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Tender For In The Financial Year 2025-26, Under The Pandit Deendayal Upadhyay Yojana, Work Of Widening And Strengthening Of The Road From Km 28 Of Aligarh Ramghat Kalyan Marg (Mdr-105) To Badauli,Suratgarh,Khedia,Rafatpur Road (Odr) From Km 01 (Ch. 0.000 , aligarh-Uttar Pradesh

Public Works Department has published Tender For In The Financial Year 2025-26, Under The Pandit Deendayal Upadhyay Yojana, Work Of Widening And Strengthening Of The Road From Km 28 Of Aligarh Ramghat Kalyan Marg (Mdr-105) To Badauli,Suratgarh,Khedia,Rafatpur Road (Odr) From Km 01 (Ch. 0.000 . Submission Date for this Tender is 24-10-2025. Road Work Tenders in aligarh Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

51442337
Tender For In The Financial Year 2025-26, Under The Pandit Deendayal Upadhyay Yojana, Work Of Widening And Strengthening Of The Road From Km 28 Of Aligarh Ramghat Kalyan Marg (Mdr-105) To Badauli,Suratgarh,Khedia,Rafatpur Road (Odr) From Km 01 (Ch. 0.000
Tender
Indian
Uttar Pradesh
Aligarh
24-10-2025

Tender Details

In the financial year 2025-26, under the Pandit Deendayal Upadhyay Yojana, work of widening and strengthening of the road from Km 28 of Aligarh Ramghat Kalyan Marg (MDR-105) to Badauli,Suratgarh,Khedia,Rafatpur Road (ODR) from Km 01 (Ch. 0.000 to 0.725) (Total Length-0.725 Km) in Atrauli. - Dismantling of existing interlocking tile including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres (existing tile) As per Morth specification No.2.04/202 & including cost of all material, labour, royalty, labour cess and all other taxes but excluding G.S.T 2 Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000 m As per Morth specification No.3.06/301 & including cost of all material, labour, royalty, labour cess and all other taxes but excluding G.S.T 3 Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. As per Morth specification No.3.17/305 & including cost of all material, labour, royalty, labour cess and all other taxes but excluding G.S.T 4 Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 As per Morth specification No.4.01/401 B & including cost of all material, labour, royalty, labour cess and all other taxes but excluding G.S.T 5 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.As per Morth specification No.4.11/404 & including cost of all material, labour, royalty, labour cess and all other taxes but excluding G.S.T 6 Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawingAs per Morth specification No. 6.02/602 & including cost of all material, labour, royalty, labour cess and all other taxes but excluding G.S.T 7 Relaying I shaped precast Interlocking Tiles including 25 mm thick local sand base levelling and dressins of surface to requred level and shape filling joints with local sand all complete work As per sor 2025 S.L. NO 5 & including cost of all material, labour, royalty, labour cess and all other taxes but excluding G.S.T 8 Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the required and utilising the remaining earth locally for road work .Depth up to 3.0m as per morth specification no 3.13/304 B & including cost of all material, labour, royalty, labour cess and all other taxes but excluding G.S.T 9 Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days as per morth specification no 12.04/2100 & including cost of all material, labour, royalty, labour cess and all other taxes but excluding G.S.T 10 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. As per morth specification no 12.08 C Case II (RCC Grade M20) & including cost of all material, labour, royalty, labour cess and all other taxes but excluding G.S.T 11 Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. As per Morth Clause 12.42 /1600 & including cost of all material, labour, royalty, labour cess and all other taxes but excluding G.S.T 12 Supply, fixing & erection of built up Cantärver Structure 6 m span comprising of one vertical posts of 6.00 M height made up of 300 mm NB heavy class MS pipe as vertical member welded with 10 mm MS plate at top & 12 mm MS plate at bottom. The horizontal Truss shall comprise of 50 mm dia heavy clase M. pipe and 40 mm dia heavy M S pipe as bracing à 10 mm 143 plate of bottom for fixing to vertical post as per structure design & drawing with one of wel primer and two coats of synthetic enamel plant. The work includes construction of RCC Foundation of size 0.90-0.90-1.50 m of required depth as per site condition for built up structure inchading Earth work in excavation 100 mm thick Lean Concrete in 1:36 cement coarse sand and 40 mum gagn stume baliast and RCCM25 grade cuncrete including supply and fixing of 25 mum die Foundation Bolts 600 mm long as per provision of structure design including cost of reinforcement & shuttering. The lateral vertical clearances and complete installation work shall be as per reirvant clauses of MORTSH specification section 800 and IRC 67: 2017 complete in all respect The Rates shall include cuet of design fabrication, supply, transportation Local shifting Erection of Signage structure using crane, inclusive of all tanes etc. all Th machine, material and labour required for proper completion of warkoper direction of Engineer-in-charge & including cost of all material, labour, royalty, labour cess and all other taxes but excluding G.S.T 13 Providing is fixing of reflective eigne with a corrosion resistant 4 mm the with 0.4 0.5mm batekin aluminum composite panel lace to be hilly covered with High Intensity prismatic sheeting type IV as per IRC. 67:2013 reflective sheeting with back frame MS angle of 35-35-5 mm Legends, letters, numeris and borders etc should be as per MORTH speciestion No-801.3.7 The sheeting shall have a pressure sensitive of the aggressive tack type requiring no heat. Solvent other preparation for adhesion to smooth clean surface, in a manner mmended by the sheeting mamufacturer. The ACM (Aluminium Composite Materias shall be faed on the Back frame MS Angle with riveting. Micro matic type IV Retro reflective sheeting confirming to ASTM D4956-09 shall be Pressure fland. The Retro reflective sheeting shall be tested for a certificate of having the sherting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact , pecular gloss and fungus resistance, 3 years outdoor weathering and the having passed these tests shall be obtained from International/Government Laboratory Institute by the manufacturer of the shunting and in case the certificate is obtained from international condition, it shid al betained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming ASTM Specification (D4956-09) on artificial accelerated weathering reputed laboratory in India can be accepted provisionally. the Empyer/Client, if so desires, could seek for perforapacenter which would be reirased after receipt of certificate ting therequent of those years outdoor weathering of the sheeting as SRCE:2013& Proud of the same Report shall be uploaded which quoting The rateshall inchade all materials, labour, TAP, transportation antals all compite as per direction of the Engineer-in-Charg (Double side) & including cost of all material, labour, royalty, labour cess and all other taxes but excluding G.S.T 14 Routine Maintenance of road for 05 Years after the competion of work (Vide shasanadesh No. 17/2024/सा0-113/23-1-2024-23-1099/113/2023 Dated 16.01.2024 & letter No. 36890C/RMC/Mool-23-24 Dated 17.02.2024 of ENC PWD. Rate Excluding of G.S.T.)1-1st Year @ Nill

Key Value

Document Fees
INR 2354 /-
EMD
INR 950000.0 /-
Tender Value
INR 1.50 Crore /-

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