Maintenance Of Roads From Pappu Nallah To Itanagar Via Jollang , Itanagar ( Chaingae 0 . 00 To 7 . 00Km ) Maintenance Of Roads From Pappu Nallah To Itanagar Via Jollang , Itanagar ( Chaingae 0 . 00 To 7 . 00Km ) , Itanagar-Arunachal Pradesh

Maintenance Of Roads From Pappu Nallah To Itanagar Via Jollang , Itanagar ( Chaingae 0 . 00 To 7 . 00Km ) Maintenance Of Roads From Pappu Nallah To Itanagar Via Jollang , Itanagar ( Chaingae 0 . 00 To 7 . 00Km ) , Sh: Pothole Repairing , Clearing And Grubbing Road Land . ( Clearing And Grubbing Road Land Including Uprooting Rank Vegetation , Grass , Bushes , Shrubs , Saplings And Trees Girth Up To 300 Mm , Removal Of Stumps Of Trees Cut Earlier And Disposal Of Serviceable Materials And Stacking Of Serviceable Material To Be Used Or Auctioned Up To A Lead Of 1000 Metres Including Removal And Disposal Of Top Organic Soil Not Exceeding 150 Mm In Thickness . ) , Filling Pot- Holes And Patch Repairs With - Bituminous Concrete , 40Mm . ( Removal Of All Failed Material , Trimming Of Completed Excavation To Provide Firm Vertical Faces , Cleaning Of Surface , Painting Of Tack Coat On The Sides And Base Of Excavation As Per Clause 503 , Back Filling The Pot Holes With Hot Bituminous Material As Per Clause 504 , Compacting , Trimming And Finishing The Surface To Form A Smooth Continuous Surface , All As Per Clause 3004 . 2 ) /For Grading Ii Material , Sh: Clearance Odf Hill Side Drain & Earthen Shoulder , Hill Side Drain Clearance ( Removal Of Earth From The Choked Hill Side Drain And Disposing It On The Valley Side Manually ) , Maintenance Of Earthen Shoulder ( Filling With Fresh Soil ) ( Making Up Loss Of Material/ Irregularities On Shoulder To The Design Level By Adding Fresh Approved Soil And Compacting It With Appropriate Equipment . ) , Sh: Extension Of Box Culver 4X4m At Ch-5 . 00Km , Excavation For Structures ( 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 /Ordinary Soil/Manual Means/Above 6 M Depth , Pcc 1:3:6 In Foundation ( 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 . ) , Plain/Reinforced Cement Concrete In Sub-Structure Complete As Per Drawing And Technical Specifications/Rcc Grade M20 /Height Upto 5M , Furnishing And Placing Reinforced/Prestressed Cement Concrete In Super-Structure As Per Drawing And Technical Specification/For T-Beam & Slab , 25-35% Of ( A+B+C ) /Height Upto 5M , Supplying , Fitting And Placing Un-Coated Mild Steel Reinforcement Complete In Foundation As Per Drawing And Technical Specification , Stone Masonry Work In Cement Mortar 1:3 In Foundation Complete As Per Drawing And Technical Specification/Random Rubble Masonry , Back Filling Behind Abutment , Wing Wall And Return Wall Complete As Per Drawing And Technical Specification/A ) Granular Material , Sh: Box Culvert 2 . 00 X 1 . 500M At Ch:- 0 . 70Km , 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 ( Without De-Watering ) /A ) Ordinary Soil ( Mannual Means Depth Upto 3M ) , 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 . , Plain/Reinforced Cement Concrete In Sub-Structure Complete As Per Drawing And Technical Specificationsrcc Grade M25/Height Upto 5M/Using Concrete Mixer , Supplying , Fitting And Placing Hysd Bar Reinforcement In Sub-Structure Complete As Per Drawing And Technical Specifications , Wing Wall: 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 ( Without De-Watering ) A ) Ordinary Soil ( Mannual Means Depth Upto 3M ) , 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 . , Plain/Reinforced Cement Concrete In Sub-Structure Complete As Per Drawing And Technical Specifications;Rcc Grade M20/Height Upto 5M , Supplying , Fitting And Placing Hysd Bar Reinforcement In Sub-Structure Complete As Per Drawing And Technical Specifications , Back Filling Behind Abutment , Wing Wall And Return Wall Complete As Per Drawing And Technical Specification , Sh: Cc Shoulder , Granular Sub-Base With Coarse Graded Material ( Table:- 400- 2 ) ( Construction Of Granular Sub-Base By Providing Coarse 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 Vibratory Roller To Achieve The Sired Density , Complete As Per Clause 401 ) For Grading- I Material , Cement Concrete Pavement:-Construction Of Un-Reinforced , Dowel Jointed , Plain Cement Concrete Pavement Over A Prepared Sub Base With 43 Grade Cement @ 400 Kg Per Cum , Coarse And Fine Aggregate Conforming To Is 383 , Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm , Mixed In A Batching And Mixing Plant As Per Approved Mix Design , Transported To Site , Laid With A Fixed Form Or Slip Form Paver , Spread , Compacted And Finished In A Continuous Operation Including Provision Of Contraction , Expansion , Construction And Longitudinal Joints , Joint Filler , Separation Membrane , Sealant Primer , Joint Sealant , Debonding Strip , Dowel Bar , Tie Rod , Admixtures As Approved , Curing Compound , Finishing To Lines And Grades As Per Drawing , Sh: Cc Drain , 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 ( Without De-Watering ) , 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 . , Plain/Reinforced Cement Concrete In Sub-Structure Complete As Per Drawing And Technical Specifications /Pcc Grade M20 , Plastering With Cement Mortar ( 1:3 ) On Brick Work In Sub-Structure As Per Technical Specifications

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INR 98530.0 /-

INR 98.53 Lakhs /-

Name of Work: Maintenance of roads from Pappu nallah to Itanagar via Jollang , Itanagar ( Chaingae 0.00 to 7.00km)
	Sl. No.	Item Description	Item Code / Make	Quantity	Units
1	1	SH: Pothole repairing
2	1.01	Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of serviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.)		1.272	Hectare
3	1.02	Filling Pot- holes and Patch Repairs with - Bituminous concrete, 40mm. ( Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2)/for grading II Material		7928.8	Sqm
4	2	SH: Clearance odf Hill Side Drain & earthen Shoulder
5	2.01	Hill Side Drain Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side manually)		5000	Mtr
6	2.02	Maintenance of Earthen Shoulder (filling with fresh soil) (Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.)		12000	Sqm
7	3	SH: Extension of Box Culver 4x4M at ch-5.00km
8	3.01	Excavation for Structures (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 /Ordinary soil/Manual Means/Above 6 m depth		44.76	Cum
9	3.02	PCC 1:3:6 in Foundation (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.)		15.12	Cum
10	3.03	Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications/RCC Grade M20 /Height upto 5m		17.955	Cum
11	3.04	Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification/For T-beam & slab, 25-35% of (a+b+c) /Height upto 5m		5.265	Cum
12	3.05	Supplying, fitting and placing un-coated Mild steel reinforcement complete in foundation as per drawing and technical specification		1.68	MT
13	3.06	Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and Technical Specification/Random Rubble Masonry		84	Cum
14	3.07	Back filling behind abutment ,wing wall and return wall complete as per drawing and technical specification/a) Granular material		44.4	Cum
15	4	SH: Box Culvert 2.00 x 1.500m at Ch:- 0.70km
16	4.01	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 (without de-watering)/a) Ordinary soil( Mannual means depth upto 3M)		37.8	Cu.m
17	4.02	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.		7.56	Cu.m
18	4.03	Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical SpecificationsRCC Grade M25/Height upto 5m/Using concrete Mixer		18.3	Cu.m
19	4.04	Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications		2.108	MT
20	4.05	Wing Wall: \nEarth 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 (without de-watering) a) Ordinary soil( Mannual means depth upto 3M)
21	4.06	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.		2.64	Cu.m
22	4.07	Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications;RCC Grade M20/Height upto 5m		11.33	Cu.m
23	4.08	Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications		0.89	MT
24	4.09	Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification		138.6	Cu.m
25	5	SH: CC Shoulder
26	5.01	Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the sired density, complete as per clause 401) for grading- I Material		108	Cu.m
27	5.02	Cement Concrete Pavement:-Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing		72	Cu.m
28	6	SH: CC drain
29	6.01	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 (without de-watering)		145.6	Cum
30	6.02	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.		16.8	Cum
31	6.03	Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications /PCC Grade M20		49.6	Cum
32	6.04	Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications		228	Sqm