Tender For Annual Plan-Harippad Block Panchayath 2023-24. Muthirathara Nh Roadin Karuvatta Gp-Pro.No. 111/24-General Civil Work, haripad-Kerala

Tender For Annual Plan-Harippad Block Panchayath 2023-24. Muthirathara Nh Roadin Karuvatta Gp-Pro.No. 111 / 24-General Civil Work; 1 Road Retarring 2 Od46208 / 2023-2024:Surface Dressing Of The Ground In All Kinds Of Soil, Including Removing Vegetations And In Equaties Not Exceeding 15Cm Deep And Disposal Of Rubbish Lead Up To 50Cm And Lift Up To1.20 M 3 Od46146 / 2023-2024:Construction Of Subgrade And Earthen Shoulders &Lt:Br≫Construction Of Subgrade And Earthen Shoulders With Approved Material Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacted To Meet Requirement Of Table 300.2 With Lead Upto 1000M As Per Technical Cluase 303.1 With Power Roller 4 Od45988 / 2023-2024: Od759 / 2022-2023 :Granular Sub-Base / Base / Surface Course With Local Materials ( Table 400.13 ) By Mix In Place Method Normal. Construction Of Granular Sub-Base By Providing Local Material Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Once And Compacting With Smooth Wheel Roller To Achieve The Desired Density Complete As Per Clause 401.4 As Per Technical Specification Clause 408 5 4.9:Wet Mix Macadamproviding, 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 6 75.5.1.1Pb:Prime Coat - Low Porosity - With Packed Bitumen Ratesproviding 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 7 75.5.2.3Pb:Tack Coat - With Packed Bitumen Ratesproviding 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. 8 75.9.3.Pa:Plastic Roads - Bitumen S-65 Plastic Roads- Bulk Bitumen Rate 20Mmthick Open-Graded Premix Carpet Using Bituminous ( Penetration Grade / Modifiedbitumen ) Binder - Bitumen S-65 - Bulk Bitumen And Shredded Plastic Providing, Laying And Rolling Of Open-Graded Premix Carpet Of 20 Mm Thicknesscomposed Of 13.2 Mm To 5.6 Mm Aggregates Either Using Penetration Grade Bitumen Oremulsion To Required Line, Grade And Level To Serve As Wearing Course On A Previouslyprepared Base, Using Hm Plant Attached With Open Pugmilll.Heating Of Aggregate At 150Degree Celsius To 170 Degree Celsius, Then Transferring The Hot Aggregate To Pugmill Andadd Shredded Plastic @10.22 Kg / 100M2 Mixing Well To Form A Uniforth Thin Layer Of Plasticover-Hot Aggregate And Adding Hot Bitumen ( 150 To 165 Degree Celsius ) @ 13.578Kg / 10M2 And Mix Well, Laying And Rolling With A Three Wheel 80-100 Kn Static Rollercapacity, Finished To Required Level And Grades To Be Followed By Seal Coat Of Either Typea Or Type B Or Type C As Per Technical Specification Clause 508 Case - I Bymanual Means ( Ii ) Bi Umen ( 5-65 ) , Including Supplying And Stacking Of Materials. 9 75.5.12.A.3.2Pb:Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Ratesproviding And Laying Seal Coat Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall Using Type A, Type B And Type C As Per Technical Specification Clause 510A. By Manual Meanscase Iii : Type C ( Ii ) Bitumen ( S-65 ) 10 Od45989 / 2023-2024:Supplying And Fixing Nameboard 11 75.8.1.1.A: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 )

INR 2760 /-

INR 27023.0 /-

INR 10.80 Lakhs /-

Work Name:Annual Plan-Harippad Block Panchayath 2023-24. Muthirathara NH roadin Karuvatta GP-Pro.no. 111/24-General Civil Work

Sl. No.	Item Description
1	Road retarring
2	OD46208/2023-2024:Surface dressing of the ground in all kinds of soil,including removing vegetations and in equaties not exceeding 15cm deep and disposal of rubbish lead up to 50cm and lift up to1.20 m
3	OD46146/2023-2024:Construction of subgrade and earthen shoulders &lt:br>Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads,transporting to site,spreading,grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000m as per Technical Cluase 303.1 with power roller
4	OD45988/2023-2024: OD759/2022-2023 :Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408
5	4.9:Wet Mix MacadamProviding, 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
6	75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen RatesProviding 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
7	75.5.2.3pb:Tack Coat - With Packed Bitumen RatesProviding 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.
8	75.9.3.pa:Plastic Roads - Bitumen S-65 Plastic roads- Bulk Bitumen Rate 20mmthick Open-Graded Premix Carpet using Bituminous (penetration grade/modifiedbitumen) Binder - Bitumen S-65 - Bulk Bitumen and Shredded Plastic Providing, laying and rolling of open-graded premix carpet of 20 mm thicknesscomposed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen oremulsion to required line, grade and level to serve as wearing course on a previouslyprepared base, using HM Plant attached with open pugmilll.Heating of aggregate at 150degree Celsius to 170 degree Celsius, then transferring the hot aggregate to pugmill andadd shredded plastic @10.22 kg/100m2 mixing well to form a uniforth thin layer of plasticOver-hot aggregate and adding hot bitumen (150 to 165 degree Celsius) @ 13.578Kg/10m2 and mix well, laying and rolling with a three wheel 80-100 kN static rollercapacity, finished to required level and grades to be followed by seal coat of either TypeA or Type B or Type C as per Technical Specification Clause 508 Case - I ByManual Means (II) Bi umen (5-65),including supplying and stacking of materials.
9	75.5.12.A.3.2pb:Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen RatesProviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510A. By Manual MeansCase III : Type C(II) Bitumen (S-65)
10	OD45989/2023-2024:Supplying and fixing Nameboard
11	75.8.1.1.A: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)