Tender For maintenance of Road (Upgradation And Improvement At Main Roads And Internal Roads For Safety And Signage Work In Work Circle-7 Area0 Noida
Tender Value
9.27 Crore
Estimated cost
Bid Submission
24 Aug 2026
0 days left
EMD
18.55 Lakhs
Bank guarantee accepted
Document Fee
8260
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ghaziabad → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for maintenance of Road (Upgradation And Improvement At Main Roads And Internal Roads For Safety And Signage Work In Work Circle-7 Area0 Noida
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sum on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. |
| 2 | Filling avalable excavated earth ( excluding rock) in trenches, plinth, sides of foundations ect. In layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and waterin, lead up to 50m and lift up to 1.5m |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:4:8 (1 cement : 4 coarse sand (Zone III) : 8 graded stone aggregate 40 mm nominal size) |
| 4 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge.(Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately).All works upto plinth level |
| 5 | Centring and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. |
| 6 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. |
| 7 | Steel work in built up tubular trusses including cutting, hoisting fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete. |
| 8 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 9 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 10 | Retro-Reflective sheeting type-XI with 4mm thick ACM single Side Providing & Fixing of reflective signs with a corrosion resistant 4mm thick with 0.4 to 0.5 mm both side aluminium skin aluminium composite panel face to be fully covered with High intensity prismatic sheeting type XI as per IRC-67:2012 retro reflective sheeting with back frame MS angle of 35x35x5mm Legenda, letters, numerals and borders etc should be as per MoRTH specification No-801.3.7. The Sheeting shall have a pressure- Sensitive adhesive of the aggressive lack type requiring no heat. solvent other preparation for adhesion to a smooth clean surface, in a manner recommended by the sheeting manufacture. The ACM (Aluminium Composite Materials) Shall be fixed on the Back frame MS Angle with riveting. Micro Prismatic type IV Retro reflective sheeting confirming to ASTM D4956-09 Shall be pressure fixed. The Retro reflective, daytime colour and luminance, shrinkage, flexiblitily, liner removal, adhesion, impact resistance, specular glass and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obrained ............The rate shall include all materials, labour, T&P, Transportation, installation and incidentals all complete as per direction of the Engineer-in-chage. |
| 11 | Retro-Reflective sheeting type-IV with 4mm thick ACM single Side :- Providing & fixing of reflective signs with a corrosion resistant 4 mm thick with 0.4 to 0.5 mm both side aluminium skin aluminium composite panel face to be fully covered with High Intensity prismatic sheeting type IV as per IRC-67:2012 retro reflective sheeting with back frame MS angle of 35x35x5 mm. Legends, letters, numerals and borders etc should be as per MORTH specification No-801.3.7 The sheeting shall have a pressure-sensitive adhesive of the aggressive - tack type requiring no heat. solvent other preparation for adhesion to a smooth clean surface, in a manner recommended by the sheeting manufacturer. The ACM (Aluminium Composite Materials) shall be fixed on the Back frame MS Angle with riveting. Micro prismatic type IV Retro reflective sheeting confirming to ASTM D4956-09 shall be Pressure fixed. 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............... The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge. |
| 12 | Retro-reflectorised Traffic sign as per IRC-67-2012providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC :67- 2012 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 M 15 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.................. letters. numerals and borders etc should be as per MORTH specification No-801.3.7 Proof of the same in form of government report shall be uploaded while quoting tender.90cm Triangle |
| 13 | 90cm Octagonal |
| 14 | 30x90cm Object Hazard |
| 15 | 50x60cm Single Chevron |
| 16 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per som 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. |
| 17 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:2:4 (1 cement : 2 coarse sand (Zone III) : 4 graded stone aggregate 20 mm nominal size) |
| 18 | Road Delinator Delineator: Supply & Fixing of M S Delineator made of Mild steel with pure polyester powder coating with the minimum thickness of powder coating of not less than 40 micron for protection against corrosion. The surface should be conceated so that there should not be any exposed surface without powder coating. Alternatively, these metal guide poles can be concealed with thermoplastic body. The posts shall have lan ellipsoidal or circular design with the height of the pole shall be 800 to 900 mm above the ground with about 200 to 300 mm base which can be anchored onto the ground. Mild steel Guide Poles shall conform to Type XI sheeting specifications as per IRC:67 and ASTM D4956 which would ensure to obtainl clear visibility of the road alignment during night time.The Retro reflective sheeting shall be tested for A certificate of having the sheeting tested for coefficient of ................. The rate shall include all materials,labour,T&P, transportation,installation & incidentals all complete as per direction of the Engineer-in-Charge MoRTH 805 (8.15) CH-26 LUCKNOW SOR 2020-21. |
| 19 | 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 Acrylonitrite) 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 and adhesive on the ...........The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge.As per SOR ch-26 SI no.-5 RPM with Shank. |
| 20 | Solar Power road marker (Solar studs) The solar studs shall be made of Aluminum alloy and poly carbonate material which shall be absolutely weather resistance 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 100mm X 100mmX10mm. 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 temperature range-40*C to 55*C. Its life shall be not less than 3 years. The rate shall be include all materials, labour, equipments, fabrication, transportation,erection,installation and incidentals all complete as per direction of the Engineer-in-charge. |
| 21 | Tubular Makers (Spring Post or Spring Bollard) S/Fof 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 proper completion of the work. 700 mm Height. |
| 22 | Flexible Median Marker as per IRC 79:20:19 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 serve whether. 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 type XI confirming to IRC 67 and it should be own both the faces whereby providing maximum reflectivity at I, anger distance 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 combinitation of apoxy adhesive and grouting drilling on concrete Median of properly constructed solid medians. Height. The marker height shall be a median of 180mm, width 120mm and body thickness 6.5mm, the shanks shall not be less than 20mm and depth shall not be less than 30mm reflective area ................ The rate shall be include all materials,labours, T&P transportation installation and incidentals all complete as per direction of the Engineer-In-charge . |
| 23 | Aluminum-backed flexible prismatic sheeting shall be made of yellow colored flexible prismatic sheeting with nonmetallic 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. |
| 24 | Mobile Hydraulic Crane 35 tonne capacity (173HP) |
| 25 | Hire charge of Generator (including cost service of Operating Staff, supply of lubricating oil and diesel also) D.G Set/ Generator 50 KVA. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 11, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 24, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodayAug 25, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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