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Construction of 3x18.75 m span RCC Bridge on well foundation, Approach road, Additional Approach and Protection work over Kalyani River at Shahpur Murarpur(Koylaha)-Sultanpur link road in district Barabanki.
Construction of KC drain side of road.Class - 150 brick work in 1:3 cement and coarse sand mortar in foundation and plinth i/c pointing with 1:3 cement sand mortar i/c providing and laying base cement concrete in proportion 8:4:1 (eight part 4cm. guage approved brick ballast: four part approved coarse sand : one part cement ) curing complete , including supply of all materials , labour and T & P required for proper completion of work as per drawing attached. S.I. No.-251 + 275 + 307 + NBO 17.120
Construction work of 3 X 6 m span box culvert in place of the previously constructed damaged small bridge on the rainy drain at Km-2 of Ramkola Mathouli road in Kushinagar district
eProcurement System Government of Uttar Pradesh Created By: Jainoo Ram Created Date/Time: 30-Dec-2025 04:25 PM Tender Title: Construction work of 3 X 6 m span box culvert in place of the previously constructed damaged small bridge on the rainy drain at Km-2 of Ramkola Mathouli road in Kushinagar district Tender ID: 2025_CEGKP_1096925_1
Construction of Rugulator cum Bridge at Muttikkal Attathara Road in Kottappuram Vllage across Wadakkanchery river SH5 in Muttikkal of Thalappally Taluk in Thrissur District
With Batching Plant, Transit Mixer and Concrete Pump Ì12.4: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.ÛOD28655/2024-2025:DR Packing under foundation- dry stone packing under foundation with departmental stone including conveyance of material and labour charge etc complete as per direction of departmental officers at siteÔOD34518/2025-2026:Providing and laying of Filter media with departmental stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.éOD28661/2024-2025:Providing & making Gabion structure with departmental stone Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ± 2%) Zinic+PVC coated, Mesh wire diameter2.7/3.7mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per directions of Engineer-in-charge. Details cost of one Gabion box/Crates of size 2mx1mx1m = 2 cumÈ13.5.E.p.2:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M20 - With Batching Plant, Transit Mixer and Concrete Pump - Height upto 5m È13.5.F.P.2:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M25 - With Batching Plant, Transit Mixer and Concrete Pump - Height upto 5m Ê13.5.E.q.2:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M20 - With Batching Plant, Transit Mixer and Concrete Pump - Height 5m to 10m É13.5.C.q.2:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specification PCC Grade M25 - using Batching Plant, Transit Mixer and Concrete Pump - Height 5m to 10m·14.1B.2:Furnishing and Placing Reinforced Cement Concrete Grade M25 Using Batching Plant, Transit Mixer and Concrete Pump in super-structure as per drawing and Technical Specificationº14.1B.1.1.B:Furnishing and Placing Reinforced Cement Concrete Grade M25 Using Concrete Mixer as per drawing and Technical Specification. For solid slab super-structure - Height 5m to 10m12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical SpecificationsMT13.6:Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications14.2:Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specificationsi14.7:Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, center to center spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.RMH14.9:Drainage Spouts complete as per drawing and Technical specificationnosOD28660/2024-2025:Providing and laying of a strip seal expansion joint catering to maximum horizontal movement up to 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorized representative ensuring compliance to the manufacturer's instructions for installation (14.22)<br><br>OD6007/2025-2026: Finishing walls with water proofing cement paint of required shade: New work (Two or more coats applied @ 3.84 kg/10 sqm) sqm14.4:Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications.ñOD28658/2024-2025:FRP SHUTTERS - Supplying and fixing FRP Channels of "C" profile and sill beam size 100x100x100 mm with flange of 50 to 75mm depth in the grooves already arranged and as per the direction of departmental .officers.*OD28657/2024-2025:FRP SHUTTERS - Supplying and fixing FRP shutters of suitable size to with stand the design and max water pressure as prescribed by the departmental officer and installing the FRP channels provided in the grooves already arranged and as per the direction of departmental .officers. Appendix B- Side ProtectionßOD34520/2025-2026:Construction of coffer dam for the construction of the side protection with required breadth and height, maintaining the cofferdam during construction and removing after construction etc complete (contractor should submit the working drawing with necessary details of cofferdam and get approval of Engineer in charge before construction.All provisions
Geotechnical Investigation for the work, Construction of 1 no. R.C.C. Bridge over Kubai river at Mouza Akmura Dharasol, in Block PS Keshpur, Dist. Paschim Medinipur in connection with Ghatal Master Plan.
CONSTRUCTION WORK OF 3X4X4 M SPAN BOX CULVERT IN PLACE OF THE DILAPIDATED BRIDGE OF IRRIGATION DEPARTMENT BUILT AT KM-1 OF KHAMRIYA SHUKL LINK ROAD IN BAHRAICH DISTRICT VIDHANSABHA-MAHSI
eProcurement System Government of Uttar Pradesh Created By: AJAY BHASKAR Created Date/Time: 22-Apr-2026 12:38 PM Tender Title: CONSTRUCTION WORK OF 3X4X4 M SPAN BOX CULVERT IN PLACE OF THE DILAPIDATED BRIDGE OF IRRIGATION DEPARTMENT BUILT AT KM-1 OF KHAMRIYA SHUKL LINK ROAD IN BAHRAICH DISTRICT VIDHANSABHA-MAHSI Tender ID: 2026_CEDPW_1131890_1
Special Repair and Construction of C.C. road and drain in abadi portion of Amredi to Basti Nagla approach Road, additional approach road between Dabri Nala Bridge in Distt. Shahjahanpur Fin. Year 2025-26
eProcurement System Government of Uttar Pradesh Created By: RATHIN SINHA Created Date/Time: 10-Dec-2025 08:06 PM Tender Title: Special Repair and Construction of C.C. road and drain in abadi portion of Amredi to Basti Nagla approach Road, additional approach road between Dabri Nala Bridge in Distt. Shahjahanpur Fin. Year 2025-26 Tender ID: 2025_CEBLY_1085694_1