GENERAL Construction of drain in Parayanvila Kazhiyoor Moonumukku Kallumala road For relieving water stagnation

Amount

Drain

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)

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

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.

OD110465/2021-2022:Lifting and placing existing RCC covering slabs in lines and levels etc complete.

OD110466/2021-2022:Clearing chocked up side drain and conveying the waste materials upto a distance of 5 km by lorry lead as directed by the departmental officers at site.

Covering slabs

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)

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

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

Road work

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.

5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.

55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)

55.3:Supplying and stacking 6mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)

OD110463/2021-2022:Providing 40 mm premixed chipping carpet over BT surface with departmental broken stones after thoroughly cleaning the base with wire brushes, brooms and applying a priming coat of hot bitumen @ 2.5 Kg/10 m2 and spreading the hot premix of 0.32 m3 of 24mm, 0.22 m3 of 12mm departmental metal mixed with 22.08 Kg of bitumen per 10 m2, rolling to dense surface, then spreading the seat coat comprising 0.09 m3 of 6mm metal mixed with 8.64 Kg of bitumen per 10 m2 and rolling again including cost of bitumen , fuel, hire charges, machineries etc complete ( Total usage of bitumen 33.22 Kg per 10 m2) (IRC 3.4.2)

OD110464/2021-2022:Supplying and stacking 24mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)

ANEESH S V

BALARAJ G

ABHISHEK J

Akhil.S.S

Bidder Name

J Raju

ANEESH S V

BALARAJ G

Akhil.S.S

ABHISHEK J