SOPD-G_20-21_22 Improvement and Widening of Pavoi Borgang road (SH 45) from Nh-15 at Kuhiarbari to Pavoi and Kalapani Gingia under SOPD-G for 2020-21 (L-17400m)

Amount

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 cost of testing of materials at site and laboratory as directed by the deptt.)

Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) (a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.)

Scarifying Existing Bituminous Surface to a depth of 150mm by Mechanical Means Scarifying Existing Bituminous Surface to a depth of 50mm and disposal of scarified material with a lift upto 3m and lead upto 1000m as per Technical Specification Clause 301.4

Constn. Of granular sub base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in placce method with rotavator at OMC, and compactinh with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) for Grading II

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 mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sb-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )

Earthwork in excavation for removing black cotton soil from existing formation

Sand filling after removal of black cotton soil (Filter Media)

Providing and applying primer coat with Bitumen emulsion (CSS_1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90-1.2 kg/sqm using mechanical means as per technical specvification cl.502.

Providin and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granuler surface cleaned with mechanical broom.(including cost of testing of materials at site and laborotory as directed by deptt.) (III)With bitumen emulsion CRS-1 (b) Dry & Hungry Bituminous Surface.

Dense Graded Bituminous Macadam. Providing and Laying dense Bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading,premixed with bitumen binder @ 4.00 to 4.50 % by wt. of total mix and filler, transporting the hot mix to work site, laying with hydrostatic paver finisher with sensor control to the reqd. grade level and alingment rolling with smooth wheel roller as per MORT&H specification clause 507.complete in all respect.incl. carriage upyo a initial lead of 5.00 km from quarry and initial lead 10.00 km from mixed materials from mixed plant) incl. cost of testing materials at site and laboratory as directed by the deptt. (A) With Hydrated lime/cement as filler(reffer table 500-9 of MORT&H specification). (I) with 60/70 or VG - 30 grade Bitumen. (i)for grading II( 19 mm nominal size).

Bituminous Concrete. ;- Providing and laying bituminous concrete with 100-120 TPH batch type mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 5.4 to 5.60 % of mix and filter transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade lavel and alignment, rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no. 509 complete in all respect (As per analysis - 3) (Including cost of testing of materials at site and laboratory as directed by the Deptt.) ( Including extra lead beyond 5.00km for carriage of materiqals from quarry to plant site and extra lead beyond 10.00km from Plant site to laying site.) (a) with 60/70 or VG-30 grade bitumen. (ii) for grading II0 13mm nominal size.

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications

Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mmx75mmx6mm, 2 nos firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and sign..(All the steel work must be Tata/Sail/or any other approved brand)

Providing and fixing of retro-reflectorised cautinary,mandatory and informatory sign as per IRC-67 made of encapsulated lens type reflective sheeting vide clause vide 1701.2.3 fixed over alluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post of 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly desined foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm , 600 mm below ground level as per drawing and sign. (All the steel work must be Tata/Sail/or any other approved brand) (iv) 800 mm x 600 mm rectangular.

Providing and fixing of retro-reflectorised cautinary,mandatory and informatory sign as per IRC-67 made of encapsulated lens type reflective sheeting vide clause vide 1701.2.3 fixed over alluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post of 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly desined foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm , 600 mm below ground level as per drawing and sign. (All the steel work must be Tata/Sail/or any other approved brand) (i)900 mm equlateral triangle

Providing and fixing of retro-reflectorised cautinary,mandatory and informatory sign as per IRC-67 made of encapsulated lens type reflective sheeting vide clause vide 1701.2.3 fixed over alluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post of 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly desined foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm , 600 mm below ground level as per drawing and sign. (All the steel work must be Tata/Sail/or any other approved brand) (iii)600 mm circular

Kilometer Stone ;- Reinforced cement concrete M15 grade kilometer Stone/local stone of standard design as per IRC 8 -1980, fixing in position incl. painting and printing,etc as (i) Ordinary Kilometer Stone (precast)

Kilometer Stone ;- Reinforced cement concrete M15 grade kilometer Stone/local stone of standard design as per IRC 8 -1980, fixing in position incl. painting and printing,etc as (i) 5Th Kilometer Stone (precast)

Kilometer Stone ;- Reinforced cement concrete M15 grade kilometer Stone/local stone of standard design as per IRC 8 -1980, fixing in position incl. painting and printing,etc as (i) 200th meter Stone (precast)

Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mm x 125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bi-directional studs/ 3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). (a) Bi-directional Stud-

Providing reflective Pavement marker with Micro Prismatics lens in both direction having thermoplastic body adhering to the specification and guide lines of MoSTR&Hs fixed to the road surface using the adhesives and the procedures recomendedby the manufactures with three months replacement warranty and free maintenance.

Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m center to center, 1.8 m high, 1.1m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fitting to conform to IS:1367 and IS:1364, metal beam rail to be fixedon the vertical post with a spacer of channel section 150mmX75mmX5mm, 330mm long complete as per clause 810.)

Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for one year.

I) Providing and laying interlocking concrete block pavement(ICBP) conforming to IS: 15658-2006 including all lift and lift complete as per technical specification and as directed. (a) 80mm thick interlocking precast blocks having compressive strenth of 40N/sq.mm.

© Providing and laying M-40 grade cement concrete Edge block/ Edge restraints complete as per Technical specification clause 1504.

Providing Linear Delineator System with Diamond grade reflective sheeting of size 80cmx10cm, fixing over thin gauge crimped aluminium sheeting with single colour panels of Yellow/Red/White and fixing to the object as per specification of the manufacturer.

Flagman (Positioning of a smart flagman with a yellow vest and a yellow cap and a red flag 600 x 600 mm securely fastened to a staff 1 m in length for guiding the traffic)

6m Span Slab Cult. 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) Up to 3.0 m depth

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. (i) P.C.C grade M 15

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. (i) P.C.C grade M 20

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

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 (ii) PCC grade M20

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5(A) With crushed stone I. RCC Grade M20

Supplying, fitting, and placing TMT conforming to IS:1786 Fe 500 D reinforcement in superstructure complete as per drawing and technical specifications . (a) TMT-IS 1786(Fe-500D) Primary Producer (TATA/SAIL/Esser Steel/Jindal Panther steel/Shyam steel or equivalent)

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications .

Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3

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

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (ii) Sandy material

Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3

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

2m span slab culvt. Earthwork in excavation of foundation structure as per drawing and technical specification including setting out construction of shoring and bracing removal of stumps and other delaterious matter dressing of sides and bottom backfilling with approved material. I)Ordinary Soil Upto 3.00m depth.

Providing concrete for Plain Cement concrete in open foundation complete as per drawing and Technical Specification Clause 802,803, 1202 & 1203. A. With crushed stone (i) PCC Grade M-15

Providing concrete for Plain/reinforced concrete in Sub Structure complete as per drawing and Technical Specification Clause 802,803, 1202 & 1203. A. With crushed stone (i) PCC Grade M-15

Providing and laying cement concrete in super structure as per drawing and Techncal Specifications Clause 800,1205.4 & 1205.5. A) With Cushed stone (IV) RCC M-20

Providing weephole in Brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall,returnwall,with 100mm dia AC pipe extending through the full width of the structures with slope of 19V) : 20(H) towards drawing face complete as per drawing and Technical Specification Clause 614,709,1204.3.7.

Supplying, fitting, and placing TMT conforming to IS:1786 Fe 500 D reinforcement in superstructure complete as per drawing and technical specifications . (a) TMT-IS 1786(Fe-500D) Primary Producer (TATA/SAIL/Esser Steel/Jindal Panther steel/Shyam steel or equivalent)

Box Culvert 2m x 2m Dismantling of existing structures like culverts, bridges, 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 lift and lead of 1000m A. Cement concrete grade M-15 & M20

Construction of cold weather Bamboo bridge overall width of 3.70m and clear road way 3m with jungle wood post 20cm to 25cm dia 5nos. In each rows and rows being 2.1m. apart except for the navigable span which should be 3m. Post to be driven at least 180cm. or more below ground level including providing 20cm to 25cm center to center and placed over 20 cm dia, jungle wood dham, 15cm dia. jungle wood bracing collar fixed by bolts and nuts, straps etc. mature bholuka Bamboo cross groth all closely packed and tied 75cm wide track way made from 38mm thick 1st class local plank fixed on 75mmx100mm first class local wood battens 120cm apart and 3 lines of jati bamboo horizantal railing fixed in bholuka bamboo post placed at 210cm apart and white washed including all necessary nuts and bolts, coir ropes, struts, nails etc. complete with a layer of brushwood to exposed portion out-side trackway with earth topping complete as per direction of the department.

Earth work in excavation of foundation of structures as per drawing and technical specifications clauses 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 with in tranches with excavated suitable material

Providing concrete for Plain/reinforced concrete in open foundations complete as per drawing and Technical specifications Clause 802, 803, 1202, & 1203. (A) with Crushed Stone, (I) PCC Grade 15

Plain/reinforced concrete in sub structure complete as per drawing and Technical specifications Clause 802, 804, 805, 806, 807, 1202, & 1204. (A) with crushed stone I) PCC Grade M25,

Providing and laying reinforced cement concrete in super structure as per drawing and Technical specifications Clauses 800, 1205.4 and 1205.5. (A) with crushed stone I) RCC Grade M20, Using concrete Mixer

Supplying, fitting, and placing TMT conforming to IS:1786 Fe 500 D reinforcement in superstructure complete as per drawing and technical specifications . (a) TMT-IS 1786(Fe-500D) Primary Producer (TATA/SAIL/Esser Steel/Jindal Panther steel/Shyam steel or equivalent)

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications .

Providing weep holes in brick masonary, Plain/Reinforced concrete abutment, wing wall/return wall with 100mm dia AC pipe,extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications.

Backfilling behind abutment, wing wall and return wall complete as per drawing and Technical specification clause 1204.3.8 i) Granular material

Providing and laying of dry rubble flooring complete as per drawings and technical specifications clause 1304.

Construction of R.C.C. railing of M 30 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301

Drain System Excavation for structures.( Earthwork in excavation of foundation of structures as per drawing and technical specification including setting out construction of shoring and bracing removal of stumps and oter deleterious matter, dressing of sides and bottom and back filling the excavated earth to the extent required and utilising ther remaining earth for road work ) Ordinary soil Manual means (Depth upto 3m) ( Without dewatering )

Providing brick soling in earthen shoulder with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade including earthwork in excavation as necessary dewatering, complete.Stone soling of thickness 150 mm.

Sand Filling in Foundation Trenches as per Drawing & Technical Specification.

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification invluding steel shuttering formwork.Withount plasticiser. PCC Grade M 25

Plain/reinforced cement concrete in substructure as per drawing and technical specifications and steel shuttering formwork. Withount plasticiser. RCC Grade M 25. Height upto 5.0m using concrete Mixer.

Reinforcement in Super Structure : Supplying,fitting and placing TMT conforming to IS:1786 Fe500 D reinforcement in super structure including splicing complete as per drawing and technical specifications.TMT-IS 1786(Fe-500 D) Primary Producer( TATA/SAIL/Esser Steel/Jindal panther steel/Shyam steel or equivalent)

Retaining Wall Excavation for structures.( Earthwork in excavation of foundation of structures as per drawing and technical specification including setting out construction of shoring and bracing removal of stumps and oter deleterious matter, dressing of sides and bottom and back filling the excavated earth to the extent required and utilising ther remaining earth for road work ) Ordinary soil Manual means (Depth upto 3m) ( Without dewatering )

Providing concrete for Plain/reinforced concrete in open foundations complete as per drawing and Technical specifications Clause 802, 803, 1202, & 1203. (A) with Crushed Stone, (I) PCC Grade 15

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC grade M25

Supplying, fitting, and placing TMT conforming to IS:1786 Fe 500 D reinforcement in superstructure complete as per drawing and technical specifications . (a) TMT-IS 1786(Fe-500D) Primary Producer (TATA/SAIL/Esser Steel/Jindal Panther steel/Shyam steel or equivalent)

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

ANIL DAS