E) XLPE 70 Sqmm/3Core aluminium conductor 149 O/D termination 11 KV 70 sqmm 3 core 150 Indoor type cable termination for 11KV (E) 70 mm2 3-Core Cable 151 120 Sq.mm. x 1 Core 11 KV (E) Aluminium Un-armoured Cable; COLOUR: BLACK 152 Mini Section Pillar with Fuse Base (400 Amp) 153 1100 V 240 sqmm 3.5 core cable 154 LT Termination 240/3.5C for T/F LT side 155 Sundry Items 156 MSP COMPACT WITH NUT LESS BUSBAR 157 3.5C x 240 mm2,1.1KV XLPE Aluminium Cable 158 4C x 25 mm2, 1.1 KV PVC Aluminium Cable 159 2C x 10 mm2, 1.1 KV PVC Aluminium Cable 160 SOCKET 240 SQMM AL CRIMPING TYPE 161 SOCKET 120SQMM AL CRIMPING TYPE 162 SOCKET 25 SQMM AL CRIMPING TYPE 163 SOCKET CRIMPING TYPE 10 SQMM ALUMINIUM 164 HALF ROUND DWC PIPES : 120 MM X 1MTR 165 PRE-WARNING TAPE FOR LT 166 WRITE AND PROTECT TAG 80MM X 25 MM 167 140 MM OD PN-6 PE-80 GRADE UV HDPE PIPE 168 Pipe HDPE 50MM pain end black colour 169 Laying charges of OFC cable including material 170 Splicing charges of Joint Closer 171 11KV Pole Dismantling 172 11 KV Conductor Dismantling 173 Transformer dismantelling 174 FSP Dismantling 175 Fencing Dismantling 176 33 kV Pole Dismantling 177 33 KV Conductor Dismantling 178 Plinth of Transformer 179 M S Strip Fencing 180 Cable Trench 181 Interlocking Tiles 182 MSP Dismantle 183 11KV Pole Dismantling 184 11 KV Conductor Dismantling 185 33 kV Pole Dismantling 186 33 KV Conductor Dismantling 187 Centage & Erection 188 Barricading work for laying of sewer line including allrequired material, labour, T&P etc. complete. 189 Dismantlingof BT road for laying of sewer line including stacking of dismantled materials as directed by Engineer Incharge within a distance of 100 mtr.(Analysis attached) 190 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 191 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 192 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 193 Open Timbering/ Shuttering work for laying of sewerline including all required material, labour, T&P etc. complete. (0.0-3.0m depth) 194 Close Timbering/ Shuttering work for laying of sewer line including all required material, labour, T&P etc.complete. (3.0-6.0m depth) 195 Bedding by providing and laying of 40mm gauge Stone Ballast.0.0-1.5 196 Bedding by providing and laying of 40mm gauge Stone Ballast.3.0-4.5 197 CC Bedding 1:4:8 - 3.0-4.5 198 Supply of 300mm dia RCC NP3 Sewer pipe line 199 Carting, Laying & Jointing of 300mm Dia RCC NP3 concrete pipe including all required material, labour,T&P etc. complete. (depth upto 6.0mtr) 200 Supply of 450mm dia RCC NP3 Sewer pipe line 201 Carting, Laying & Jointing of 450mm Dia RCC NP3concrete pipe including all required material, labour, T&P etc. complete. (depth upto-4.5mtr) 202 Disposal of surplus earth within a distance of 8.0km from site as per the instruction of EIC including allrequirement of labour, T&P etc. complete. 203 Construction of 900mm dia manhole as per the designwith all required material, labour, T&P etc. complete. (upto 1.65mtr) 204 Construction of 1500mm dia manhole as per the designwith all required material, labour, T&P etc. complete. (upto 4.95mtr) 205 Barricading work for laying of sewer line including allrequired material, labour, T&P etc. complete. 206 Dismantlingof BT road for laying of sewer line including stacking of dismantled materials as directed by Engineer Incharge within a distance of 100 mtr.(Analysis attached) 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 3.0 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 209 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 210 Excavation of ordinary soil lift upto 6.0 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 211 Open Timbering/ Shuttering work for laying of sewer line including all required material, labour, T&P etc.complete. (0.0-3.0m depth) 212 Close Timbering/ Shuttering work for laying of sewer line including all required material, labour, T&P etc.complete. (3.0-6.0m depth) 213 Bedding by providing and laying of 40mm gauge StoneBallast.0.0-1.5 214 Bedding by providing and laying of 40mm gauge StoneBallast.4.5-6.0 215 CC Bedding 1:4:82 216 4.5-6.0 217 Supply of 300mm dia RCC NP3 Sewer pipe line 218 Carting, Laying & Jointing of 300mm Dia RCC NP3 concrete pipe including all required material, labour,T&P etc. complete. (depth upto 6.0mtr) 219 Supply of 700mm dia RCC NP3 Sewer pipe line 220 Carting, Laying & Jointing of 700mm Dia RCC NP3 concrete pipe including all required material, labour,T&P etc. complete. (depth upto 6.0mtr) 221 Disposal of surplus earth within a distance of 8.0kmfrom site as per the instruction of EIC including all requirement of labour, T&P etc. complete. 222 Construction of 900mm dia manhole as per the design with all required material, labour, T&P etc. complete.(upto 1.65mtr) 223 Construction of 1500mm dia manhole as per the design with all required material, labour, T&P etc. complete.(upto 9.0mtr) 224 Excavation for pipe line in ordinary soil ( loam , clay , sand ) with lift up to 1.5 m and lead up to 50 m and including filling back , watering and ramming of excavated earth into the trenches and removal and disposal of surplus earth within 50 meters .0 to 1.5 m depthIndrapuram to Nagla Mewati CWR 225 Excavation for pipe line in ordinary soil ( loam , clay , sand ) with lift up to 1.5 m and lead up to 50 m and including filling back , watering and ramming of excavated earth into the trenches and removal and disposal of surplus earth within 50 meters .0 to 1.5 m depthIndrapuram to Nagla Mewati CWR 226 Excavation for pipe line in ordinary soil ( loam , clay , sand ) with lift up to 1.5 m and lead up to 50 m and including filling back , watering and ramming of excavated earth into the trenches and removal and disposal of surplus earth within 50 meters .Indrapuram to Nagla Mewati CWR 227 Supply of ISI mark DI K - 9 S & S pipes ( push on joints ) of following class and diameters inclusive of jointing material Indrapuram to Nagla Mewati CWR 228 Supply of ISI mark DI K - 9 S & S pipes ( push on joints ) of following class and diameters inclusive of jointing material Indrapuram to Nagla Mewati CWR 229 Supply of ISI mark DI K - 9 S & S pipes ( push on joints ) of following class and diameters inclusive of jointing material Supply of specials for DI Pipe @ 10 % of total cost of DI pipe - 2.1 to 2.5 230 Lowering , 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 in proper position , grade and alignment including conveyance of material to site of work . It also includes cost of jointing materials and rubber rings labour , hydraulic testing etc. complete .Indrapuram to Nagla Mewati CWR 231 Lowering , 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 in proper position , grade and alignment including conveyance of material to site of work . It also includes cost of jointing materials and rubber rings labour , hydraulic testing etc. complete .Indrapuram to Nagla Mewati CWR 232 Supply of following type of valves as per specifications F.O.R.desination rates per meter Air valves as per IS 14845 : 2000Indrapuram to Nagla Mewati CWR 233 Supply of following type of valves as per specifications F.O.R.desination rates per meter Air valves as per IS 14845 : 2000Indrapuram to Nagla Mewati CWR 234 Carting , lowering , laying , aligning , fixing in position and installation of following valves in pipe line including all material , labour , testing and commissioning as per direction of Engineer - in - charge .Indrapuram to Nagla Mewati CWR 235 Carting , lowering , laying , aligning , fixing in position and installation of following valves in pipe line including all material , labour , testing and commissioning as per direction of Engineer - in - charge .Indrapuram to Nagla Mewati CWR 236 Bituminious Road 237 Bitumen roadTYPE AConstruction of bitumen road as per UPPWD specification including supply of all materials , labour , T & P etc. required for proper completion of work as per following thickness : -GSB G - 1 ( One coat ) ( 90-40 mm )= 12.5 cmG - 2 ( one coat ) ( 45-63 mm ) = 7.5 cmG - 3 ( one coat ) ( 22.5 - 53 mm ) = 7.5 cmBM ( One coat )= 7.5 cmSDBC ( One coat ) = 2.5 cm 238 TYPE BConstruction of bitumen road as per UPPWD specification including supply of all materials , labour , T & P etc. required for proper completion of work as per following thickness : -Bitumen Road ( SDBC + Tack coat )SDBC ( One coat )= 2.5 cmTack coat with bituminous emulsion ( MS ) = 0.25 kg / sqm( 30 % consider for over dismantling of existing road ) 239 Construction of thurst block in RCC 1 : 2 : 4 at bends & Tee in all feeder main including supply of all labour , material , T & P etc. complete as per the details given below : - Total no . of bends & Tee - 35= Qty . of concrete 35 x 1 cum 35 cum . ( considering 1 cum concrete at each bend ) 240 Providing nominal reinforcement @ 0.15 % of item no . 13 including cutting bending , hooking the bars , binding with wires or tack welding and supporting as required etc. complete ( including cost of binding wire and MS Bar ) 241 Supply of all materials , labour , T & P etc. required for construction of following masonry type chambers as per type design .Air valve ChambersIndrapuram to Nagla Mewati CWR 242 Supply of all materials , labour , T & P etc. required for construction of following masonry type chambers as per type design .Air valve ChambersIndrapuram to Nagla Mewati CWR 243 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 244 Repairing of sewer man hole / house connecting chamber 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 completion of the work . 245 Repairing / Shifting of existing water supply house connection due to falling in alignment of pipe line including supply of all materials , labour , T & P etc. required for proper completion of the work . 246 Milling of existing Bituminuous pavement to the depth of 25-50 mm 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.. 247 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. 248 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. 249 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 250 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. 251 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. 252 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. 253 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) 254 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) 255 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. 256 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 : 257 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. 258 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) 259 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. 260 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. 261 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. 262 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : 263 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). 264 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. 265 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 266 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) 267 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.) 268 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. 269 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. 270 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. 271 Providing of bandha for diversion of nala etc. all complete. 272 Providing and fixing of barricading of 100mm average ballies with in a distance of 1.50 meter for 3 rows of 3Q. 3 Nosof cross ballies, two supporting ballies of 3 meter ballies and 2 Nos 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). 273 Providing of 32 HP diesel pump for dewatering of pond with pump, driver etc. all complete. (for 8 hours) 274 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) 275 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) 276 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete workStorm Water ChamberSide Walls 277 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete workStorm Water ChamberBottom Slab 278 Centering and shuttering including strutting, propping,etc. and removal of form for Lintels, beams, plinth beams, girders, bressummers and cantileversStorm Water ChamberSide Walls Outer 279 Centering and shuttering including strutting, propping,etc. and removal of form for Lintels, beams, plinth beams, girders, bressummers and cantileversStorm Water ChamberSide Walls Inner 280 Centering and shuttering including strutting, propping,etc. and removal of form for Lintels, beams, plinth beams, girders, bressummers and cantileversStorm Water ChamberBottom Slab 281 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 282 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 283 Supply and installation on site- recessed doubleseal of with a clear opening of 750*750mm DI manhole and frame (material-ductile iron grade 500/7) of classD400 having minimum load capacity 400kn load as perEN124- 2 top covershould have 2Nos ofkeyhole .as per design approved by engineer in charge design approved by engineer in charge 284 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) 285 Supply and installation on site - Gully Grates: A1216 300X700 MM DI TRENCH GRATE(For Storm Water - On Road Grating) (40 MT) 286 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)600 mm dia RCC pipes 287 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 288 Providing & Fixing PVC pipe conforming to IS make working pressure 6kg/sqcm including testing labour T&P and all complete fittings 110 mm diameter 289 Providing and fixing 100 mm sand cast lron grating for gully trap. 290 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. 291 Clearing grass and removal of rubbish upto a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. 292 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 293 Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. 294 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) 295 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. 296 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 297 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) 298 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 299 Steel Reinforcement for R.C.C work including straightening, cutting, bending, pacing in position and bindingallcompletethermo mechanically treated bars of grade Fe-500 D or more 300 Centering and shuttering including strutting, propping,etc. and removal of form for Lintels, beams, plinth beams, girders, bressummers and cantileversInner Wall 301 Centering and shuttering including strutting, propping,etc. and removal of form for Lintels, beams, plinth beams, girders, bressummers and cantileversOuter wall 302 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. 303 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : 304 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 305 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. 306 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. 307 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 308 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 309 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 310 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 : All kind of soil 311 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. 312 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) 313 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 ducts 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 manufacturers products must be CIPET tested to ensure adherence to quality and performance standards, and installation as per specification and direction of engineer in charge. 314 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) 315 Power Duct Supply & LayingItem description :315mm OD, PN6, PE80, SDR 17, as per IS:4984.(For HT Line) 316 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 (Chapter No.4 Si.No.6 ) 317 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 )Concrete of M25 grade with minimum cement content of 300 kg /cum 318 Centering and shuttering including strutting, propping,etc. and removal of form for Lintels, beams, plinth beams, girders, bressummers and cantilevers 319 Steel Reinforcement for R.C.C work including straightening, cutting, bending, pacing in position and bindingallcompleteThermo mechanically treated bars of grade Fe-500 D or more 320 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) 321 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). 322 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 323 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. 324 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) 325 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 326 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 327 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 328 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. 329 Providing and stacking of Gardenia jasminoides of height 45-60 cm. with 34 branches in earthen pots of size 20 cm as per direction of the officer-in-charge. 330 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. 331 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. 332 Providing and stacking of Hibiscus rosasinensis of height 45-60 cm. with 3-4 branches in earthen pots of size 20 cm as per direction of the officer-in-charge. 333 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. 334 Providing and stacking of Nyctanthes arbor-tristis (Hasingar) of ht. 90-105 cm in Earthen pots of size 20 cm as per direction of the officer-in-charge. 335 Providing and stacking of Tecoma stans of height 45-60 cm. branched in earthen pots of size 20 cm as per direction of the officer-in-charge. 336 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. 337 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 338 Supplying and fixing 10 Gauge weld mesh of size 100mm x100 mm for floor/roof slab concrete screed over the micro beams as reinforcement. The weld mesh shall be fixed as per drawing. 339 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 340 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. 341 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. 342 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 343 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) 344 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) 345 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. 346 Supply & fixing of 6 Amp to 32 Amp. SPMCB (10 KA) C Curve 347 Supply & fixing of Redium strip on pole at mid height. Patti size 2 with colour Red, white & Yellow. 348 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 349 Supply and fixing Dimension sq 206 x 3000 Wattage 50w LED as per attach analysis & photograph direction of Engineer-in-charge ete all Complete. 350 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. 351 Supply and fixing Dimension496 x 491 x 102, Wattage 60w LED as per attach analysis & photograph direction of Engineer-in-charge ete all Complete. 352 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. 353 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. 354 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 355 Retro-reflectorised Traffic sign as per IRC-87-201290cm equilateral tringle with diffination plate size(20cmx60cm) 356 Retro-reflectorised Traffic sign as per IRC-87-201260cm equilateral tringle with diffination plate size(20cmx60cm) 357 Retro-reflectorised Traffic sign as per IRC-87-201260cm equilateral Circular with diffination plate size(20cmx60cm) 358 Retro-reflectorised Traffic sign as per IRC-87-201280cm x60cm rectangular with diffination plate size (20cmx60cm) 359 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 etc should be as per MORTH specification No-801.3.7 Sheet fixed over aluminium sheeting 2 mm thick with area not 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. 360 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- 361 Linear Delineator System (LDS) Supply & fixing of Linear 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. 362 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 363 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. 364 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). 365 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 366 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 367 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 368 33 kV underground worksCABLE 33 KV 3C 630 SQMM ALU. XLPE - E 369 33 kV underground worksH.S.O/D type cable termination for 630 mm2, 3-core, 19/33 KV (E) 370 Straight Through Joint for 630 mm2,3-core 33 KV Cable 371 33 kV underground worksSundry Items 372 11 kV underground worksCable 11 kV (E) XLPE 240 Sqmm/3Core aluminium conductor 373 11 kV underground worksOutdoor type cable termination for 11KV (E) 240 mm2 3-Core Cable 374 11 kV underground worksIndoor type cable termination for 11KV (E) 240 mm2 3-Core Cable 375 11 kV underground works120 Sq.mm. x 1 Core 11 KV (E) Aluminium Un-armoured Cable; COLOUR: BLACK 376 11 kV underground worksHot Dip Galvanized Cable support clamps for 120 Sq mm to 150 Sq mm 3 Core 1 377 11 kV underground worksRigid PVC Pipes: Size 160 mm OD x thickness 6.1 mm x 2.5 mtr long 378 11 kV underground worksExtruded Aluminium lug for ACSR Dog Conductor as per Drg No. TPL-0.1-DOG-GA 379 11 kV underground works140 mm OD PN-4 PE-80 Grade UV stabilized HDPE Pipe as per IS:4984 in 6 mtr 380 Straight through joint 381 11 KV Ring Main Unit (CCV Type) 382 11 KV Ring Main Unit (CCCC Type) 383 Cable 11 kV (E) XLPE 240 Sqmm/3Core aluminium conductor 384 Transformer shiftingDouble Pole Strcutue with two 11 mtr Girder Pole 385 Transformer shiftingPipe Earthing 386 Transformer shiftingPlate Earthing 387 Transformer shiftingFuse section Pillar 5 Nos. of O/G Circuits with LT Switch 800 Amp 388 Transformer shiftingCable 1100 V XLPE 400 Sqmm Single Core 389 Transformer shiftingLT Termination 400/1C for T/F LT side 390 Transformer shiftingCable 11 kV (E) XLPE 240 Sqmm/3Core aluminium conductor 391 Outdoor type cable termination for 11KV (E) 240 mm2 3-Core Cable 392 Transformer shiftingIndoor type cable termination for 11KV (E) 240 mm2 3-Core Cable 393 Cable 11 kV (E) XLPE 70 Sqmm/3Core aluminium conductor 394 Transformer shiftingO/D termination 11 KV 70 sqmm 3 core 395 Indoor type cable termination for 11KV (E) 70 mm2 3-Core Cable 396 Transformer shifting120 Sq.mm. x 1 Core 11 KV (E) Aluminium Un-armoured Cable; COLOUR: BLACK 397 Transformer shiftingMini Section Pillar with Fuse Base (400 Amp) 398 Transformer shifting1100 V 240 sqmm 3.5 core cable 399 Transformer shiftingLT Termination 240/3.5C for T/F LT side 400 Transformer shiftingSundry Items 401 LT line underground works3.5C x 240 mm2,1.1KV XLPE Aluminum Cable 402 LT line underground works2C x 10 mm2, 1.1 KV PVC Aluminum Cable 403 LT line underground works4C x 25 mm2, 1.1 KV PVC Aluminum Cable 404 LT line underground works140 MM OD PN-4 PE-80 GRADE HDPE PIPE 405 LT line underground worksMSP GENERAL OD TYPE 400A, 433 V 406 LT line underground works400 A, 415V OUTDOOR MSP WITH FUSE BASE 407 LT line underground worksHALF ROUND DWC PIPES : 120 MM X 1MTR 408 LT line underground worksEARTHING PIPE ELECTRODE OF SIZE 1.5 DIA 409 LT line underground worksMSP MUFFING BLOCK OF SIZE 580 MMX 480 MM 410 LT line underground worksHS LV TUBE FOR 1CX400 SQMM FOR 1.1 KV 411 LT line underground worksEARTH STRIP OF 37MM X 3MM X 3000MM LONG 412 CEMENT PACKED IN 50 KGS BAG OPC GRADE 413 SOCKET 240 SQMM AL CRIMPING TYPE 414 FUSE DIN II 315A 415 PADLOCK -40MM FOR SS/FSP/MSP/HT SWGR 416 SOCKET 25 SQMM AL CRIMPING TYPE 417 PVC SELF ADHESIVE TAPE WITHOUT LOGO 418 38 MM WIDE PVC NON-ADHESIVE TAPE ROLLS. 419 WRITE AND PROTECT TAG 80MM X 25 MM 420 ALUMINIUM SOCKET FOR 10 SQ.MM ALUM.COND 421 GI Hex Bolt &Nut Full Thread 3/8x1 1/2 422 CABLE TIE CV-150KSS 423 CORROSION INHABITING COMPOUND,TUBE 424 SOCKET 70 SQMM AL 425 GI WASHER SIZE 16 MM ID X 31 MM OD X 2 M 426 SPRING WASHER M16 427 SPRING WASHER M10 428 Pipe HDPE 50MM pain end black colour 429 POLE TOP BOX WITH INSULATED BUSBAR 250A 430 SOCKET 120SQMM AL CRIMPING TYPE 431 11KV Pole Dismantling 432 11 KV Conductor Dismantling 433 Transformer dismantelling 434 FSP Dismantling 435 Fencing Dismantling 436 33 KV Conductor Dismantling 437 Plinth of Transformer 438 M S Strip Fencing 439 Cable Trench 440 Interlocking Tiles 441 MSP Dismentle 442 Cable Dismentle 443 11KV Pole Dismantling 444 11 KV Conductor Dismantling 445 33 KV Conductor Dismantling 446 Laying of 700/300mm dia Sewer Line and other appurtenant works at Indrapuram Crossing to Double Petrol Pump, Agra.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 447 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 448 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 449 Close Timbering/ Shuttering work for laying of sewer line including all required material, labour, T&P etc.complete. (3.0-6.0m depth) 450 Bedding by providing and laying of 40mm gauge Stone Ballast.0.0-1.5 451 Bedding by providing and laying of 40mm gauge Stone Ballast.3.0-4.5 452 CC Bedding 1:4:83.0-4.5 453 Supply of 200mm dia RCC NP3 Sewer pipe line 454 Carting, Laying & Jointing of 200mm Dia RCC NP3 concrete pipe including all required material, labour,T&P etc. complete. (depth upto 1.5mtr) 455 Supply of 700mm dia RCC NP3 Sewer pipe line 456 Carting, Laying & Jointing of 700mm Dia RCC NP3concrete pipe including all required material, labour, T&P etc. complete. (depth upto-6.0mtr) 457 Construction of 900mm dia manhole as per the designwith all required material, labour, T&P etc. complete. (upto 1.65mtr) 458 Construction of 1500mm dia manhole as per the design with all required material, labour, T&P etc. complete.(upto 4.95mtr) 459 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 460 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 461 75mm Thick 40mm Stone Ballast Bedding . 1.5-3.0m Depth 462 Cost of MS pipe 600mm dia of 10mm thick plate weight of 600 mtr pipe @145.75 kg/m. 463 Carting, Laying & Jointing of 600mm DiaMS pipe including all required material, labour, T&P etc. complete. 1.5-3.0 464 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 465 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 466 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 467 Bedding by providing and laying of 40mm gauge Stone Ballast.0.0-1.5 468 3.0-4.5 469 CC Bedding 1:4:83.0-4.5 470 Supply of 300mm dia RCC NP3 Sewer pipe line 471 Carting, Laying & Jointing of 200mm Dia RCC NP3 concrete pipe including all required material, labour,T&P etc. complete. (depth upto 1.5mtr) 472 Supply of 450mm dia RCC NP3 Sewer pipe line 473 Carting, Laying & Jointing of 450mm Dia RCC NP3concrete pipe including all required material, labour, T&P etc. complete. (depth upto-4.5mtr) 474 Construction of 900mm dia manhole as per the designwith all required material, labour, T&P etc. complete. (upto 1.65mtr) 475 Construction of 1500mm dia manhole as per the designwith all required material, labour, T&P etc. complete. (upto 4.95mtr) 476 Excavation for pipe line in ordinary soil ( loam , clay , sand ) with lift up to 1.5 m and lead up to 50 m and including filling back , watering and ramming of excavated earth into the trenches and removal and disposal of surplus earth within 50 meters .0 to 1.5 m depthMain Distribution line for House Hold 477 Excavation for pipe line in ordinary soil ( loam , clay , sand ) with lift up to 1.5 m and lead up to 50 m and including filling back , watering and ramming of excavated earth into the trenches and removal and disposal of surplus earth within 50 meters .0 to 1.5 m depthTaj Ganj 100 feet road to Nagla Mewati Crossing 478 Excavation for pipe line in ordinary soil ( loam , clay , sand ) with lift up to 1.5 m and lead up to 50 m and including filling back , watering and ramming of excavated earth into the trenches and removal and disposal of surplus earth within 50 meters .0 to 1.5 m depthSubji Mandi Road to Nagla Mewati Crossing 479 600mm Branch Pipeline 480 Indrapuram to Nagla Mewati CWR 481 Indrapuram to Nagla Mewati CWR 482 600mm Branch Pipeline 483 Indrapuram to Nagla Mewati CWR 484 Indrapuram to Nagla Mewati CWR 485 Supply of ISI mark DI K - 9 S & S pipes ( push on joints ) of followingclass and diameters inclusive of jointing material Main Distribution line for House Hold 486 Supply of ISI mark DI K - 9 S & S pipes ( push on joints ) of followingclass and diameters inclusive of jointing material Taj Ganj 100 feet road to Nagla Mewati Crossing 487 Supply of ISI mark DI K - 9 S & S pipes ( push on joints ) of followingclass and diameters inclusive of jointing material Subji Mandi Road to Nagla Mewati Crossing 488 600mm Branch Pipeline 489 Indrapuram to Nagla Mewati CWR 490 Indrapuram to Nagla Mewati CWR 491 Supply of specials for DI Pipe @ 10 % of total cost of DI pipe 492 Lowering , 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 in proper positionMain Distribution line for House Hold 493 Lowering , 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 in proper positionTaj Ganj 100 feet road to Nagla Mewati Crossing 494 Lowering , 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 in proper positionSubji Mandi Road to Nagla Mewati Crossing 495 600mm Branch Pipeline 496 Indrapuram to Nagla Mewati CWR 497 Indrapuram to Nagla Mewati CWR 498 Supply of following type of valves as per specifications F.O.R.Main Distribution line for House Hold 499 Supply of following type of valves as per specifications F.O.R.Taj Ganj 100 feet road to Nagla Mewati Crossing 500 Subji Mandi Road to Nagla Mewati Crossing 501 600mm Branch Pipeline 502 Indrapuram to Nagla Mewati CWR 503 Indrapuram to Nagla Mewati CWR 504 Carting , lowering , laying , aligning , fixing in position and installationof following valves in pipe line including all material , labour , testingand commissioning as per direction of Engineer - in - charge .Kinetic Double Air ValvesMain Distribution line for House Hold 505 Taj Ganj 100 feet road to Nagla Mewati Crossing 506 Subji Mandi Road to Nagla Mewati Crossing 507 600mm Branch Pipeline 508 Indrapuram to Nagla Mewati CWR 509 Indrapuram to Nagla Mewati CWR 510 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 cumconcrete at each bend ) 511 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 ) 512 Supply of all materials , labour , T & P etc. required for construction of following masonry type chambers as per type design .Air valve ChambersMain Distribution line for House Hold 513 Supply of all materials , labour , T & P etc. required for construction of following masonry type chambers as per type design .Air valve ChambersTaj Ganj 100 feet road to Nagla Mewati Crossing 514 Supply of all materials , labour , T & P etc. required for construction of following masonry type chambers as per type design .Air valve ChambersSubji Mandi Road to Nagla Mewati Crossing 515 600mm Branch Pipeline 516 Indrapuram to Nagla Mewati CWR 517 Indrapuram to Nagla Mewati CWR 518 Repairing of sewer house connection which is coming in alignmentof pipe line and damaged during the laying of pipe line includingsupply of all materials , labour , T & P etc. required for proper 519 Repairing of sewer man hole / house connecting chamber which iscoming in alignment of pipe line and damaged during the laying ofpipe line including supply of all materials , labour , T & P etc. requiredfor proper completion of the work . 520 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 . 521 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 Glpipe , saddle piece , ball valve , specials , excavation , refilling of pitetc. complete . It also includes supply of all materials , labour , T & Petc. required for proper completion of the work . As per attacheddrawing .For 200 mm dia 522 Sub Total (A) 523 Add / Deduction For Estimate Figure Amount Match 524 Grand Total

INR 41300 /-

INR 14900000.0 /-

INR 74.02 Crore /-

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