LAC-ADS-(2023-24), Mankada LAC, Work Proposed By Hon. MLA Shri. MANJALAMKUZHI ALI (ID 20039) - Mankada Grama Panchayath 5 road works -General Civil Work

Amount

APC Pallipadi Pantalamkuzhi Colony - Pump House Road Tarring

OD124722/2024-2025:Surface dressing of the ground including removing vegetation and in equalities not exceeding 15cm deep and disposal of rubbish lead up to 50m and lift up to 1.5m

OD124723/2024-2025:Filling with quarry muck- Fillng up low lying and water logged areas with local material/ quarry muck ,spreading in layers,levelling the top at site and consolidation by ramming , etc complete for improving the CBR value of subgrade

4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead

5.1.1a:Prime Coat :- Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

5.2.3a:Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) 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 grades as per Technical Specification Clause 509 By Manual Means :- Type A (II) Bitumen (S-65)

OD124724/2024-2025:Providing and fixing Granite of any colour and shade for Name board , of required size,laid over base of cement mortar 1:4 (1 cement : 4 coarse sand), Including all charges etc complete at all levels, Including lettering and amp ; fixing

Thavalachikkayatam Muttathil Road Tarring

OD124726/2024-2025:Surface dressing of the ground including removing vegetation and in equalities not exceeding 15cm deep and disposal of rubbish lead up to 50m and lift up to 1.5m

OD124727/2024-2025:Filling with quarry muck- Fillng up low lying and water logged areas with local material/ quarry muck ,spreading in layers,levelling the top at site and consolidation by ramming , etc complete for improving the CBR value of subgrade

4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead

5.1.1a:Prime Coat :- Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

5.2.3a:Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) 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 grades as per Technical Specification Clause 509 By Manual Means :- Type A (II) Bitumen (S-65)

OD227302/2024-2025:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)

OD124728/2024-2025:Providing and fixing Granite of any colour and shade for Name board , of required size,laid over base of cement mortar 1:4 (1 cement : 4 coarse sand), Including all charges etc complete at all levels, Including lettering and amp ; fixing

Kozhiparamba Kallengalthodi Cholakal Road

OD124718/2024-2025:Surface dressing of the ground including removing vegetation and in equalities not exceeding 15cm deep and disposal of rubbish lead up to 50m and lift up to 1.5m

OD124719/2024-2025:Filling with quarry muck- Fillng up low lying and water logged areas with local material/ quarry muck ,spreading in layers,levelling the top at site and consolidation by ramming , etc complete for improving the CBR value of subgrade

OD124720/2024-2025:Providing plain cement concrete for road work CC 1:2:4( 1 Cement: 2 fine aggregate : 4 course aggregate) laid to required slope and camber in panels@3mc/c) as required including compaction, finishing and tamping etc complete . max size of course aggregate not exceeding 25mm,mixed in concrete mixer etc complete as per specification(i) Nominal mix(1:2:4)

OD124721/2024-2025:Providing and fixing Granite of any colour and shade for Name board , of required size,laid over base of cement mortar 1:4 (1 cement : 4 coarse sand), Including all charges etc complete at all levels, Including lettering and amp ; fixing

Oorakkottu Kunn Poolakal Road

OD124732/2024-2025:Surface dressing of the ground including removing vegetation and in equalities not exceeding 15cm deep and disposal of rubbish lead up to 50m and lift up to 1.5m

OD124733/2024-2025:Filling with quarry muck- Fillng up low lying and water logged areas with local material/ quarry muck ,spreading in layers,levelling the top at site and consolidation by ramming , etc complete for improving the CBR value of subgrade

OD124734/2024-2025:Providing plain cement concrete for road work CC 1:2:4( 1 Cement: 2 fine aggregate : 4 course aggregate) laid to required slope and camber in panels@3mc/c) as required including compaction, finishing and tamping etc complete . max size of course aggregate not exceeding 25mm,mixed in concrete mixer etc complete as per specification(i) Nominal mix(1:2:4)

OD124735/2024-2025:Providing and fixing Granite of any colour and shade for Name board , of required size,laid over base of cement mortar 1:4 (1 cement : 4 coarse sand), Including all charges etc complete at all levels, Including lettering and amp ; fixing

Valambur Vellarampara Azhuvalapil Road

3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

OD228808/2024-2025:Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site

11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20

OD228866/2024-2025:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil

OD228865/2024-2025:Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, levelling the top at site and consolidation by ramming, etc complete for improving the CBR value of sub grade

OD228864/2024-2025:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)

OD228948/2024-2025:Providing and fixing Granite of any colour and shade for Name board,of required size laid over base of cement morter 1:4 (1 cement : 4 coarse sand), Including all charges etc complete at all levels, Including lettering, fixing.

Alipadi Mundakkalpady Njarakad Road

3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

OD238957/2024-2025:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 Nominal mix 1:3:6

12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)

OD238833/2024-2025:Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, levelling the top at site and consolidation by ramming, etc complete for improving the CBR value of sub grade

4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead

5.1.1a:Prime Coat :- Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

5.2.3a:Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

5.2.1a:Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.

5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. (B) 75 mm thick :- (II) Bitumen (S-65)

5.11.2.B.2a:Mix Seal Surfacing - Mechanical Means - Type B - Bitumen S-65 Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) 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 grades as per Technical Specification Clause 509 By Mechanical Means :- Type B (II) Bitumen (S-65)

OD240304/2024-2025:Providing and fixing Granite of any colour and shade for Name board,of required size laid over base of cement morter 1:4 (1 cement : 4 coarse sand), Including all charges etc complete at all levels, Including lettering, fixing.

Fazil Ahammed P (BID ID -2110559)

ABDUL RASHEED P (BID ID -2121823)

Bidder Name

MOHAMMED SHAMEER K.

ABDUL RASHEED P

Fazil Ahammed P