Providing drainage on Payyoli Perambra road infront of Nochad Veterinery Hospital at Kalpathur Drainage provision on Payyoli Perambra road at Klpathur

Amount

Drainage work

2.1.1:Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. Girth from 300 mm to 600 mm

2.1.2:Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. Girth from 600 mm to 900 mm

2.1.3:Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. Girth from 900 mm to 1800 mm

OD131509/2023-2024:Excavation in Hard rock with fissures / Boulders (more than 2 Cum in size and - (unpoclainable) by chiseling/ wedging/breaking by use of approved chemicals such as Accusin or equivalent, to the required level & depth including all leads and lifts, stacking excavated material within plot at approved location and carting away un serviceable material outside the site as directed, de-watering of both ground and surface water, removal of slurry generated while excavation and keeping the area free of water with necessary shoring, strutting, stepping, dressing, grading required for keeping earth in position, excavating loose pockets and compacting them after back filling as directed etc. as per detailed specification and conforming to safety rules during progress of the work, and to any depths below ground level.Note: In the case of Hard rock / Hard rock / Boulders, if required by the OWNERS ENGINEER / ARCHITECTS, the excavated material shall be properly stacked or disposed of in places as directed.Excavation in hard rock shall not commences unless occurence of hard rock is shown to OWNERS ENGINEER / ARCHITECTS and agreed upon. Only thereafter excavation in hard rock can commence. Rate to include all royalties, Seignorage, taking statutory approvals as necessary to carry out the works etc., complete

3.8.B:Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. Manual Method

12.1.B.1: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 and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means

12.4: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.

12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15

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

12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)

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

OD131510/2023-2024:Engaging excavator

13.9.A:Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material

MADATHUMBHAGAM LABOUR CONTRACT CO-OPERATIVE SOCIETY

Bidder Name

SUJESH K K

MADATHUMBHAGAM LABOUR CONTRACT CO-OPERATIVE SOCIETY