Tender For Providing And Laying End To End Payment & Widening Of Main Carriage Way Of 60M Wide Road From Itbp Rotary To P-3 Rotary (S.K. Road), Greater Noida.
Tender Value
8.19 Crore
Estimated cost
Bid Submission
12 Nov 2026
12 days left
EMD
16.39 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 Providing And Laying End To End Payment & Widening Of Main Carriage Way Of 60M Wide Road From Itbp Rotary To P-3 Rotary (S.K. Road), 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 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. : In cement mortar (DSR-23/15.7.4) |
| 3 | Dismantling and stacking within 50 metres lead, fencing posts or struts including all earth work and dismantling of concrete etc. in base of: R.C.C. (DSR-2023/15.34.2/AR) |
| 4 | 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) |
| 5 | 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) |
| 6 | 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) |
| 7 | 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) |
| 8 | 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) |
| 9 | Providing and applying primer coat with SS1 grade bitumen emulsion 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 502/5.01/A(i)) |
| 10 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. MORTH-503(II) |
| 11 | Providing and applying tack coat with bitumen grade VG-10 using emulsion pressure distributor at the rate of 0.25 kg per Sqm on the prepared bituminous surface cleaned with mechnical broom. (MORTH-503(II)/502) |
| 12 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @4.5 percent by weight of total 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. 505 complete in all respects. |
| 13 | 50mm compacted thickness with bitumen VG-30 [email protected] by Weight of total mix |
| 14 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder [email protected]% of mix and filler transporting the hot mix to work site laying with hydrostatic paver finsher with sensor control to the required grade, level and alignment rolling with smooth, wheeled, vibrator and tendom roller to achieve the desired compaction as per MORTH specification clause 507 complete in all respect (MORTH/507(B)/5.05) |
| 15 | 40mm compacted thickness with bitumen peretration of [email protected]% by weight of total mix |
| 16 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface.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 (SOR-2025/Ch-6.2/MORTH-802 (8.13)) |
| 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 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced 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, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. |
| 19 | 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 specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. : All works upto plinth level : Concrete of M25 grade with minimum cement content of 330 kg /cum (DSR-2023/5.33.1.1) |
| 20 | 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-2023/5.22.6) |
| 21 | Centering and shuttering including strutting, propping etc. and removal of form for : (DSR-2023/5.9) |
| 22 | Foundations, footings, bases of columns, etc. for mass concrete (DSR-2023/5.9.1) |
| 23 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.(DSR-2023/5.9.2) |
| 24 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. (DSR-2023/13.26/AR) |
| 25 | 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/AR) |
| 26 | 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. |
| 27 | 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) |
| 28 | 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. |
| 29 | 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) |
| 30 | Providing and fixing at or near ground level factory made RCC pavement slab of M-30 grade of size 450x450x70 mm, including reinforcement with 6 mm dia M.S. bars 4 nos on each side, including setting in position in footpath to the required level and line over a bed of 20 mm average thick cement mortar 1:3 (1 cement : 3 coarse sand), having joint thickness not more than 5mm except on curve, including filling of joints with same cement mortar and making grooves etc. complete as per direction of Engineer-in-charge. (AR/GNIDA) |
| 31 | Providing and laying rubber bituminous painting in crack sealing above 3mm to 6mm with including supply of bitumen 80/[email protected] kg/sqm & rubber powder 5-6 mm stone grit with lime stone power in its cost as per details (rubber powder 10% & lime 5%) speding laying painting including all material labour, T&P etc. required for proper complection of the work. |
| 32 | Labour cess and GST will be paid extra as per Govt. orders. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 27, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 12, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysNov 16, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 16 daysTender Documents
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