TN No 4 2025 26 SDO Dated 12.08.2025

Dismantling, salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc., for RCC slab

Dismantling, salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc., for Plain Cement Concrete

Earthwork excavation in all classes of soils, except rock, not requiring blasting and depositing on bank,with all leads and lifts as per SS 20B,Including all other incidental charges such as bailing out water,shoring, strutting, walling & forming protective bunds wherever necessary ,etc., complete, as per relevant standard specifation, for DRESSING THE BED UP TO SILL LEVEL (RL(+) 97.360)as per section 300 of MORTH specification (V Revision) and Is 1200:1992 Part 1 (IV Revision) for HLB

Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank,with all leads and lifts as per SS 20B,Including cost of all labour, equipments and all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams sheeting, shoring, bracing,and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete , for PILE CAP UNDER PIERS AND ABUTMENTS FOR FOUNDATION as per Section 300 of MoRT & H specifications (V Revision) (including 600 mm from the face of foundation as per Cl. 4.2.5.1 of IS: 1200 (Part 1) - 1992.) For HLB and RCC Retaining wall

Earthwork excavation in all classes of soil except soft rock not requiring blasting and hard rock requiring blasting and depositing on bank with all leads and lifts, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for foundation of Box culverts and Revetment

Providing and driving in position permanent M.S liners 6mm thick for piles from bottom of pilecap as per cl.709.1.4 of IRC : 78 - 2014 including cost and liners and fabricating, welded construction with consumable, labour and plants and driving to be left peramnently with the pile shaft as per the requirement and as per standard specification and placing them in position with all leads and lifts etc. complete as per Section 1100 & 1600 of MoRT & H specification (V Revision) for HLB

Providing and driving in position permanent M.S liners 6mm thick for piles from bottom of pilecap as per cl.709.1.4 of IRC : 78 - 2014 including cost and liners and fabricating, welded construction with consumable, labour and plants and driving to be left peramnently with the pile shaft as per the requirement and as per standard specification and placing them in position with all leads and lifts etc. complete as per Section 1100 & 1600 of MoRT & H specification (V Revision) for RCC Retaining wall

Providing Reinforced Cement Concrete of grade M-35 grade (Design Mix)using 20mm ISS HBG metal cast-in-situ bored piles of 1200 mm diameter as per CI.709.1.9. of IRC: 78-2014, conveyance of all materials to site and cement at site but excluding cost and fabrication of steel including placing of reinforcement in positio before concreting setting up piling equipment, Shifting the same from one pile location to anthor pile location dismantaling and including all labour for boring through all soils, leading the excavated earth to a distance 200m including forming of fworking platform over the river bed for accommodating piling equipment forming approaches to the working platform, mixing concrete, filling it in position by tremie pipe, cutting of pile head to cut-off level for casting pilecap, including diversion of water course if necessary and all other incidental charges tec., complete as per standard specifications, forming and maintaning protective bunds and all other incidental charges etc....complete for PILES BELOW ABUTMENTS AND PIERS as per section 1100 & 1700 of MoRT & H specification (V Revision) for HLB

Providing Reinforced Cement Concrete of grade M-35 grade (Design Mix)using 20mm ISS HBG metal cast-in-situ bored piles of 750mm diameter as per CI.709.1.9. of IRC: 78-2014, conveyance of all materials to site and cement at site but excluding cost and fabrication of steel including placing of reinforcement in positio before concreting setting up piling equipment, Shifting the same from one pile location to anthor pile location dismantaling and including all labour for boring through all soils, leading the excavated earth to a distance 200m including forming of fworking platform over the river bed for accommodating piling equipment forming approaches to the working platform, mixing concrete, filling it in position by tremie pipe, cutting of pile head to cut-off level for casting pilecap, including diversion of water course if necessary and all other incidental charges tec., complete as per standard specifications, forming and maintaning protective bunds and all other incidental charges etc....complete for PILES BELOW ABUTMENTS AND PIERS as per section 1100 & 1700 of MoRT & H specification (V Revision) for RCC Retaining wall

Plain Cement Concrete - M15 (Nominal mix ) using 40mm ISS metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying compacting, curing concrete, Tools and Plants and incidential charges etc., complete as per section 1100 of MoRT&H specification (V Revision) for LEVELLING COURSE BELOW FOUNDATION for RCC Retaining wall and Revetment and Concrete Shoulder and Chute as per section 1500, 1700 & 2200 MoRT&H specification (V Revision).