FLYOVER/SERABBHATI/GUWAHATI Construction of Two Lane Flyover at grade intersaction at Serabbhati on Guwahati- Garbhanga Road in Guwahati in the State of Assam

Amount

(A) SITE CLEARANCE AND DISMANTALING:- 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 unserviceable materials and stacking of serviceable materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness (ii) By Mechnical Means (A) In area of light jungle.

Dismantling of Structures: 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 1000 metres (II) By Mechnical Means (A) Cement Concrete grade M-15 & M-20.( For Existing Drain (i) PCC M15 in foundation).

Dismantling of Structures: 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 1000 metres (II) By Mechnical Means (B) Prestressed/Reinforced cement concrete grade M-20 and above

Dismantling of Structures: 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 1000 metres (II) By Mechnical Means (A) Cement Concrete Grade M15 & M20.

Dismantling of Structures: 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 1000 metres (V) Steel work in all types of sections upto a height of 5m above plinth level excluding cutting of rivet (A) Including dismembering.

FDismantling of Flexible Pavements : Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately(I) by Manual Means (B) Granular Courses.

Dismantling of Flexible Pavements : Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately (II) By Mechanical Means (A) Bituminous Course.

Dismantling Kerb Stone: Dismantling kerb stone by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metre.

Cutting of Trees, including Cutting of Trunks, Branches and Removal: Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit (i) Girth from 300mm to 600mm.

Cutting of Trees, including Cutting of Trunks, Branches and Removal: Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit (ii ) Girth above 600mm to 900mm.

Cutting of Trees, including Cutting of Trunks, Branches and Removal: Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit (iii) Girth above 900mm to1800mm.

(B) FLYOVER :- 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.). (a) from private land.

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 (B) Mechnical Means (a) Without dewatering (i) Depth upto 3m.

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.) (a) from private land.

Compacting original ground supporting subgrade (Loosening of the ground upto a level of500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.) Cash-II Compacting original ground supporting embankment

Removal of Unserviceable Soil with Disposal upto 1000 metres : Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately

Granular Sub-base with Close Graded Material(Table:- 400-1) Plant Mix Method : Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per cl. no. 401 (including cost of testing of materials at site and laboratoryas directed by the deptt.). (i) for grading- I Material.

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 sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per cl. no. 406 (including carriage of mixed materials upto 10.0 Km initial lead from mixing plant).

Prime Coat: Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means ( Including cost of testing of materials at site and laboratory as directed by the deptt.). (ii) With bitumin emulsion-CSS-1 (IS-8887-2004).

Tack Coat: Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom ( Including cost of testing of materials at site and laboratory as directed by the deptt.). (II) With Bitumen emulsion CSS-1 (IS:8887-2004) (C)Granular surfaces treated with primer.

Tack Coat: Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom ( Including cost of testing of materials at site and laboratory as directed by the deptt.). (II) With Bitumen emulsion CSS-1 (IS:8887-2004) (a) Normal bituminous surface.

Dense Graded Bituminous Macadam: Providing and laying dense graded 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 bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H cl. no. 505 complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant) (Including cost of testing of materials at site and laboratory as directed by the deptt.). (b) With rock dust as filler (refer table 500-9 of MoRT&H specification) (A) with 60/70 or VG-30 grade bitumen (ii) for Grading II (19 mm nominal size) .

Bituminous Concrete: Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler 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 MoRT&H cl. no.507. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.). (D) With rock dust as filler (refer table 500-9 of MoRT&H specification) & anti stripping agent as per IS: 14982 (Refer Appendix-5 of MoRT&H specification) (I) with 60/70 or VG-30 grade bitumen (i) for Grading I (19 mm nominal size)

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) as per MoRT&H clause 804. (a) Bi- Directional Stud.

Street Lighting : Providing and erecting street light mounted on a steel circular hollow pole of standard specifications for street lighting, 9 m high spaced 40 m apart, 1.8 m overhang on both sides, fixed in the median, fixed with sodium vapour lamp and fixed on the concrete foundation. (ii) for fixing in footpath.

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. (I) Without Plasticiser (A) PCC Grade M15)

Levelling course for Pile cap

Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m as per MoRT&H section 1100 & 1701. Pile diameter-1000 mm, with Plasticiser (Masterrplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser (Masterplast ACPL or equivalent) confirming to IS-9103-1999. (Pile diametre 1000mm)

Providing steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing

Pile load test on single vertical pile in accordance with IS:2911 (Part-IV) (i) Initial load test (1 no., Design load 300Ton).

Pile load test on single vertical pile in accordance with IS:2911 (Part-IV) (ii) Routine load test (5 no., Design load 300Ton).

Pile load test on single vertical pile in accordance with IS:2911 (Part-IV) (iii) Lateral load test (1 no., Design load 35Ton).

Cement concrete for reinforced concrete in Pile Cap complete as per drawing and technical specification as per MoRT&H section 1100, 1500 & 1700. With Plasticiser (Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticizer (Masterplast ACPL or equivalent) confirming to IS-9103-1999, M-35 Grade Concrete, using Batching Plant, transit Mixer and Concrete Pump.

Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork as per section 1500,1700 & 2200. With Plasticiser (Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticizer (Masterplast ACPL or equivalent) confirming to IS-9103-1999, M40 Grade Concrete, using Batching Plant, transit Mixer and Concrete Pump.

Furnishing and Placing Reinforced cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork. With Plasticiser (Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticizer (Masterplast ACPL or equivalent) confirming to IS-9103-1999, M-40 Grade Concrete, using Batching Plant, transit Mixer and Concrete Pump, For T-beam & slab, Height 5m to 10m. '(i) For T beam and Slab (For Deck Slab and Cross Girders Only)

Structural steel Built-Up-Girder (BUG) (Providing and launching Steel Truss of Structural steel BUG Super Structure including painting complete as per as per drawing and technical specifications under Section 1900 of MOST.)

Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation 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).

Reinforcement in Substructure: Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure 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).

Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 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).

Providing laying and fixing in position 65 mm thick wearing coat consisting of 40 mm thick bituminous concrete overlaid with a 25 mm thick layer of mastic asphalt over deck slab after applying prime coat complete as per drawings and Technical Specifications Sections 500 amd 2700.

Providing and fixing in position POT-Cum-PTFE bearings true to line and level complete as per drawings and Technical Specifications Section 2000, IRC : 83 (Part II) 2015, IRC : 83 (Part III) 2018, . (i) Free Bearings (a) 450 ± 25 T capacity

Providing and fixing in position POT-Cum-PTFE bearings true to line and level complete as per drawings and Technical Specifications Section 2000, IRC : 83 (Part II) 2015, IRC : 83 (Part III) 2018, . (ii) Pin Bearings (a) 450 ± 12.5 T capacity

Providing and fixing in position POT-Cum-PTFE bearings true to line and level complete as per drawings and Technical Specifications Section 2000, IRC : 83 (Part II) 2015, IRC : 83 (Part III) 2018, . (iii) Transversely Guide Bearings (a) 450 T ± 12.5 T capacity

Providing and fixing in position POT-Cum-PTFE bearings true to line and level complete as per drawings and Technical Specifications Section 2000, IRC : 83 (Part II) 2015, IRC : 83 (Part III) 2018, . (iv) Fixed Pot Bearings (a) 450 T ± 12.5 T capacity

upplying, fitting and fixing in position true line and level elastomeric stopper pad for seismic restrainer conforming to IRC:83 part II with all accessories (including provision of stainless steel plates, mild steel plates, fixing arrangements) complete as per manufacturer's design duly approved from the Engineer and MORT&H Technical Specifications Sections 1900 and 2000.

Strip Seal Expansion Joint: Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 80 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation.

Modular Strip / Box Seal Joint: Providing and laying of a modular strip / box seal expansion joint including anchorage catering to horizontal movement beyond 80 mm and upto 160mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation.

Drainage Spouts complete as per drawing and Technical specification.

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent).

Providing and laying in position High containment Reinforced Cement Concrete crash barrier M 40 Grade (with architectual theme at outer face) including centering, shuttering, providing bituminous fiber board and Polysulphide joint filler at expansion joints / gap locations and cost of reinforcement complete as per drawings and Technical Specification Sections 1500, 1600, 1700 and 2700.

Carrying out sub soil investigation / confirmatory boreholes in soil at specified foundation locations before commencement of construction complete as per drawings and Technical Specifications section 2400.

Construction of Reinforced Earth Retaining Walls ;- (i) Construction of Reinforced Earth Retaining Walls finished cruciform shaped precast concrete architectural panels (with Assam heritage at regular interval) in M 35 grade concrete, 18 cm thick, including High Adherence Structural Reinforcing 40 X 5mm section strips ( hot dip galvanised) with bearing pads, joint fillers, tie strips, fastener and all accessories and consumable complete as per technical specification and drawing.

(iii)Construction of PCC strips level footing (35cm X 15cm) in M-15 grade concrete complete as per technical specification and drawing.

(iv) Providing 600mm drainage bay behind RE wall with compacted granular material as per technical specification and drawing.

(v) Providing and laying in position High Containment Reinforced Cement Concrete (with architectual theme at outer face) of M40 grade in crash barrier with friction slab including centering, shuttering, bituminous fiber board and pre-moulded joint filler at expansion joints / gap locations, but excluding cost of reinforcement complete as per drawings and Technical Specifications sections 800, 1500, 1600, 1700, 2700.

(vi) Providing and fixing in position with clamps 110 mm dia PVC downtake and runner pipe including joining with drainage spout pipe, providing couplers, bends etc. complete as per drawings and as directed by Engineer.

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 MoRT&H specifications .

(C) MINOR BRIDGE & CULVERT :- 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 (B) Mechnical Means (a) Without dewatering (i) Depth upto 3m.

Levelling course for Pile cap

Cement concrete for reinforced concrete in Pile Cap complete as per drawing and technical specification as per MoRT&H section 1100, 1500 & 1700. With Plasticiser (Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticizer (Masterplast ACPL or equivalent) confirming to IS-9103-1999, M-35 Grade Concrete, using Batching Plant, transit Mixer and Concrete Pump.

Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. With Plasticiser (Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticizer (Masterplast ACPL or equivalent) confirming to IS-9103-1999, M40 Grade Concrete, using Batching Plant, transit Mixer and Concrete Pump.

Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation 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).

Providing laying and fixing in position 65 mm thick wearing coat consisting of 40 mm thick bituminous concrete overlaid with a 25 mm thick layer of mastic asphalt over deck slab after applying prime coat complete as per drawings and Technical Specifications Sections 500 amd 2700.

Drainage Spouts complete as per drawing and Technical specification.

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. M30 Grade concrete, TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent).

Providing and laying in position High containment Reinforced Cement Concrete crash barrier M 40 Grade (with architectual theme at outer face) including centering, shuttering, providing bituminous fiber board and Polysulphide joint filler at expansion joints / gap locations and cost of reinforcement complete as per drawings and Technical Specification Sections 1500, 1600, 1700 and 2700.

(iv) Providing 600mm drainage bay behind RE wall with compacted granular material as per technical specification and drawing.

(vi) Providing and fixing in position with clamps 110 mm dia PVC downtake and runner pipe including joining with drainage spout pipe, providing couplers, bends etc. complete as per drawings and as directed by Engineer.

(D) SERVICE ROAD ;- Excavation in Soil using Hydaulic Excavator CK 90 and Tippers with disposal upto 1000 metres. Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections,loading and disposal of cut road with in all lifts and leads upto 1000 metres.

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.). (a) from private land.

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.) (a) from private land.

Compacting original ground supporting subgrade (Loosening of the ground upto a level of500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.) Cash-II Compacting original grou

Removal of Unserviceable Soil with Disposal upto 1000 metres : Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per MoRT&H cl. no. 305.

Granular Sub-base with Close Graded Material(Table:- 400-1) Plant Mix Method : Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete (including cost of testing of materials at site and laboratoryas directed by the deptt.). (i) for grading- I Material.

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 sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density (including carriage of mixed materials upto 10.0 Km initial lead from mixing plant).

Prime Coat: Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means ( Including cost of testing of materials at site and laboratory as directed by the deptt.). (ii) With bitumin emulsion-CSS-1 (IS-8887-2004).

Tack Coat: Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom ( Including cost of testing of materials at site and laboratory as directed by the deptt.). (II) With Bitumen emulsion CSS-1 (IS:8887-2004) (C)Granular surfaces treated with primer.

Tack Coat: Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom ( Including cost of testing of materials at site and laboratory as directed by the deptt.). (II) With Bitumen emulsion CSS-1 (IS:8887-2004) (a) Normal bituminous surface.

Dense Graded Bituminous Macadam: Providing and laying dense graded 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 bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H cl. no. 505 complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant) (Including cost of testing of materials at site and laboratory as directed by the deptt.). (b) With rock dust as filler (refer table 500-9 of MoSRT&H specification) (A) with 60/70 or VG-30 grade bitumen (ii) for Grading II (19 mm nominal size)

Bituminous Concrete: Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler 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.507. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.). (D) With rock dust as filler (refer table 500-9 of MoRT&H specification) & anti stripping agent as per IS: 14982 (Refer Appendix-5 of MoRT&H specification) (I) with 60/70 or VG-30 grade bitumen (i) for Grading I (19 mm nominal size).

Cast in Situ Cement Concrete M20 kerb: Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408. '(B) using Concrete batching and Mixing Plant.

Painting Two Coats on New Concrete Surfaces : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces.

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.

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 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 MoRT&H specifications.

Turfing with Sods : Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of rods and watering as per MoRT&H cl. no. 307.

Compacting Original Ground: Compacting original ground supporting subgrade ( Loosening of the ground upto a level of 500 mm below the top of subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.

Street Lighting : Providing and erecting street light mounted on a steel circular hollow pole of standard specifications for street lighting, 9 m high spaced 40 m apart, 1.8 m overhang on both sides, fixed in the median, fixed with sodium vapour lamp and fixed on the concrete foundation. (ii) for fixing in footpath.

Cable Duct Along the Road: Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, along the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 mm thick layer of gtranular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450mm in case of double and triple row ducts, joint to be made leak proof , invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98-1997 and approved drawings. (ii) Single Row for one utility services.

Providing and laying Interlocking Concrete Block Pavement (ICBP) conforming to IS:15658-2006 including all lead and lift complete as per technical specification and as directed. (a) '80mm thick interlocking precast blocks having compressive strength of 40N/sq.mm.

Providing and laying Interlocking Concrete Block Pavement (ICBP) conforming to IS:15658-2006 including all lead and lift complete as per technical specification and as directed. (b) 'Providing and laying M-40 grade cement concrete Edge block/ Edge restraints complete as per Technical specification clause 1504.

(E) MAJOR JUNCTION :- 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.).

Granular Sub-base with Close Graded Material(Table:- 400-1) Plant Mix Method : Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per cl. no. 401 (including cost of testing of materials at site and laboratoryas directed by the deptt.). (i) for grading- I Material.

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 sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per cl. no. 406 (including carriage of mixed materials upto 10.0 Km initial lead from mixing plant).

Prime Coat: Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per cl. no. 502. ( Including cost of testing of materials at site and laboratory as directed by the deptt.). (ii) With bitumin emulsion-CSS-1 (IS-8887-2004).

Tack Coat: Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per cl. no. 503. ( Including cost of testing of materials at site and laboratory as directed by the deptt.). (II) With Bitumen emulsion CSS-1 (IS:8887-2004) (C)Granular surfaces treated with primer.

Tack Coat: Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per ( Including cost of testing of materials at site and laboratory as directed by the deptt.). (II) With Bitumen emulsion CSS-1 (IS:8887-2004) (a) Normal bituminous surface.

Dense Graded Bituminous Macadam: Providing and laying dense graded 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 bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H cl. no. 505 complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant) (Including cost of testing of materials at site and laboratory as directed by the deptt.). (b) With rock dust as filler (refer table 500-9 of MoRT&H specification) (A) with 60/70 or VG-30 grade bitumen (ii) for Grading II (19 mm nominal size).

Bituminous Concrete: Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler 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 MoRT&H cl. no.507. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.). (D) With rock dust as filler (refer table 500-9 of MoRT&H specification) & anti stripping agent as per IS: 14982 (Refer Appendix-5 of MoRT&H specification) (I) with 60/70 or VG-30 grade bitumen (i) for Grading I

Cast in Situ Cement Concrete M20 kerb: Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408. '(B) using Concrete batching and Mixing Plant.

Painting Two Coats on New Concrete Surfaces : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces.

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.) (a) from private land.

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 MoRT&H specifications.

(F) MINOR JUNCTION :- 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.) (a) from private land.

Granular Sub-base with Close Graded Material(Table:- 400-1) Plant Mix Method : Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per MoRT&H cl. no. 401 (including cost of testing of materials at site and laboratoryas directed by the deptt.). (i) for grading- I Material

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 sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MoRT&H cl. no. 406 (including carriage of mixed materials upto 10.0 Km initial lead from mixing plant).

Prime Coat: Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means ( Including cost of testing of materials at site and laboratory as directed by the deptt.). (ii) With bitumin emulsion-CSS-1 (IS-8887-2004).

Tack Coat: Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom ( Including cost of testing of materials at site and laboratory as directed by the deptt.). (II) With Bitumen emulsion CSS-1 (IS:8887-2004) (C)Granular surfaces treated with primer.

Tack Coat: Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom ( Including cost of testing of materials at site and laboratory as directed by the deptt.). (II) With Bitumen emulsion CSS-1 (IS:8887-2004) (a) Normal bituminous surface.

Dense Graded Bituminous Macadam: Providing and laying dense graded 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 bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H cl. no. 505 complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant) (Including cost of testing of materials at site and laboratory as directed by the deptt.). (b) With rock dust as filler (refer table 500-9 of MoRT&H specification) (A) with 60/70 or VG-30 grade bitumen (ii) for Grading II (19 mm nominal size)

Bituminous Concrete: Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler 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 MoRT&H cl. no.507. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.). (D) With rock dust as filler (refer table 500-9 of MoRT&H specification) & anti stripping agent as per IS: 14982 (Refer Appendix-5 of MoSRT&H specification) (I) with 60/70 or VG-30 grade bitumen (i) for Grading I (19 mm nominal size)

Cattle Trap: Cross culvert cattle trap on top with RCC abutment at main road. Size = (2.0 X 1.5)m

(G) DRAINAGE :- Providing and constructing RCC covered drain and Utility Chamber as per Drawing and Technical Specification Section 300, 1000,1500,1600, 1700, 2500 and or as directed by Engineer. : (a) Excavation in Soil using Hydaulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections,loading and disposal of cut road with in all lifts and leads upto 1000 metres.

(b) Plain/Reinforced cement concrete, in open foundation of drains and utility chamber complete as per drawing and technical specification including steel shuttering formwork as per drawing (I) Without Plasticiser: (A) PCC Grade M15.

(c) Plain/reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. (E Case II) RCC M25 with Batching Plant, transit Mixer and Cocrete Pump.

(d) Plain/reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. (E Case II)) RCC M25 with Batching Plant, transit Mixer and Cocrete Pump.

(e) Reinforcement in Foundation: Supplying, fitting and placing TMT IS: 1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications cl. 1600. (a) TMT-IS 1786 (Fe-500 D) Primary Producer (TATA/SAIL/Esser Steel/ Jindal Panther Steel/ Shyam Steel or equivalent)

(f) Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification..

(g) 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.

h) Providing No fine concrete block (1:4) Cement mortar as per Drawings and Technical Specifications Section 1304 or as directed by the Engineer.

i) C.I. grating 150x150 mm

j) Circular shape 500 mm dia precast R.C.C. manhole cover with frame -M.D.-10.

(k) Supplying, fitting and placing un-coated Mild steel (IS: 1786 Fe-250) reinforcement complete in foundation as per drawing and technical specification.

(l) Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. '(I) Without Plasticiser '(B) PCC Grade M20

Sluice Gate Minor Size (2.00M x 2.50 M-Single Sutter)

Dry rubble Flooring, Construcytion of dry rubbl flooring at cross drainage works for relatively less important works.

Cleaning and de-silting of road side drains / cross drains etc. by mechanical means with adequate road safety measures by providing caution boards / safety ribbons /proper barricading where necessary / proper lighting if necessary etc. without damaging the foot paths / slabs / road surfaces etc including immediate disposal of the semi liquid / silt / garbage/Floating materials/ Polythin etc. taken out from the drains/ culverts etc. upto a lead of 20.00 KM from the site within 24 hours as directed keeping the road surface / footpath etc. clean and as directed by the department . De-siltation work will have to be carried out as and when necessary as directed by the Engineer-in-Charge.

(H) TRAFFIC SIGN MARKING AND OTHER APPURTENANCES :- Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign ( All the Steel work must be Tata/Sail/or any other approved brand) (vii) 90cm high octagon.

Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign ( All the Steel work must be Tata/Sail/or any other approved brand) (i) 90cm equilateral triangle.

Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign ( All the Steel work must be Tata/Sail/or any other approved brand) (ii) 60cm equilateral triangle.

Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign ( All the Steel work must be Tata/Sail/or any other approved brand) (iv) 80cm x 60cm rectangular.

Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign ( All the Steel work must be Tata/Sail/or any other approved brand) (v) 60cm x 50cm rectangular Chevreon Sign.

Direction and place identification sign more than 0.9sqm size board. Providing and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting, 2mm thick with area exceeding 0.9sqm fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm, 2 nos. firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign ( All the Steel work must be Tata/Sail/or any other approved brand)

Supply and fixing tubular gantry mounted Overhead/cantilever signs. All components of signs & supports, other than the reflective portion shall be throughly descaled, cleaned, primed and painted with two coats of epoxy paint. The sign back side shall be with grey colour and post shall be in black & white alternate bands. The post below ground shall be painted with three coats of red lead paint. The sign shall be made as per IRC-67-2012 and Technical Specifications Clause 801& 802, or as directed by the Engineer. (A) Providing and erecting overhead signs of anti-corrosive steel tubular framed structure (all the steel work must be TATA/ SAIL/ any other approved brand) for retro reflective signage boards made of high intensity grade encapsulated lens type retro Reflective sheeting conforming to ASTMD4956 type B III specifications and having approved pattern over its entire surface bonded on to 2.00 mm thick aluminium sheet with back supporting angle iron frame of 35x35x4mm angle iron duly riveted with solid MS & aluminum rivets. The entire face of the sign shall be covered & bounded with yellow/ white/ red/ blue high intensity encapsulated lens reflective sheeting with distinctive hoed pattern on front side (no plain surface) with heat lamp vacuum applicator machine only. The yellow/ white/ red/ blue portion of the board shall be screen printed on the high intensity shed base including fixing the board on portal/ support/ wall/ dowel rod etc., with contractors clamps/ cleats/ bolts/ rivets/ wells including all contractors materials, labour, tools, lead & lifts etc. complete and all other incidental charges necessary for successful completion of work as per specifications and as directed. (Retro Reflective sheeting conforming to ASTMD4956 type B III specifications and Foundation Works shall be measured and paid separately).

(B) Providing retro reflective sign board of high intensity grade reflective sheeting conforming to ASTMD4956 B-III specifications having approved pattern over its entire surface bonded on to 2 mm thick aluminium sheeting, the entire face of the sign shall be covered & bounded with yellow/ white/ red/ blue high intensity grade with distinctive nod pattern on front side with heat lamp vacuum applicator machine only.

(C) Foundation work comprises earth work in foundation trenches, Plain/reinforced cement concrete open foundation. (iii) Earth work in excavation in foundation of structures as per drawing & techniclal specifications including setting out, construction of soring and bracing, removal of stumps and other deletarious matter, dressing of sides and bottom and backfilling with approved material as MoRT&H 304 inordinary soil by manual means (without dewatring: upto 3M depth).

(D) 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 .

(E) Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification cl. 1500,1700 & 2100 including steel shuttering formwork. E(Case II): RCC Grade M25 with Batching plant, Transit Mixer and Concrete Pump.

(F) Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications cl. No. 1600. (a) TMT-IS 1786 (Fe-500 D) Primary Producer (TATA/SAIL/Esser Steel/ Jindal Steel/ Shyam Steel or equivalent.

Providing Linear Delineator System with Diamond grade reflective sheeting of size 80cm x 10cm, 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.

Traffic Impact Attenuators at Abutments and Piers: (B) Using Plastic/Steel Barrel, Filled with Sand (Provision and installation of traffic impact attenuator at abutment/pier of flyovers bridges using plastic/steel barrels 0.60 m dia and 1.0m in height, filled with sand in three rows and tied with 20mm steel wire rope as per approved designs and drawings).

Providing & fixing auto traffic signal system at intersection complete as per drawing and Technical Specifications 812 or as directed by the engineer.

Providing and fixing 01 No. 5.0 KVA Transformer complete in all, for lighting after construction.

Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circular No. RW/NH- 33022/1/94-DOIII dated June 1994 as per dimensions in the approved drawing and at locations directed by the engineer, all as specified.

Providing Safety Barricade of Steel frame fitted with prepainted Galvanised Iron Sheet and wheel including primer coat as per drawing and technical specification.

(I) RETAINING WALL WITH PILE FOUNDATION :- Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-750 mm)

Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification. RCC Grade M25. With Batching Plant, Transit Mixer and Concrete Pump

Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. Without Plasticiser. RCC Grade M25. With Batching Plant, Transit Mixer and Concrete Pump.

Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications . TMT-IS 1786 ( Fe-500 D) Secondary Producer (ISI approved)

Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications. TMT-IS 1786 ( Fe-500 D) Secondary Producer (ISI approved)

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.

(I) MAINTENANCE OF ROAD DURING CONSTRUCTION :- 'Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km. ) (B) By Mechanical Means:. (iii) 'Grading- III (b) Using Screening Type-B (11.2mm Agg.)

(b) Providing and laying Interlocking Concrete Block Pavement (ICBP conforming to IS:15658-2006 including all lead and lift complete as per technical specification and as directed.(100mm thick interlocking precast blocks having compressive strength of 50N/sq.mm)

Underground Drain at Edge of Pavement (Construction of an underground drain 1 m x 0.7 m (inside dimensions) lined with RCC-20 cm thick and covered with RCC slab10 cm in thickness on urban roads)

Restoration of Road for Utility Shifting :- Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler 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. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.). '(a) With rock dust as filler ( refer table 500-9 of MoSRT&H specification) & anti stripping agent as per IS:14982( Refer Appendix-5 of MoSRT&H specification). (I)'with 60/70 or VG-30 grade bitumen. (i) for Grading-I ( 19 mm nominal size )

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 bituminous binder @ 4.0 to 4.5% by weight of total mix and filler transporting the hot miox 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. 507. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.) '(b) With rock dust as filler ( refer table 500-9 of MoSRT&H specification) (A) (I)'with 60/70 or VG-30 grade bitumen (ii) for GradingII(19 mm nominal size)

Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km. ) (B) By Mechanical Means: 'Grading- II (c) Using Screening Type-B (11.2mm Agg.)

Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km. ) (B) By Mechanical Means: (iii) 'Grading- III (b) Using Screening Type-B (11.2mm Agg.)

Granular Sub-base with Close Graded Material(Table:- 400-1) Plant Mix Method : Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per MoRT&H cl. no. 401 (including cost of testing of materials at site and laboratoryas directed by the deptt.). (i) for grading- I Material

Sand filling in wells complete as per drawing and technical specifications

Providing and laying Interlocking Concrete Block Pavement (ICBP) in Shoulders conforming to IS:15658-2006 including all lead and lift complete as per technical specification and as directed.(100mm thick interlocking precast blocks having compressive strength of 50N/sq.mm)

hitech construction

ANUPAM NIRMAN PVT. LTD.

Shree Gautam Construction Co Ltd