Tender For Junction Upgradation And Beautification Plan For Mahewa Junction In Naini Prayagraj
Tender Value
1.28 Crore
Estimated cost
Bid Submission
05 Nov 2026
13 days left
EMD
2.58 Lakhs
Bank guarantee accepted
Document Fee
2360
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Prayagraj → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Junction Upgradation And Beautification Plan For Mahewa Junction In Naini Prayagraj
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 Bituminous Courses |
| 2 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 Granular Courses |
| 3 | 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.Note item to be applicable in urban areas having directions for restricted hours for movement/ plying of load-carrying motor vehicle of 3.5 cum or more. DAR 1.1.18 |
| 4 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kind of soil |
| 5 | 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) |
| 6 | 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) |
| 7 | 12 mm cement plaster on plinth of mix : 1:4 (1 cement: 4 coarse sand). F.M.-1.25 |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1.5:3 (1 Cement: 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 9 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. |
| 11 | 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. DSR Item No. 5.22.6 |
| 12 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 |
| 13 | Marble work gang saw cut (polished and machine cut) of thickness 18 mm for wall lining (veneer work), backing filled with a grout of average 12 mm thick in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with an admixture of pigment to match the marble shade (To be secured to the backing by means of cramps, which shall be paid for separately).Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble as per DSR 8.1.1.1 |
| 14 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 |
| 15 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. |
| 16 | Providing and applying prime coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broomWith medium setting bitumen emulsion. |
| 17 | Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : |
| 18 | Providing and laying Dense Graded Bituminous Macadam 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 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. |
| 19 | Providing and laying Bituminous concrete 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 to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. |
| 20 | 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 & patternover 50mm thick compacted bed of sand, compacting and proper embedding/laying of interlocking paver blocks into the sand bedding layer through vibratory compaction by using platevibrator, 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 PAVER |
| 21 | Providing & applying white cement based putty of average thickness 1 mm, of approved brand & manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. As Per DSR 13.80. |
| 22 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 23 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35-2015 The finished surface to be level, uniform and free from streaks and holes. |
| 24 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. (Repeated/Transverse bar)Providing and laying of hot applied thermoplastic compound 15 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 15 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes. |
| 25 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC ;67 upto date made of high intensity grade sheeting type-IV vide clause 801.3, fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with PCC M-25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. 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 upto date. Legends , letters , numerals and borders etc should be as per MoRTH specification No-801.3.7 . Proof of the same60 cm circular with definition plate (20cm X 60cm) |
| 26 | 60 cm equilateral triangle with definition plate (20cm X 60cm) |
| 27 | 60 mm x 45 mm rectangular with diffinition plate (20cm X 60cm) |
| 28 | xi) 45X90 cm two way Object Hazard |
| 29 | Direction and place Identification signs up to 0.90 sqm size Board 8.5) Providing & 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 & 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 |
| 30 | Reflective Raised Pavement Markers (Cat Eye/ Road Stud) Supply and fixing of raised pavement marker with Made of Plastic body of RPM/ Road Stud shall be moulded from ASA (Acrylic Styrene Acrylonitrile) or HIPS (High-Impact Polystyrene) or Acrylonitrile 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 contatning single or dual prismatic cubes capable of providing total internal reflection of the light entring the lens face.Lenses shall be moulded of methyl methecrylate conforming to ASTM D788 or equivalent.The slop or retro-reflecting surface shall preferably be 35+/- 5 degree to base and the area of each retro -reflecting surface shall not be less than 13.00 sq.cm. 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 & 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 fixing of |
| 31 | The solar studs shall be made of Aluminium alloy and poly carbonate material which shall be absolutely weather resistant and strong enough to support a load of 13,635 kg tested in accordance with ASTM D4280. Its colour may be white , red , yellow , green or blue or combination as directed by the Engineer . Its water resistance shall meet the requirements of IP 65 in accordance with IS:12063:1987 category 2 for protection against water ingress. The dimensions of solar studs shall not be less than 100 mm X 100 mm X 10 mm . It shall have super bright LEDs so as to provide long visibility from a distance of more than 800 m. Its flashing rate shall not be less than 1 Hz . Its should be able to give the prescribed performance in the temperrature range of - 400C to +550C. Its life shall be not less than 3 Years. The rate shall include all materials, labour, equipments, fabrication, transportation, erection, installation and incidentals all complete as per direction of the Engineer-in-Charge. |
| 32 | Aluminum-backed flexible prismatic sheeting shall be made of yellow colored flexible prismatic sheeting with non-metallic prismatic lens formed in a transparent, synthetic-resin as retro reflective elements. This flexible prismatic sheeting shall have black and yellow stripes with aluminum backed flexible prismatic Type VI sheeting conforming to ASTM: D4956 . specifications and standards of coefficient of retro reflectivity, flexibility and impact resistance applicable for reboundable devices. This flexible prismatic sheeting shall have screen printed arrow/slant line pattern in black colour in a continuous roll format. Width of object marker shall be 300 mm. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge. |
| 33 | 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 l,anger 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 bf 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 and 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 pendulum of 1.8 kg conforming 40 ASTM D256 adhesion between the body and outer casing body of FMM shall with stand 50 kg f Tensile loads conforming to ASTM D638 method. The rate shall include all materials, labour, T&P, transportation, installation and |
| 34 | S/F of plastic Tubular bollards having 450 mm to 700 mm Height, shall be attached to the pavemet to display the minimum 50 mm width of reflective bands to the approaching road users including labour, material, T&P etc. for propar completion of the work. |
| 35 | \\"Decorative Railing made of cast iron which provide a classic and timeless architectural appeal. These ornamental sections are securely framed by a 6mm thick MS flat bar border, creating a sleek, clean-edged perimeter that transitions the decorative core into a modern, structured silhouette. The entire assembly is anchored by vertical MS poles on either side, providing the necessary lateral stability and heavy-duty support required for safety. This combination of materials ensures a high-strength barrier with a slim profile, often finished with a powder coating or matte paint to protect against corrosion while highlighting the contrast between the fluid cast iron patterns and the rigid steel frame. The Cost Includes Transportation, and all other labour cost are included. Make in or Equivalent. |
| 36 | LOGO PILLAR is a rectangular, freestanding pillar or bollard, likely functioning as an outdoor light fixture or decorative boundary marker. It features a dark brown metal casing of MS flat bar 5mm of thickness with intricate CNC cutting designs, backed by a translucent Acrylic white panel intended to diffuse light, often finished with a powder coating or matte paint to protect against corrosion. The full name \\" DEVELOPMENT AUTHORITY\\" is engraved or cut out in an arc along the bottom half of the circle on one side and other side logo is engraved. The Cost Includes CNC MS Fabrication, Transportation, and all other labour cost are included. Make in or Equivalent.(1200MM) |
| 37 | Supplying and fixing of Sculpture made up of Glass Fiber Reinforced Gypsum (GFRG), a composite material consisting of high-density gypsum plaster reinforced with glass fiber matting, additives, and a water-repellent emulsion and smooth finish. Complete as per Technical specification or as directed by Engineer In charge. Fixing ,Loading Unloading of Sculpture to be paid seperately |
| 38 | Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment). |
| 39 | Providing and laying white coloured pebble stone of 20-40mm in size as per direction of the officer-in-charge. |
| 40 | Providing and laying Charcoal pebble stone as per direction of the officer-in-charge. |
| 41 | Providing and stacking Wadelia trilobata,full of leaves in 15 cm size of Earthen Pot / Plastic Pot and as per direction of the officer-in-charge. |
| 42 | Providing and stacking Agave Accent Plant as per direction of the officer-in-charge. |
| 43 | Providing and stacking Dracaena Accent Plants as per direction of the officer-in-charge. |
| 44 | Soil preparation and composting |
| 45 | Providing and stacking Alternanthera species of height 15 cm to 20 cm,full of branches and foliage in 15 cm size of Earthen Pot / Plastic Pot and as per direction of the officer-in-charge. |
| 46 | Providing, stacking and Displaying Ixora dwarf different colour having 10 cm to 15 cm ht., well developed with fresh & healthy foliage with bloom in 15 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. |
| 47 | Planting labour/gardner/mali |
| 48 | Soil Mix and bed preparation |
| 49 | Providing and stacking of Zinnia in different colour with fresh and healthy bud stage in polybag of size 10 cm and as per direction of the officer-incharge. |
| 50 | Providing and stacking of Portulaca Hybrid in different colour with fresh and healthy bud stage in polybag of size 10 cm and as per direction of the officer-in-charge. |
| 51 | Providing and stacking of Petunia hybrid in different colour with freshand healthy bud stage in polybag of size 10 cm and as per direction of the officer-in-charge. |
| 52 | Providing and stacking of Dianthus hybrid in different colour with fresh and healthy bud stage in polybag of size 10 cm and as per direction of the officer-in-charge. |
| 53 | Providing and stacking Duranta Golden, having ht.12 cm to 15 cm bushyshape with fresh and healthy leaves in Poly Bag and as per direction of the officer-in-charge. |
| 54 | Planting labour/gardner/mali |
| 55 | Soil Mix and bed preparation |
| 56 | Red Mulch / Brick Chips |
| 57 | Geotextile Sheet |
| 58 | Drip Irrigation Pipe |
| 59 | Drippers |
| 60 | Control Valves |
| 61 | Installation + Testing |
| 62 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. (GroupC) |
| 63 | Providng and laying and installation of electrical cable |
| 64 | Supple & Fixing of decorative type led focus/pathway/uplightslight with die cast aluminium housing built with driver set conforming to IP 66 water resistant protection complete in all respect |
| 65 | Providing and fixing of Spike Light in Graphite grey powder coated integral aluminium housing Die-cast aluminium housing comprises Warm White (WW) COB LED and reflector COB LED colour temperature: 3000K+250K COB LED housing covered with die-cast aluminium ring with weatherproof gasket and toughened glass Adjustable mounting bracket with spike is provided for easy focus on the object 2 nos. Ø8mm holes also provided on adjustable mounting bracket for surface mounting Highly efficient constant current electronic driver having operating voltage range from 140-280 Volt AC; provided with high voltage, open and short circuit protection Luminaire is wired with inbuilt driver with 4.5kV surge protection Degree of protection: IP65 as directed by Engineer-in- charge |
| 66 | Providing and Fixing of The luminaire comprises of a white powder coated cast aluminium body Low power White LEDS (WH) covered with heat resistant frosted glass fixed to the housing with frame protection grill LED colour temperature: 5700K +300K Highly efficient constant current electronic driver having operating voltage range from 140-280 Volt AC; provided with high voltage, open and short circuit protection Degree of protection: IP54 |
| 67 | Installation ,Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required |
| 68 | P&F cage of size 300mm x 300mm x 350mm using MS bars welded together to form a strong case. The cost includes moulding, welding, fixing, etc. all complete using all necessary screws, bolts, etc. |
| 69 | Complete maintenance of the entire garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, hedge, flower beds, foliages, creepers etc. including hoeing,weeding pruning replacement of plants, gap filling, watering, mowing of lawn, grass cutting by lawn mover and brush cutter , removal of garden waste, applying insecticide, pesticide & fertilizers (whenever required) top dressing of lawn with good earth and menure and maintenance of other garden related works as directed by office-in-charge (Cost of Good Earth, Manure, Fertilizer, Insecticide , Pesticide will be provided by the Department & lawn mover and brush cutter with fuel , other T & P material/articles shall be provided by the contractor.)DSR 2.40.5 Public Parks & Play Grounds ( For First Year |
| 70 | Cutting of Hedge/Edge including removing of cut material, cleaning, hoeing of hedge/ edge bed watering, manureing & apply insecticides & fungicides etc. (excluding the cost of material which shall be supplied by the department) and as per direction of officer in charge. (DAR 2018 HORT-2.36 based) |
| 71 | Supply & Stacking Urea 40% Nitrogen (LDA SOR Horti 2018-19/11.1) |
| 72 | Supply & Stacking D.A.P. LDA SOR 2018-19/11.2 |
| 73 | Supplying and stacking of well decayed cattle manure at site including royalty and carriage with all lead and lifts complete up to 5.00 km.(cattle manure measured in stacks will reduced by 8% for Payment).(DAR 2018 HORT-2.25 based) |
| 74 | Engagement of Tractor trolley including POL for disposal of garbage (Kura) etc. from stacking place to disposable place including loading and unloading etc. all complete as per direction of E/I. P.S.R. |
| 75 | Engagement of Labour for required work etc all complete as per direction of Engineer in charge. PWD SOR 2020-21/Labour Rates Chapter. Rs. 425.00+10%CP |
| 76 | Supply & Stacking of 1.25 inch Garden Rubber Pipe of good quality etc all complete as per direction of Officer in charge. Sanctioned Rate. |
| 77 | Supply & Stacking Bone Meal/ Oil Cake (LDA SOR Horti 2018-19/11.3) 50 kg per acre/Year |
| 78 | Anti-termite pesticides (premise) 4917.223 |
| 79 | vermi compost |
| 80 | Lawn Moving |
| 81 | Complete Operation and Maintanance as Above For 2nd Year |
| 82 | Complete Operation and Maintanance as Above For 3rd Year Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 21, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 05, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 13 daysNov 05, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 13 daysTender Documents
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