GENERAL-Premonsoon works 2024-25 to various roads under Irinjalakuda roads section Premonsoon works-pre monsoon works -General Civil Work

Amount

Appendix A Pre-monsoon works for DLP roads

2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area

10.11:Removal of earth from the choked hill side drain and disposing it on the valley side manually

55.25:Lifting, conveying and fixing the newly casted RCC covering slabs of any thickness on top of drain in position including all labour charges and miscellaneous expenses etc complete

OD264073/2023-2024:Man engaged for clearing blocked up vent way, clearing of drains, pavement sweeping where required, removal of debris from roads, clearing all types of waste from roads, maintenance of sign board, clearing footpath/ pedestrian area etc.

OD264074/2023-2024:Cutting branches of trees overhanging above the roads, which is harm ful for passengers of girth between 40cm to 60cm including stacking of serviceable materials and disposal of unserviceable material, cost of labour, hire charges of rope and pully etc without making any damages to nearby structures etc complete.

OD264075/2023-2024:Engaging wood cutters for cutting trees which is harmful for road traffic

12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer

12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications

10.2:Maintenance of Earthen Shoulder (filling with fresh soil) Making up the loss of material/ irregularities on the shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.

10.3:Maintenance of Earth Shoulder (stripping excess soil) from the shoulder surface to achieve the approved level and compacting with plate compactor

3.24.A:Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil by mechanical Means to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres)

4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method

OD264259/2023-2024:Engaging tipper for conveying materials to site wherever necessary

GINSON GT

shihab k.a

BRITTO DAVIS

Bidder Name

vinu sivadas

GINSON GT

shihab k.a

BRITTO DAVIS