SR-2024-25-Providing drainage and footpath on Muliyangal kaithakolly road between km 5/200 to 6/500-General Civil Work

Amount

Drainge ,foot path and Retaining wall

3.13.1.B: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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m)

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. <br> Girth from 600 mm to 900 mm

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.<br> Girth from 300 mm to 600 mm

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. <br> PCC Grade M15 <br>

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

OD32236/2024-2025: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 serviceable material at the site 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. as directed by the departmental officers

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.<br> Manual Method<br>

LEZLY JOHN (BID ID -2026766)

Madhu Kumar V P (BID ID -2024011)

Bidder Name

Madhu Kumar V P

REJIJOSEPH K

LEZLY JOHN