Tender For Resurfacing Work Of Kasna Kot Scape To Kasna U-Turn, Greater Noida.
Tender Value
5.20 Crore
Estimated cost
Bid Submission
09 Sep 2026
12 days left
EMD
10.42 Lakhs
Bank guarantee accepted
Document Fee
6770
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 Resurfacing Work Of Kasna Kot Scape To Kasna U-Turn, Greater Noida.
BOQ
| Sl. No. | Item Description |
| 1 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.dar2023/15.3 |
| 2 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain 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 and finishing as per direction of the engineer-in-charge; for the following grades of concrete. |
| 3 | 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 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. (DSR-2023/4.20) |
| 4 | All works upto plinth level : Concrete of M25 grade with minimum cement content of 300 kg /cum (DSR-2023/4.20.1.4) |
| 5 | Cold milling of asphaltic surface/pavement (removal of BC/DBM rang asphaltic material from road surface/concrete surface) in to maintain surface below in shape, slope and undamaged workable to lay fresh layer of asphaltic material in line, level, size depthas direct by Engineer-in-charge including transportation and disposal of removed material from site for all lift and leads, cleaning of surface (MORTH-519) |
| 6 | Providing and applying primer coat with SS1 grade bitumen VG-10 on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means. (MORTH 502) |
| 7 | Providing and applying tack coat with bitumen grade of VG-10 using pressure distributor at the rate of 0.3 Kg per sqm on the prepared bituminous surface cleaned with mechanical broom. (MORTH 5.02/503) |
| 8 | Recycling of Bituminous Pavement with Central Recycling Plant Recycling pavement by cold millingRecycling pavement by cold milling of existing bituminous layers, planning the surface after cold milling, reclaiming excavated material to the extent of 30 percent of the required quantity, hauling and stock piling the reclaimed material near the centralrecycling plant after carrying out necessary checks and evaluation, adding fresh material including rejuvenators as required, mixing in a hot mix plant, transporting and laying at site and compacting to the required grade, level and thickness, all as specified in clause 519. |
| 9 | (II) Using by Dense Graded Bituminous Macadam Grading -II (MORTH 5.13 P-168)60/50mm comjpacted thickness with bitumen peretration [email protected]% by weight of mix. |
| 10 | Bituminous Concrete Grading 2 (Using waste plastic)Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 percent of 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 MORT&H specification clause No. 507 complete in all respects MORTH 5.19B |
| 11 | 40mm compacted thickness with bitumen grade VG-30 @4.97% of total mix and plastic @8 percent of bitumen |
| 12 | Mastic AsphaltProviding and laying 40mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-39, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 13.2mm nominal size at rate of 0.005 cum per 10 sqm and at an approximate spacing of 10cm centre to centre in both direction, pressed into surface when the temperature of surface is not less than 1000c protruding 1mm to 4mm over mastic surface, all complete as per MORTH5.11/clause-516 (ARGNIDA) |
| 13 | Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @250gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes, Rates are inclusive of all taxes, royalty etc. all T&P/machine material and labour required for proper completion of work. (SOR-2025 |
| 14 | Reflective Raised Pavement Markers (Road Studs/Cat Eye) Supply and fixing of reflective raised pavement marker with its body surface made of tough ASA (Acrylic styrene Acrylonitrile) or HIPS (Hi-impact Polystyrene) or aa acrylonitrile butadiene styrene (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 by 351 5 ̊ to base and area of each retro-reflecting surface shall not be less than 13.0Sacm road studs shall be legibly marked with name trade mark or other means of densification of the manufacture. Dimensions of road studs should not be less than 100mmX100mmX10mm. RPM (with shank) as per ASTM. Chapter-26 Traffic sign S.N.5 |
| 15 | Road Delineator. Providing and fixing of standard metal Delineator as per IRC 79-2019 consisting old minimum retro reflective unit exposed area of 330 square cm in while color, full cube corner micro prismatic non-metallic retro reflective shieling on each side conforming wilt IRC 67-2012 and meeting the coefficient of retro reflection values as per ASTMO 4956 Type XI table specification. The delineator shall be painted with powder coat of minimum 40 microns thickness, on top of which retro reflective sheeting shall be pasted on both side. The structure shall be manufactured in roll forming process and shall have height not less than B00mm above the ground, width not less than 100mm and shall extend nil more than 300mm below the ground while being installed. |
| 16 | The front and back faces of the delineator should be curved with a radius of not more than 200mm and with delta angle (or central angle of curve)lying between 20 degree and 30 degree, to increase the visibility of the delineator for vehicles moving in continuous curves. The delineator shall have grooves across the length to make the reflective sheets vandal-proof) The retro reflective sheeting shall be tested for 3 year outdoor weathering lest in Indian conditions as per IRC 67:2012 & proof of the same in form of government report shall be uploaded which quoting tender. If somehow tender pre qualification condition do not ask for government report then the report shall be submitted to Engineer-in-Charge before finalization of bill, The delineator is meant for application on gaps in median, traffic islands, dangerous bends, roundabouts, narrow bridges etc., or as desired by site engineer. CHAPTER-26 Traffic Sign S.No. 1 |
| 17 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (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) |
| 18 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR-2023/6.1.2) |
| 19 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) (DSR-2023/13.4.2) |
| 20 | 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-2/4(a)) |
| 21 | 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) |
| 22 | Labour cess and GST will be paid extra as per Govt. orders. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 27, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 09, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysSep 11, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 14 daysTender Documents
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