Tender For Providing Fixing Reinforced Cement Concrete Drain Cover On 60M Wide Road (Lhs) In Sector Ecotech-6, Greater Noida.
Tender Value
1.68 Crore
Estimated cost
Bid Submission
18 Sep 2026
5 days left
EMD
3.37 Lakhs
Bank guarantee accepted
Document Fee
2870
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 Providing Fixing Reinforced Cement Concrete Drain Cover On 60M Wide Road (Lhs) In Sector Ecotech-6, Greater Noida.
BOQ
| Sl. No. | Item Description |
| 1 | Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of different thickness & modular width 1200 mm in Controlled Factory Environment with approved methodology conforming to IS 10297:1982 by using long line casting method having arrangement of proper steel bed. Concreting should be done by batch mixing plant capable of producing zero slump concrete, transported through automatic shuttels of standard make & layed on bed with the help of extruder/Slipformer, finishing, curing and also provision of steam curing. Cutting, making necessary cutout/holes of required sizes for services in slab element after achieving required strength, yard handling & stacking all complete as per approved shop drawings & design mix as per the direction of the Engineer-in-charge. (Cost of strands should be paid separately). |
| 2 | Note: Excess/less cement over the specified cement content used as per design mix is payable/recoverable separately) : Concrete Grade-M-40 (cement content 400 kg ): 150 mm thick hollow core slab (DSR-2023/26.73.1.3) |
| 3 | Extra for using M-50 (Cement content 425 kg) instead of M-40: 200mm thick hollow core slab (DSR-2023/26.73.2.4) |
| 4 | Providing & laying in position Prestressing steel strands (low relaxation) on hollow core bed by using mechanical pulling arrangement like Rabbit/ Bed master including all accessories for Stressing & destressing operations as per approved make conforming to IS1343 & grade FY-1860 etc, complete as per drawings and direction of Engineer -in-charge. (DSR-2023/26.75) |
| 5 | Transportation of Precast Elements by flat bed Trailor (Double / Triple axle 40ft Length with proper accessories like A frame etc) from factory, including the cost of loading , unloading & stacking at site with the help of required capacity cranes. : Lead within 15km (DSR-2023/26.76.1) |
| 6 | Erection & Installation of Precast/Prestressed Concrete elements in correct & final position with proper line level and plumb at site making all arrangements (i.e cranes, push-pull jacks & all another T & P for lifting Placing & Alignment of elements, within erection tolerance as per IS 15916 as per approved shop drawings and all complete as per the direction of Engineer-in-Charge but excluding the cost of sim pads, non shrink grout and steel works i.e hangers. All work up to fifth floor. (DSR-26.77) |
| 7 | Prestressed hollow core Slab up to 200 mm thickness (DSR-26.77.1) |
| 8 | 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) |
| 9 | 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) |
| 10 | 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: |
| 11 | 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) |
| 12 | Aluminum-backed flexible prismatic sheetAluminum-backed flexible prismatic sheeting shall be made of yellow colored flexible prismatic sheeting with non-mexatic prismatic lens formed in a transparant, synthetic resin as retro rellective elements. This sexible prismauc sheeting shail have black and yellow stripes with aluminum backed flexible prismatic Type Vi shealing conforming to ASTM D4926, specifications and standards of coefficient of raira reflectivity, flexibility and impact resistance applicable for reboundable devices. This flexible prismalic shreeting shall have screen printed arrowislant line pattern in black colour in a continuous roit format. Width of object marker shall be 300 mm. The rale shall include all materiala, labour, T& P transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge (SOR-2025/Ch-6/S.No.-24) |
| 13 | Road DelinatorDelineator: Supply & Fixing of M 3 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 conceeted so that there should not be any exposed surface without powder coating. Alternatively, these metal gulde potes can be concealed win thermoplastic body. The posts shali have lan ellipsoidal or circular design with the height of the pols shat be 800 to 900 mm above the gmund with about 200 to 300 mm base which can be anchored onto the ground. Mild steal Guide Poles shall conform to Type XI sheeting specifications as per IRC:07 and ASTM D4956 which would ensure to obtain! clear visibility of the road alignment during night lime. |
| 14 | The Retro reflective sheeting shall be tested for A certificate of having the sheating tasted for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, finer removal, adhesion, Impact resistance, speculer glass and fungus resistance, 3 years outdoor weathering and its having passed these teste shall be obtained from International/Government Laboratory / Institute by the manufacturer of the sheeting and in case the certificate is obtained from intemational condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D4956-09) on artificial accelerated weathering requirements from a reputed Heboratory in India can be accepted provisionally. In such a situation, the Employer/Client, if so dasires, could seek for a performance guarantee which would be reeased after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & Proof of the same Reporn shall be uploaded which quoting tender. The rare shall include all materials, labour, T&P transportation, installation and incidentals all complete as par direction of the Engineer-in-Charge. (SOR-2025/Ch--6/S.No-1) |
| 15 | 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) |
| 16 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) (DSR-2023/4.1.8) |
| 17 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR-2023/4.1.3) |
| 18 | Providing and erecting a Thrie metal beam crush barrier comprising of 3mm thick corrugated sheet metal beam rail 85 cm above road/ground level fixed on ISMC Series channel vertical post 150x75x5 mm spaced 2 m centre to centre, 2 m heigh with 1.15 m below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a space of channel section 150x75x5 mm, 546 mm long complete as per clause 811 |
| 19 | Centering and shuttering including strutting, propping etc. and removal of form for : (DSR-2023/5.9) |
| 20 | Foundations, footings, bases of columns, etc. for mass concrete (DSR-2023/5.9.1) |
| 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
Sep 08, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 18, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysSep 21, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 8 daysTender Documents
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