GENERAL-RM / 2024-25- RC 2 Phase 2 / One Year RC-Zone XIV-For various PWD Roads under Roads Section- Idukki No II in Idukki District -2 Road stretches for a length of 15.922 Km.-1.Kambilikkandam Thinkalkkadu from Ch.0/000 to Ch.13/022 ____ 2. Vellath

Amount

APPENDIX-A: Initial Rectification Works

OD75523/2024-2025:Procuring and supplying of approved quality ready mix cold bituminous compound or equivalent to each section stores for pot hole filling works in various roads under PWD Roads Division Idukki, including cost , conveyance , loading , unloading charges etc.

OD75524/2024-2025:Engaging Man Mazdoor for removing /Clearing the rubbish, laying shelmac ( cold bituminous mix compound )and other aligned activities etc.

OD75526/2024-2025:Providing Vinyl sticker including lettering and Printing to already installed DLP board of Running contract work

APPENDIX-B: Premonsoon Works

2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area

OD75512/2024-2025:Tipper engaged for disposal of serviceable and unserviceable material.

OD75513/2024-2025:Excavator engaged for clearing blocked up vent way of culvert, drains and cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections as per the direction of departmental officers.

OD75514/2024-2025:Engaging Man Mazdoor for removing /Clearing the rubbish and other aligned activities etc.

APPENDIX-C: Preventive Maintenance Works

OD75517/2024-2025:Conducting and Reporting Routine Inspections for the entire length of the Project Road frequency of 7 days throughout the agreement period of the Running Contract as directed by the departmental officers at site Additional RI may be required in response to reports of complaints from the police, other authorities and the public as a result of major incidents, typhoon or flooding damages etc and are not measurable/ payable. A proportion of the RI should be carried out either during or immediately following a period of weather.

55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.

55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.

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.

OD75515/2024-2025: Mixed Seal Surfacing - Manual means - Type A - Bitumen VG 30 - Providing, laying and rolling of close graded premix surfacing material of 20 mm thickness composed of 0.9 mm to 11.2 mm (type A) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grade as per technical specification.

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

OD75516/2024-2025:Procuring and supplying of approved quality ready mix cold bituminous compound or equivalent to each section stores for pot hole filling works in various roads under PWD Roads Division Idukki, including cost , conveyance , loading , unloading charges etc.

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

4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method

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.A:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M15 ( Without formwork)

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.

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

APPENDIX-D: Emergency works

OD75519/2024-2025:Engaging Man Mazdoor for removing /Clearing the rubbish and other aligned activities etc.

OD75520/2024-2025:Tipper engaged for disposal of serviceable and unserviceable material.

OD75521/2024-2025:Excavator engaged for clearing blocked up vent way of culvert, drains and cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections as per the direction of departmental officers.

M.SEKHAR (BID ID -1988705)

Mathew Kurian (BID ID -1985978)

P I VARGHESE (BID ID -1988583)

Bidder Name

sibi george

Mathew Kurian

P I VARGHESE

M.SEKHAR