GENERAL-FDR-2025-26-Providing Inter locking tile work and drain in Kochal Karingathuruth Road at ch 0/500 of North Paravur Roads Section-General Civil Work- General Civil Work

Amount

Drain and tile work

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)

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.

OD191150/2025-2026:Plain/Reinforced Cement concrete in open foundation, Drawing and Technical specificationsPCC Grade M15 20mm aggregate (Without form work)

OD191152/2025-2026:Plain/Reinforced Cement concrete in open foundation, Drawing and Technical specifications PCC Grade M15 (with formwork and 20mm nominal aggregates)

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

OD76183/2024-2025:Man mazdoor engaged for cleaning the site, lifting slabs, placing new slabs etc. complete

3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means

4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.

12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)

E V NIPIN (BID ID -2427204)

sivadasan.m.s (BID ID -2427357)

Bidder Name

sivadasan.m.s

vinu sivadas

E V NIPIN