Restoration Of Flood Damaged Road From Nilakh Taranipathar To No. 1 Luviachuk Package No- As-04-248 Restoration Of Flood Damaged Road From Nilakh Taranipathar To No. 1 Luviachuk Package No- As-04-248 Under Sdrf Fdr For The Year 2021-22 , Construction Of , Dhemaji-Assam

Restoration Of Flood Damaged Road From Nilakh Taranipathar To No. 1 Luviachuk Package No- As-04-248 Restoration Of Flood Damaged Road From Nilakh Taranipathar To No. 1 Luviachuk Package No- As-04-248 Under Sdrf Fdr For The Year 2021-22 , Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Comp G Actin To Meet Requirement Of Tables 300.1 And 300.2 With A Lead Upto 1000 M As Per Technical Specification Clause 301.5 , By Mix In Place Method : Construction Of Granular Sub-Base By Providing Well Graded Material Spreading In Uniform Layers With Motor Grader On Prepared Surface Mixing By Mix In Place Method With Rotavator At Omc And Compacting With Smooth Wheel Roller To Achieve The Desired Density, Complete As Per Technical Specification Clause 401. I ) For Grading Ii Material. , Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming, Stone Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compactingwbm-Iii , Providing And Laying Interlocking Concrete Block Pavement With M40 Grade Grade Of Concrete Blocks Having Thickness 80Mm As Per Technical Specification Clause 1504 Complete Including Carriage. A ) Including Edge Block / Edge Restraints , Providing And Laying Of Boulder Apron Laid In Wire Crates With 4 Mm Dia Gi Wire Conforming To Is:280 And Is:4826 In 100 Mm X 100 Mm Mesh ( Woven Diagonally ) Including 10 Per Cent Extra For Laps And Joints Laid With Stone Boulders Weighing Not Less Than 25 Kg Each As Per Drawing And Technical Specifications Clause 1301 , Providing And Laying Filter Material Underneath Pitching In Slopes Complete As Per Drawing And Technical Specifications Clause 1302 , Providing And Laying Filter Material Underneath Pitching In Slopes Complete As Per Drawing And Technical Specifications Clause 1302 , Earthwork In Excavation For Structures As Per Drawing And Technical Specifications Clause 305.1 Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material And Disposal Upto A Lead Of 50 M, Dressing Of Sides And Bottom And Backfilling In Trenches With Excavated Suitable Material. , Sand Filling In Foundation Trenches As Per Drawing & Technical Specification , Providing Concrete For Plain / Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 Pcc-M15 , Providing Concrete For Plain / Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 Pcc-M20 , Providing Concrete For Plain / Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 Rcc-M20 , Supplying, Fitting And Placing Tmt ( Fe-500 D ) Reinforcement Bar ( From Primary Producer: Tata / Sail / Esser Steel / Jindal Steel / Shyam Steel / Rinl ) In Foundation Complete As Per Drawings And Technical Specifications Clauses 1000 And 1202 , Providing Concrete For Plain / Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 Pcc-M15 , Supplying, Fitting And Placing Tmt ( Fe-500 D ) Reinforcement Bar ( Other Isi Approved Tmt Reinforcement Bar ( Sai / Biscon / Thermax Or Equivalent ) ) In Foundation Complete As Per Drawings And Technical Specifications Clauses 1000 And 1202 , Providing Concrete For Plain / Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 Pcc-M20 , Providing And Laying Cement Concrete Wearing Course M 30 Grade Including Reinforcement Complete As Per Drawing And Technical Specifications Clauses 800 And 1206.3 , Providing Pressure Relief Pipes 100 Mm Dia In Bottom Slab Of Box Cell On A Filter Media Base Of 500 Mm X 500 Mm As Per Drawing And Technical Specification Clause 1205.5.7 , Providing And Laying Curtain Walls Complete As Per Drawing And Technical Specification Clause 1304 , Construction Of Flexible Apron 1 M Thick Comprising Of Loose Stone Boulders Weighing Not Less Then 25 Kg Beyond Curtain Wall , Backfilling Behind Abutment Wing Wall And Return Wall Complete As Per Drawing And Technical Specification Ii Sandy Material. , Providing Weepholes In Brick Masonry / Stone Masonry, Plain / Reinforced Concrete Abutment, Wing Wall, Return Wall With 100 Mm Dia Ac Pipe Extending Through The Full Width Of The Structures With Slope Of 1 ( V ) :20 ( H ) Towards Drawing Face Complete As Per Drawing And Technical Specification Clauses 614, 709, 1204.3.7 , Construction Of Rcc Railling Of M30 Gradecast In Situ Grade With 20Mm Nominal Size Aggregrate True To Lie And Grade Tolerance Of Vertical Rcc Post Not To Exceed 1.500C / C Spacing A ) With Crushed Stone

INR 1000 /-

INR 61008.0 /-

INR 30.50 Lakhs /-

Name of Work:Repairs and Restoration of Flood damaged Road from Nilakh Taranipathar to No. 1 Luviachuk (Package No- AS-04-248) under SDRF (FDR) for the year 2021-22 in 114 Jonai (ST) LAC under Jonai Territorial Road Division in Dhemaji District. (Package No. JT/SDRF/2021-22/37)

Sl. No.	Item Description
1	Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and comp g actin to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
2	By mix in place method : Construction of granular sub-base by providing well graded material spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401. i) For Grading II Material."
3	Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compactingWBM-III
4	Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. a) Including Edge block/ Edge restraints
5	Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
6	Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
7	Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
8	Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
9	Sand Filling in Foundation Trenches as per Drawing & Technical Specification
10	Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC-M15
11	Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC-M20
12	Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 RCC-M20
13	Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
14	Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC-M15
15	Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
16	Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC-M20
17	Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
18	Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and technical specification Clause 1205.5.7
19	Providing and laying curtain walls complete as per drawing and technical specification Clause 1304
20	Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less then 25 kg beyond curtain wall
21	Backfilling behind abutment wing wall and return wall complete as per drawing and Technical specification II Sandy material.
22	Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
23	Construction of RCC railling of M30 gradecast in situ grade with 20mm nominal size aggregrate true to lie and grade tolerance of vertical RCC post not to exceed 1.500C/C spacing A)With Crushed Stone