Tender For Comprehensive Redesign Of Assi Ravidass Road Enhancing Mobility, Accessibility, And Urban Infrastructure - Upgradation of Road Work 2 Dismantling of existing pavement (bituminous course) by mechanical means and disposal of dismantled material upto a lead of 1km, as per direction of engineer in charge. 3 Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material within all lifts and leads upto 1km (by mechanical means) 4 Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by Engineer-In- Charge within a distance of 60 meters (200 feet). 5 Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. 6 Disposal of surplus earth and dismantled brick/cc/rcc at a distance 10km from site including loading unloading complete in all respect. 7 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.Grading-I Material 8 Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I Material 9 Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70to 1.00 kg/sqm using mechanical means. 10 Dense Graded Bituminous Macadam Grading 2 Providing and laying Dense Graded Bituminous Macadam 50 mm thickness using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in- Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 4.50% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. 11 Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30kg per sqm on the prepared bituminous surface cleaned with mechanical broom. 12 Providing and laying bituminous concrete (Grade II) with100-120 TPH hot mix plant producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4per centof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification 5th revision clause No. 507 complete in all respects including cost of all materials, T&P, Labour, cartage for proper completion of work as per direction of Enginee-in-charges. 13 Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/ direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. 14 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 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 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M30 grade with minimum cementcontent of 350 kg /cum 15 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 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 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M40 grade with minimum cement content of 390 kg/cum 16 Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. 17 Steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. thermo-mechanically treated bars of grade fe-500D or more. 18 Providing and laying in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 stone ballast 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors. 4 cm guage 19 Dismantling reinforcement cement concrete or reinforcement brick work, including stacking of materials as directcd by Engineer-in-charge with in a distance of 60 mt- (200 feet) 20 Demolishing cement concrete or bricks or Granolithic floor including base concrete and including stacking of dismantled material as directed by engineer in charge within a distance of 60 m (200feet) 21 Dismantling of girders, trusses and other steel work including stacking of dismantled materials as directed by Engineer-In- Charge within a distance of 60 meters (200 feet). 22 Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by Engineer-In- Charge within a distance of 60 meters (200 feet). 23 Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. 24 Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. 25 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 10km distance as directed by the Engineer-in- Charge. Used for Earth work. 26 Supplying and stacking of good earth at site including royalty and carriage upto 5 k m lead complete (earth measured in stacks will be reduced by 20% for payment). 27 Providing and laying in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 stone ballast 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors. 28 BrickworkM-150 in 1:4 cement and sand of 1.25 fineness modulous mortar in foundation and plinth including supply of all materiall, labour and tools and plants, ect required for proper completion of work 29 12 mm cement plaster on plinth of mix : 1:4 (1 cement: 4 coarsesand). F.M.-1.25, minimum thockness not be less than 10mm including supply of all materials, labour and T&P etc, required for proper completion of the work 30 Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I Material 31 Providing and fixing dry cladding upto 10 metre heights with 30mm thick gang saw cut stone with machine cut edges of uniform colour and size upto 1mx1m, fixed to structural steel frame work and/ or with the help of cramps, pins etc. and sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-charge. (The steel frame work, stainless steel cramps and pins etc. shall be paid for separately). Red sand stone - 30mm thick gang saw cut stone 32 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, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints 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). 33 Applying one coat of white cement over new surface including rubbing with sand paper including all materials T&P etc. required for proper completion of the work all complete. (NBO 18.52) 34 One priming coat of cement primer and one coat oil distemper on new work including supply of all materials, labour and tools and plants etc. required for proper completion of the work (SI 649) 35 Finishing wall with water proof cement paint of approved make and quality on new work with two coat to give an even shade including supply of all material labour and T &P etc. required for proper completion of the work (SI 660+661) 36 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 50mm 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. 80 MM THK CC PAVER OF M35 GRADE WITH APPROVED COLORED & SHAPE 37 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 450mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources), including necessary excavation of size 250x250x450mm deep for the same in bitumen/concrete pavement at specified spacing. 38 Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. 39 Taking out existing KERB STONE from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. 40 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. asrequired. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 41 Providing & Laying 100x100 mm with thickness ranging from 70-90mm rough finish granite cobbles stone and shape of approved and complete as per direction of Engineer-in- Charge. including transport ,loading ,unloading and conveyance of Grey cobbles granite from available source to work site, including labor charges for fixing the granite and pointing etc., all complete as per direction of Engineer-in-charge. 42 Providing and laying tactile tile (for vision impaired persons as per stanDSRds) 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. 43 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 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 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M25 grade with minimum cement content of 330 kg/cum 44 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 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 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M40 grade with minimum cement content of 400 kg/cum 45 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 perdirection 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. 46 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 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 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M30 grade with minimum cementcontent of 390 kg /cum 47 Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. 48 Wall art painting on walls 49 Jangal Cleaning work 50 Dismantling reinforcement cement concrete or reinforcement brick work, including stacking of materials as directcd by Engineer-in-charge with in a distance of 60 mt- (200 feet) 51 Demolishing cement concrete or bricks or Granolithic floor including base concrete and including stacking of dismantled material as directed by engineer in charge within a distance of 60 m (200feet) 52 Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by Engineer-In- Charge within a distance of 60 meters (200 feet). 53 Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. 54 Disposal of surplus earth and dismantled brick/cc/rcc at a distance 10km from site including loading unloading complete in all respect. 55 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 10km distance as directed by the Engineer-in- Charge. Used for earth work. 56 Sand fillling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 km from the site of work and including watering dressing etc. Rate to include cost of all materials, labour and T&P etc, required for proper completion of the work 57 Providing and laying in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 stone ballast 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors. 4 cm guage 58 BrickworkM-150 in 1:4 cement and coarse sand 1.25 offineness modulous mortar in foundation and plinth including supply of all materiall, labour and tools and plants, ect required for proper completion of work. Used for making platform for existing trees, Transformers, Junction boxes etc. 59 12 mm cement plaster on plinth of mix : 1:4 (1 cement: 4 coarsesand). F.M.-1.25, minimum thockness not be less than 10mm including supply of all materials, labour and T&P etc, required for proper completion of the work 60 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 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 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M25 grade with minimum cement content of 330 kg/cum 61 Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. 62 Steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. thermo-mechanically treated bars of grade fe-500D or more. 63 Providing and laying Non Pressure NP-4 class (Heavy 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) 450 mmdia 64 Providing and fixing PVC pipe conforming to ISmake working pressure 4 Kg/SqCm incuding testinglabour T&P and all complete fittings 110 mm diameter 65 Construction of KC drain with precast CC block size (370x250mm) laid flate position (37.50 mm in length and kerb stone (30 cm in length) including cost of all material , labour and t&P etc complete 66 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality. MD-10 Square shape 450 mm internal dimension 67 Supply and installation on site - Recessed double seal ofwith a clear opening of750*750 mm DI manhole cover and frame(material- ductile iron grade 500/7) of class D400 having minimum load capacity 400 KN Load as per EN124-2, the top cover( should have 2 no. of keyholes ) as per the design approved by Engineer in chargedesign approved by Engineer in charge. (storm water) 68 Removing all type of 300 mm Dai Hume Pipes and Stacking within a lead of 1000 mm including T&P, Earthwork and Dismantling of Masonry Works. 69 Supply and installation on site - Recessed double seal ofwith a clear opening of750*750 mm DI manhole cover and frame(material- ductile iron grade 500/7) of class B125 having minimum 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 chargedesign approved by Engineer in charge. (Storm water) 70 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 71 Providing and stacking of Plumeria rubra of height 120-150 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. 72 Plumeria alba of height 8-10 with 3-4 branches and thick 73 Providing and Displaying Furcaria Variegated hybrid well developed with fresh & healthy foliage 20 and above attractive leaves in 35 cm Cement Pot as per direction of the officer-in-charge. 74 Providing and stacking of Calliandra hybrida of height 105-120 cm., well branched, bushy in big size HDPE bag as per direction of the officer-in-charge. 75 Vinca different colour 6 to 8 well developed branch in full bloom stacked with green painted Bamboo stick in 25 cm Earthen Pot/Plastic Pot. 76 Tecoma gaudichaudi of height 90-105 cm.,bushy in big size HDPE bag 77 Providing and Displaying Bougainvillea named variety, Sobhra, Thima, Marry palmar, Cherry Blossom etc. well developed with fresh & healthy bushy in full bloom 75 to 90 cm ht. in 40 cm Cement Pot as per direction of the officer-in-charge. 78 Supplying and stacking of well decayed cattle manure at site including royalty and carriage upto 5 k.m. lead complete (Cattle manure measured in stacks will reduced by 8% for Payment). 79 Providing and stacking of Iresine herbstii, of height 20-30 cm., full of branches well developed in 15 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge.. 80 Providing and Displaying Portulaca hybrid in different colour with bloom well developed fresh & healthy in 20 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. 81 Supple & FIxing of 08 mtr Loug decorative pole having 1.5 mtr long and 2 mtr 0span double/single an(suitable for 90 mm dia LED street light pole dia 140mmX1 Smm, 00mmK40m, 90mmAmm) total height with breaker 9 mtr long pole shall be made of galvaniced mild steel tube with cast aluminium embellismonts. The Ploe are prime coated and Painted with Polyurethan Paints pole are suitable for Single/Double am breaket for street light. The Pole has aservice window at the bottom comprising lour way 25 amp. Connector terminal and MCH poles can be mounted with four no anchor bolts as per Foundation dinated by E/l Approved Rate 2022-23 VDA 82 Supply and fixing following capicity of autometic street light cubical cntrol panel with anticorrosive alkali and acid proof paint consisting of time swich TSO 100 series with contactors. HRC fuses solating switch metering instrument & instrument box with CTs etc in case of TPN. Complete in all respect (25 A TNP). 83 Supply and burying of safe earthing electrode T-19 (Hot dip galvanized) length upto 2000 mm . Outer G.I. pipe 50 mm inner pipe 25 mm terminal dia 12 mm outer G.I. pipe of 16 SWG and inner G.I. pipe 12 SWG with hot dip galvanized up to 100 micron filled with crystalling conductive mixture (CCM) having anti corrosive and conductive property with 50kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capicity along with 30 cm square C.I. frame with hinged over & masonry having from alectrode trminal to switch board cost of 25X3 G.I. strip will be extra. 84 Supply and laying of aluminium conductor PVC insulated annound served sheathe cables 1100 volts grade at a depth of 750 mm below ground level over a cushion of 75 mun thick sand all around and protected with burnt bricks on sides and on top. On surtace the cable run shall be fixed on MS clamps etc. on suitable size are as directed by the engineer incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. (U.P IWD Ele S. 1 No. 501) 25 sg mm X° 3-1/2 core 85 Supply and fixing of LED street light Fitting with mandatory driver set having die cast alummium body and lenses suitable for 110 Watt. To 130 Watt and Continuing to Il 66 protection having company LOGO engraved, complete in all respects. Including labour CAT-AAA with 5 years warrantee SI No.(1424) 86 S/F of of 0.5 amp to 5 amp/ SP MCB (10KA) C Curve CAT A 87 Providing, laying and fising of 50mm dia G.l. pipe (medium class) in ground/ existing trench / existing hole made by trench less cutting complete with G.I. fittings. etc. as required. ( Murket Rate) 88 4 sq mm 89 25 sq mm 90 S/B of earthing of pole by ms eartung rod of 600mmx600mmx6mm and 6 swg earthing wire etc as required complete in aal respects 91 Supply and fixing of copper conductor flexible cable as per latest IS standared 2.5mm 3 core copper wire for fittings complete in all respectes.(Approved rate NNY year 2023-24) 92 Supply and fixing of 3 Ph CCMS Group Control with only GSM/GPRS of 22 KW having One year defect liability period with three years guarantee and warranty with replacement. complete in all respects (Approved rate NNY year 2022-23) 93 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 fluorescent yellow 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 shall be 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. width 120 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 Area: Shall 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-in-Charge. 94 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 external angles. 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 95 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 Engineer-in-Charge. 96 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass bads @ 250 gms per sqm area, thickness of 2.5 mm is excludive of surface applied glass baeds as per IRC: 35 the finished survace to be level, uniform and free from streaks and holes. As per Morth Specification No. 803 97 Supply and fixing of retro reflective, information and village signed board size (0.8X0.6) m including all material, labour T&P etc complete as per lucknow sor chapter no-26 item no-18 98 Reflective Raised Pavement Markers (Road Studs / Cat Eye)Supply and fixing of reflective raised pavement marker with its body surface made oftough ASA (Acrylic styrene Acrylonitrite) or HIPS (Hi- Impact Polystyrene) or acrylonitrile butadiens styrenc (ABS). The marker shall supported a load of 1335 kg tested in accordance with ASTMD 4280 and its reflective panels shall consist of number of lenses containing single or dual prismatic cubes of providing total internal reflection of the light entering the lens face. Retro reflecting surface shall preferably be 351 5° to base and area of each retro- reflecting surface shall not be less than 13.0 sqcm road studs shall be legibly marked with name trade mark or other means of idenfification of the manufacturer. Dimensions of road studs should not be less than 100 mm x100mm x10mm 99 Supply, fixing & built up over head structure 12mtr. 15mtrspan comprising of three vertical posts of 6.00 M height made up of 300 mm NV heavy class MS pipe as vertical member welded with 10mm MS plate at top true shall comprise of 500 mm dia. Heavy clas as per lucknow sor chapter no-26 item no-7 100 Supply and instalation of delinators (road way indicators, hazard markers, object marker) 80-100cm high above ground level painted black and white in 15 cm wide strip fitted with 80 x 100 mm rectangular or 75mm dia circular reflectrorised panel at the top 101 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. (For Hazard Marker size 30 X 90cm) 102 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. The retro-reflective sheeting shall be tested for 3 years out door weathering test in indian conditions as per IRC 67:2012 and proff of the same in the form of government report shall be uploded while quooating tender.90Cm equilateral trangle(For padestria crossing 103 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. The retro-reflective sheeting shall be tested for 3 years out door weathering test in indian conditions as per IRC 67:2012 and proff of the same in the form of government report shall be uploded while quooating tender.(90 cm High Octangon(For stop sigen) 104 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. The retro-reflective sheeting shall be tested for 3 years out door weathering test in indian conditions as per IRC 67:2012 and proff of the same in the form of government report shall be uploded while quooating tender.90Cm equilateral trangle(For T Junction) 105 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. The retro-reflective sheeting shall be tested for 3 years out door weathering test in indian conditions as per IRC 67:2012 and proff of the same in the form of government report shall be uploded while quooating tender.90Cm equilateral trangle(For Rumble Strip on link Road) 106 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. The retro-reflective sheeting shall be tested for 3 years out door weathering test in indian conditions as per IRC 67:2012 and proff of the same in the form of government report shall be uploded while quooating tender.80cmx60cm Ractangle place indication Board 107 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. The retro-reflective sheeting shall be tested for 3 years out door weathering test in indian conditions as per IRC 67:2012 and proff of the same in the form of government report shall be uploded while quooating tender.90Cm equilateral trangle(ForSchool & hospital) 108 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same withnecessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) 109 Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. 110 Disposal of surplus earth and dismantled brick/cc/rcc at a distance 10km from site including loading unloading complete in all respect. 111 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 10 KM distance as directed by the Engineer-in- Charge. 112 Sand fillling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 km from the site of work and including watering dressing etc. Rate to include cost of all materials, labour and T&P etc. required for proper completion of the work. 113 Providing and laying in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 stone ballast 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors. 4 cm guage 114 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 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 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M25 grade with minimum cement content of 330 kg/cum 115 Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. 116 Steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. thermo-mechanically treated bars of grade fe-500D or more. 117 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality. MD-10 Square shape 450 mm internal dimension 118 R.C.C. Circular shape 560 mm internal diameter manhole cover and frameHD-20 119 Supply and installation on site - Recessed double seal ofwith a clear opening of750*750 mm DI manhole cover and frame(material- ductile iron grade 500/7) of class B125 having minimum 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 chargedesign approved by Engineer in charge. (Storm water) 120 63 mm dia (OD-63 mm & ID-51 mm nominal) 121 Supply and laying of 160 mm HDPE pipe suitable for raising & road crossing of LT 3.5*240 sq mmXLPE cable 122 Supply and laying of 110 mm HDPE pipe suitable for raising & road crossing of LT 3.5*150/95 sqmmXLPE cable 123 Supply and laying of 50 mm HDPE pipe suitable for laying of LT3.5*25 sq mmXLPE cable 124 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. 125 Consultancy @ 1.27% on Part A 126 Supply, testing and commissioning of compatible 11KV,630A, Outdoor type (IP54), Thickness of outer cell is 2mm RMU (Ring Main Unit) 3-way comprising of 02 Nos manual operated Load Break Switch and 01 Nos 630 Amp Fixed-Type Manual operated spring-charging VCBelectrolytic grade copper busbars all inside, gas-filled, robotically welded stainless steel tank with min. thickness 3mm, IP 67 Degree of Protection , internal-arc classified 21kA/1sec.RMU should be complete with accessories such as terminal boots,VPIS, cable supports front cable termination mechanical indication ON/OFF, manometer 127 Power Department Supervision 15% of total Cos
