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15,989 results • Best match
Work of installing iron mesh on both sides of Parasari bridge
eProcurement System Government of Madhya Pradesh Created By: Ravi Prakesh Shrivastava Created Date/Time: 19-Feb-2026 01:04 PM Tender Title: Work of installing iron mesh on both sides of Parasari bridge Tender ID: 2026_UAD_475830_1
Renewal with General Repair of Sunnaur bridge to sundari link road FY 2026-27
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2
Patch Repair of SH Roads, Road Marking, km Stone, and Painting of Bridge / Culverts
eProcurement System Government of Uttar Pradesh Created By: RAGHVENDRA SINGH Created Date/Time: 20-May-2026 11:52 AM Tender Title: Patch Repair of SH Roads, Road Marking, km Stone, and Painting of Bridge / Culverts Tender ID: 2026_CEUCZ_1146258_9
Permanent Restoration for Construction of Ganpat Bridge to Khellani.
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: 1 meter from cutting edge All kinds of soil
Construction of temporary abutment for Bailey Bridge at Chadoora.
eProcurement System Government of Jammu And Kashmir Created By: ABDUL QAYOOM DAR Created Date/Time: 29-Dec-2025 02:34 PM Tender Title: Construction of temporary abutment for Bailey Bridge at Chadoora. Tender ID: 2025_PWDJK_298616_1
CONSTRUCTION OF BRIDGE ON BARSAATI NALLAH IN VILLAGE GOKALGARH
[18.40]Supplying and laying of drainage composite for use behind walls, between two different fills, alongside drains of road, below concrete lining of canals etc. Geocomposite for planar drainage, realized by thermo bonding a draining core in extruded monofilaments with two filtering nonwoven geotextile that may also be working as separation or protecting layers. The draining three dimensional core will have a “W” configuration as longitudinal parallel channels. Minimum thickness to be 7.2mm, with two filtering UV stabilized polypropylene nonwoven geotextile of minimum thickness of 0.75mm characteristic opening size (O90) of 110 micron and tensile strength of 8.0 kN/m that will be working as separation or protecting layer, Geocomposite having in plane flow capacity of 2.1 L / (m.s) at hydraulic gradient of 1.0 and 20 kPa pressure and tensile strength of 18 kN/m , with mass per unit area of 740 gsm, supplied in the form of roll for easy transportation to site of work as per detailed specification all complete as per directions of Engineer in charge. [Through Rate]