Tender For Construction Of Interlocking Tiles Road For Traffic Congestion Management On Noida-Greater Noida Expressway, Greater Noida.
Tender Value
1.64 Crore
Estimated cost
Bid Submission
16 Nov 2026
9 days left
EMD
3.30 Lakhs
Bank guarantee accepted
Document Fee
2830
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Gautam Buddha Nagar → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Interlocking Tiles Road For Traffic Congestion Management On Noida-Greater Noida Expressway, Greater Noida.
BOQ
| Sl. No. | Item Description |
| 1 | Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar 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. (DSR-2023/16.82) |
| 2 | 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 of excavated earth lead upto 50 m and for all lift, as directed by Engineerin- charge. : All kinds of soil (DSR-2023/2.6.1) |
| 3 | Cartage of ballast, Kankar Coal, grit or sand including loading & unloading but excluding stackings on pakka roads: 5.0 Km. (SOR-25/Ch-4/4.02/232(a)/4.01) |
| 4 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. (DSR-2023/16.1) |
| 5 | Granular sub-base with graded material, plant mix method 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. MORTH/4.01/401(A) |
| 6 | 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.morth (MORTH-407) |
| 7 | Supply of 80mm thick ISI marked Shaped machanically compressed Interlocking concerete paver blocks, smooth high laoss finish, skid resistant; manufactured from rubber moulds through vibrocompressiojn mechanism, high pressure and control vibration machine having plan dimension 200 x (160+120mm) with minimum 5mm thick topping. The compressive strength of concerete paver block shall not be less than 30 MPa and weight 4.5kg per No. confirming to IS: 15658-2006. : Gray Base (SOR-2025/ChNo-2/5(a)) |
| 8 | Laying of Interlocking Tiles of 60/80/100 mm thick including levelling and dressing of surface up to required level and slopes over 30 mm thick bed and filling joints with fine sand including cost of fine sand, labour, T&P etc complete But excluding cost of Tile as directed by Engineer in charge. (SOR-2025/Ch No-5/5.07) |
| 9 | Supply and installation of precast reinforced cement concrete Jersey barrier of grade M-35 including reinforcement, formwork, mixing, transporting and placing of concrete, vibrating, curing, finishing, making necessary cutout/holes of required sizes for services, yard handling, stacking and installation at site all complete as per IS 11447:1985 and as per approved shop drawings and design mix, as per the direction of Engineer-in-Charge. Including transportation from factory/yard/manufactoring unit to fixing site. M.R./AR |
| 10 | 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. (DSR-2023/13.80) |
| 11 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work (DSR-2023/13.61.1) |
| 12 | Reflective Ralsed Pavement Markers (Cat Eye/ Road Stud) Supply and fixing of raisad pavement marker with Made of Plastic body of RPM Road Stud Shall to mouided from ASA (Acrylic Styrene Acrylbnanite) or HIPS (High-Imoact Polystyrene) or Acrylonitrile Butadien Styrene (ABS) or Any other suitable material approved by the Engineor 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 methacrylate conforming to ASTM D788 of equivalent. The siop or retro-reflecting surface shall preferably be 35+/-5 dagree to hasa and the area of each reire -reflecting surface shall not be less than 13.00 sq.cm. the marker haight shall not be less than 10 mm and shall not exceed 20 mm & Width shall not exceed 130 mm. |
| 13 | The base of the marker shall be flat within 13 mm all road studs shall be legbly marked with the name, trade or other means of identification of the manufacture, epoxy instalations, 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 shat submit a two year warranty for satisfactory field performance incluong stipulated retro-renectance of the reflecting panel, to the Engineer. In additiona two year warranty for satisfactory sheld performance of the finished road markar shall disc be given by the contractor who carries cut the work of fixing of reflective road markers. In case the markers are displaced damaged, get worn out or lose their reflectivity compared to stpuated standards, the contractor would be required to replace all such markers withen 15 days of the intimaton from the Fingineer, at his own cost. The rale shall include all materials, labour. T&P, transportation, instaliacion and incidentals all complete as per direction of the Engineer-in-Charge (SOR-2025/Ch-6/SN-5) |
| 14 | Flexible Medien Marker As Per IRC 78:2019:Flexible Median Marker (MM) should be used for improving median visibility during dark hours, Lise of Median Marker provides safety against colbeion happoning with medians during night time, or savara weather. Flexible Median Merkers shall be provided with fluorescent yellow colour retro-raflective cheating Type X) as par IRC:87. Flexible Median Marker shall be of tough, high impact resistant, injection-moided, thermoplastic body with property of flexibility to provide high durabilty 'and U shape structure having rebound/bounce back property, the sheeting shalt be of Type X conforming to (RC-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 fired by a combination of epoxy adresive and grouting/drilling on concrete medians or property constructed solid medians. Height: |
| 15 | The marker height shall be a minimum of 180 mm. width 120mm & Body Thickness: 6.5 mm. the shanks shall not be less than 20 mm and depth shall not be less than 30 mm Refective 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 kgf Tensie cads 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 (SOR-2025/Ch-6/S.No-6) |
| 16 | Supplying and Fixing of plastic Tubular Bollards (Spring Post) having Height 700mm / 450mm, shall be firmly attached to the pavement to display minimum 50mm wide reflective bands to the approaching road users, including all labour, material, T&P etc. for proper completion of the work as per direction of Engineer-in-charge and as per Guidelines of IRC:SP:55-2014. (SOR-2025/Ch No-6/S.No23) |
| 17 | Providing and fixing of Retro-Reflective Sign Boards made with High Intensity Micro-Prismatic Grade Sheeting Type-IV as per IRC:67-2012, pasted on 4 mm thick Aluminium Composite Panel (ACM) having 0.4 to 0.6 mm thick aluminium skin on both sides.The ACM sheet shall be fixed on back support frame made of MS Angle 35x35x5 mm with riveting. The legends, letters, numerals and borders etc. shall be as per MoRTH Specification No. 801.The retro-reflective sheeting shall have pressure-sensitive adhesive of aggressive tack type requiring no heat, solvent or other preparation for adhesion to smooth clean surface, in a manner recommended by the sheeting manufacturer. The retro-reflective sheeting shall conform to ASTM D4956-09, Type-IV. |
| 18 | The retro-reflective sheeting shall be tested for Coefficient of Retro-reflection, Daytime Colour & Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss and Fungus Resistance, 3 years outdoor weathering. Test certificate shall be obtained from International / Government Laboratory / Institute by the manufacturer and in case certificate is obtained from International lab, it should also be obtained from Indian lab within 3 years of launching of product abroad. Alternatively, certificate conforming to ASTM D4956-09 on artificial accelerated weathering from a reputed laboratory in India can be accepted provisionally. In such case, Employer/Client may seek a performance guarantee which shall be released after receipt of certificate meeting requirement of three years outdoor weathering as per IRC:67-2012. Proof of test report shall be uploaded while quoting tender.Rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of Engineer-in-Charge. (SOR-2025/Ch-6/S.No-11) |
| 19 | 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 (DSR-2023/10.25.2) |
| 20 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR-2023/4.1.2) |
| 21 | Labour cess and GST will be paid extra as per Govt. orders. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 9 daysNov 18, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 11 daysTender Documents
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