SLTF works 2020 21 construction of retaining wall and raising at floded paddy at Cheloor vaka road

Amount

budget

2.5.1.A:Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately Bituminous courses - By Manual Means

od20542/2020_2021/RD:Supplying and spreading special granular material/moorum in the eroded portions of BT edge ,deep pot holes and low level berms as per the direction of the deptl .officers at site including cost of materials ,conveyance and labour charges etc complete.

4.1.A.1:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I - Plant Mix Method

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.

5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

OD11164/2021-2022:Providing, laying and rolling of close-graded premix carpet surfacing Mixed seal surfacing case I,Type A-By manual means- Providing, laying and rolling of close-graded premix surfacing of 20 mm thickness composed of 11.2 mm to 0.09 mm(morthM041) (Type-A) aggregates using penetration grade bitumen ( VG - 30) at 22 kg of bitumen per 10 m2 (morth 5.11.1 Type A)to the required line, grade and level on a previously prepared base including mixing in a suitable plant., laying and rolling with a three wheeled static roller 80-100 KNcapacity, and finishing to required level and grade by manual means

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.

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

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

MOHAMMED IRFAN K H

DAVIS N P

MOHAMMED SHEFEEQUE K

JIBY PAUL

MUHSIN MOHAMED

B2S DEVELOPERS

N P MOHAMED MON

sunny varghese

Binuraj

Pavoo Joseph

Bidder Name

Pavoo Joseph

DAVIS N P

N P MOHAMED MON

sunny varghese

DONSON N.A

MOHAMMED IRFAN K H

JIBY PAUL

MUHSIN MOHAMED

Binuraj

MOHAMMED SHEFEEQUE K

B2S DEVELOPERS