SOPD_TSP_21_22_01 Construction of road from NH-15 at Rupahi Borgarah to Jalakia Suti Road under SOPD-TSP for the year 2021-22 under Jonai Territorial Road Division, Silapathar at Jonai (ST) LAC in Dhemaji District (length of Road 2.130Km)

Amount

Clearing and grubbing of road land including up rooting rank vegetation grass,bush shrubs sapling and tree of girth upto 300 mm removal of stumps of trees cut earlier and disposal of unserviceable materials & stacking of serviceable material to be used or auctioned upto a lead of 1000 m including removal & disposal of top organic soil not exceeding 150 mm in thickness as per technical Specification Clause 201. (i) By Manual Means- (A) In area of non thorny jungle

Cutting of trees including cutting of trunks, Branches and Removal of Stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as technical specification clause 201. A Lead upto 100.00 m iii. Girth above 900mm to 1800mm

Dismantling of structures: Dismantling of existing existing structures structures like culverts culverts, bridges bridges, retaining retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work,including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (i) By Manual Means- (c) Reinforced Cement Concrete

Dismantling of Structure :Dismantling of Structure : Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work including T&P and scaffolding wherever necessary, sorting the dismantled materials, disposal of unserviceable materials and stacking the serviceable materials with all lift and lead of 1000 m. III) Dismantling Stone masonry B) In Rubble Stone masonry in cement mortar as per Technical Specification Clause 202. (b) Rubble Stone Masonary in Cement Mortar

Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. (c) Above 900 mm dia Hume Pipe

Embankment Construction with Material Obtained from Borrow Pits: Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300-2 ( including compensation of earth.( Including cost of testing of materials at site and laboratory as directed by the deptt.) (I) From private land.

Construction of sub grade & earthen shoulders : Construction of Sub grade & Earthen Shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading grading to required slope and compacting to meet requirement of Table 300.2 (including compensation of earth) (Including cost of testing of materials at site and laboratory as directed by the deptt.) i) From private land.

Granular Sub-base with coarse graded materials (Table : 400-2) : Construction of Granular Sub-base by providing coarse Graded Materials, spreading in uniform LAYER 1s with motor grader on prepared surface, mixing by mix in place method with rotovator at OMC and compacted with vibratory roller to achieve the desired complete as per cl. 401 (with an initial lead of 5.0 Km) ii) For Grading II Material

Water Bound Mecadam : Providing laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification incuding spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tones capacity in stages to proper grade and camber, applying and brooming, requisite type of screening/binding material to fill-up the interstics of coarse aggregate, watering and compacting to the required density (With an initial lead of 5.0 km) (A) By manual means I) Grading I b) Using Screening Type A (13.2 mm Agg)

Interlocking pavement block : 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

Retro reflectorised Traffic Sign : Providing and erecting of Retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminum sheeting, 2mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cmx45cmx60cm, 60 cm below ground level as per approved drawing and sign. (All steel work must be Tata/SAIL or nay other approved brand) ii) 60 cm equilateral triangle.

Retro reflectorised Traffic Sign : Providing and erecting of Retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminum sheeting, 2mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cmx45cmx60cm, 60 cm below ground level as per approved drawing and sign. (All steel work must be Tata/SAIL or nay other approved brand) (iv) 80cm x 60 cm rectangular.

Plantation: Planting of trees and their Maintenance for three year (planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1m deep dug in teh ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering, fixing the tree guard and maintaning the plants for three years

Box Culvert 3.00MX3.00M Excavation for Structures: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. I.Ordinary soil. (i)upto 3 m depth

Sand filling in Foundation Trenches as per Drawing & Technical Specification Clause 305.3.9 (I) Sand Filling

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803,1202 & 1203 (B) With Natural Gravel (II) P.C.C. Grade M15, Nominal Mix (1:2.5:5)

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803,1202 & 1203, A) With crushed stone, (IV) PCC Grade M20, Nominal mix (1:2:4)

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803,1202 & 1203, A) With crushed stone, (IV) PCC Grade M20, Nominal mix (1:2:4)

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.

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. A) With crushed stone, (I) PCC Grade M15, (i)Nominal mix (1:2.5:5)

Supplying, fitting and placing MS Bar (Fe-500 D) reinforcement bar(FromPrimary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. A) With crushed stone, (III) RCC Grade M20, Nominal mix (1:2:4), (i) For height upto 5 m.

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3, B.With Natural Gravel.

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. (iii)Cement concrete grade M 10

Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less then 25 kg beyond curtain wall

Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications.

Backfilling behind abutment, wing wall and return wall complete as perdrawings & technical specification Clause 1204.3.8, (I) Granular material.

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification. Clauses 614, 709, 1204.3.7

Box Culvert: 2.00MX2.00M 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 and bottom and backfilling with approved material. I Ordinary soil,A Manual Means,(I) Without dewatering,(i)upto 3 m depth

Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802,803,1202,&1203. (A)With crushed stone (II) P.C.C. Grade M15 (i) Nominal mix(1:2.5:5)

Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802,803,1202,&1203. (A)With crushed stone (III) P.C.C. Grade M20 (i) Nominal mix(1:2:4)

Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802,803,1202,&1203. (A)With crushed stone (IV) R.C.C. Grade M20

Supplying, fitting and placing TMT (Fe-500 D) reinforcement in open foundation complete as per drawing and technical specifications clause 1000 and 1202

Plain/Reinforced cement concrete, in sub-structure complete as per drawing and technical specification clauses 802,804,805,806,807,1202 and 1204 (A) With crushed stone (i)PCC Grade M-15 i) Nominal Mix (1:2.5:5)

Supplying, fitting and placing MS Bar (Fe-500 D) reinforcement bar(From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Plain/Reinforced cement concrete, in sub-structure complete as per drawing and technical specification clauses 802,804,805,806,807,1202 and 1204 (A) With crushed stone (iii)R.C.C. Grade M-20 i) For height upto 5m

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications Cl. 800 and 1206.3,B. Natural gravel

Providing Pressure relief pipes 100 mm dia. In bottom slab of box cell on a filter media base of 500x 500 mm as per drawing and technical specfication clause 1205.5.7

Providing and Laying Curtain wall complete as per drawing and Technical specification clause 1304 (iii)Cement Concrete Grade M-10

Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 25 kg beyond curtain wall.

Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications.

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification clause 1204.3.8 (I)-Granular material

Providing weep holes in brick/stone masonry,plain/reinforced abutment,wing wall,return wall with 100 mm dia AC pipe extending through the full width of the structures with slope 1(V):20(H) towards drawing face complete as per drawing and technical specifications clauses 614,709,1204.3.7

Sri Basanta Padun

Deni Kuli