SOPD_G_20_21_74 Construction of road from (1) Borpathar Bhulabori road to Tekelachuck (L-405), (2) Jayanta Saw Mill to Jakhoria Rangoti road via Makuwari (L-036), (3) Dakua Silikhaguri PWD road to Bothakhana via Bhelaimora (L-151) under SOPD-G for th

Amount

(1) Borpathar Bhulabori road to Tekelachuck (L-405) Clearing and grubbing road land including uprooting with vegetation grass,bushes,shrubs,saplings and trees upto 300 mm removal of…………….not exceeding 150 mm in thickness by manual means A)In area non thorny jungle

Construction of embankmenet(core)with materials obtained from borrow pit with initial lead upto 1.5m,transporting to site,spreading,grading to required slope and compacting to meet requirement of table 300-1………clouse 301.5 i) from private land

Construction of sub-gradewith materials obtained from borrow pit with initial lead upto 1.5m,transporting to site,spreading,grading to required slope and compacting to meet……….. requirement of table 300-2 i)From private land

Construction of granular sub-base(GSB) by providing well graded materials speading in uniform layers with motor grader on…………….with smooth wheel roller to achieve the desired density.(A)By mixed in place methot.(ii) for grading II materials

Wet Mix Macadam (Providing, laying, spreading cum 2429.00 andcompacting graded stone aggregate to wet mixmacadam 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

Medium porosity:- Providing and applying primer coat with Bitumen Emulsion (CSS-1) on prepared surface of Granular Base / WBM / WMM including clearing of road surface and spraying primer at the rate of 0.9-1.20 Kg/Sqm using mechanical means as per Technical Specification Clause 502.

Providing and applying tack coat with bitumenemulsion pressure distributor at the rate of 0.25 to 0.30 Kg Per sq.m.on the prepared bituminous / granular surface cleaned with mechanical broom as per Technical Specification Clause

Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producingan average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher ..the reqd. grade, level and alignment, rolling with smooth wheeled, vibratory and ...------- (i)with 60/70 or VG-30 grade bitumen, for GradingII(10 mm nominal size).

Reinforce cement concrete M15 grade kilometer stone/local stone ii) Ordinary kilometer stone

Providing and fixing of retro-reflectorised cautionary madatory and informatory sign as per IRC:67 made of encapsulated lens type reflective setting vide Cl.1701.2.3 fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel Engle iron post 75mm X 75mm X 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm X 450mm X 600mm, 600mm below ground level as per drawings and Technical Specification Clause 801.ii) 60 cm equilateral tringle

Providing and fixing of retro-reflectorised cautionary madatory and informatory sign as per IRC:67 made of encapsulated lens type reflective setting vide Cl.1701.2.3 fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel Engle iron post 75mm X 75mm X 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm X 450mm X 600mm, 600mm below ground level as per drawings and Technical Specification Clause 801.iii) 60 cm circular

Providing and fixing of retro-reflectorised cautionary madatory and informatory sign as per IRC:67 made of encapsulated lens type reflective setting vide Cl.1701.2.3 fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel Engle iron post 75mm X 75mm X 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm X 450mm X 600mm, 600mm below ground level as per drawings and Technical Specification Clause 801.iv) 80cm X 60cm rectangular

Excavation for structures :- E/W in excavation for structures as per drawing and Technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and deleterious materials and disposal upto a lead of 50

Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203(1:3:6)

Beeding of Pipe (ii) Type B(First Class beeding) Laying First Class Beeding on well compacted sand, moorum or approved granular materials

Providing concrete for plain/reinforced concrete in open foundation complete as per drawing & technical specifications.A. with crushed stone III.PCC M-20 grade (1:2:4) Hand mixed.

Providing & Laying reinforced cement concrete pipe NP-3 for culverts on 1st class bedding of granular material in single row including fixing coller with cement morter 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works. 1000mm dia

(2) Jayanta Saw mill to Jakhoria Rangoti Road via Makuwari (L-036) Clearing and grubbing road land including uprooting with vegetation grass,bushes,shrubs,saplings and trees upto 300 mm removal of…………….not exceeding 150 mm in thickness by manual means A)In area non thorny jungle

Construction of embankmenet(core)with materials obtained from borrow pit with initial lead upto 1.5m,transporting to site,spreading,grading to required slope and compacting to meet requirement of table 300-1………clouse 301.5 i) from private land

Construction of sub-gradewith materials obtained from borrow pit with initial lead upto 1.5m,transporting to site,spreading,grading to required slope and compacting to meet……….. requirement of table 300-2 i)From private land

Construction of granular sub-base(GSB) by providing well graded materials speading in uniform layers with motor grader on…………….with smooth wheel roller to achieve the desired density.(A)By mixed in place methot.(ii) for grading II materials

Wet Mix Macadam (Providing, laying, spreading cum 2429.00 andcompacting graded stone aggregate to wet mixmacadam 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

Medium porosity:- Providing and applying primer coat with Bitumen Emulsion (CSS-1) on prepared surface of Granular Base / WBM / WMM including clearing of road surface and spraying primer at the rate of 0.9-1.20 Kg/Sqm using mechanical means as per Technical Specification Clause 502.

Providing and applying tack coat with bitumenemulsion pressure distributor at the rate of 0.25 to 0.30 Kg Per sq.m.on the prepared bituminous / granular surface cleaned with mechanical broom as per Technical Specification Clause

Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producingan average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher ..the reqd. grade, level and alignment, rolling with smooth wheeled, vibratory and ...------- (i)with 60/70 or VG-30 grade bitumen, for GradingII(10 mm nominal size).

Reinforce cement concrete M15 grade kilometer stone/local stone ii) Ordinary kilometer stone

Providing and fixing of retro-reflectorised cautionary madatory and informatory sign as per IRC:67 made of encapsulated lens type reflective setting vide Cl.1701.2.3 fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel Engle iron post 75mm X 75mm X 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm X 450mm X 600mm, 600mm below ground level as per drawings and Technical Specification Clause 801.ii) 60 cm equilateral tringle

Providing and fixing of retro-reflectorised cautionary madatory and informatory sign as per IRC:67 made of encapsulated lens type reflective setting vide Cl.1701.2.3 fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel Engle iron post 75mm X 75mm X 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm X 450mm X 600mm, 600mm below ground level as per drawings and Technical Specification Clause 801.iii) 60 cm circular

Providing and fixing of retro-reflectorised cautionary madatory and informatory sign as per IRC:67 made of encapsulated lens type reflective setting vide Cl.1701.2.3 fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel Engle iron post 75mm X 75mm X 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm X 450mm X 600mm, 600mm below ground level as per drawings and Technical Specification Clause 801.iv) 80cm X 60cm rectangular

Excavation for structures :- E/W in excavation for structures as per drawing and Technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and deleterious materials and disposal upto a lead of 50

Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203(1:3:6)

Beeding of Pipe (ii) Type B(First Class beeding) Laying First Class Beeding on well compacted sand, moorum or approved granular materials

Providing concrete for plain/reinforced concrete in open foundation complete as per drawing & technical specifications.A. with crushed stone III.PCC M-20 grade (1:2:4) Hand mixed.

Providing & Laying reinforced cement concrete pipe NP-3 for culverts on 1st class bedding of granular material in single row including fixing coller with cement morter 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works. 1000mm dia

(3) Dakua Silikhaguri PWD road to Bothakhana via Bhelaimora (L-151) Clearing and grubbing road land including uprooting with vegetation grass,bushes,shrubs,saplings and trees upto 300 mm removal of…………….not exceeding 150 mm in thickness by manual means A)In area non thorny jungle

Construction of embankmenet(core)with materials obtained from borrow pit with initial lead upto 1.5m,transporting to site,spreading,grading to required slope and compacting to meet requirement of table 300-1………clouse 301.5 i) from private land

Construction of sub-gradewith materials obtained from borrow pit with initial lead upto 1.5m,transporting to site,spreading,grading to required slope and compacting to meet……….. requirement of table 300-2 i)From private land

Construction of granular sub-base(GSB) by providing well graded materials speading in uniform layers with motor grader on…………….with smooth wheel roller to achieve the desired density.(A)By mixed in place methot.(ii) for grading II materials

Wet Mix Macadam (Providing, laying, spreading cum 2429.00 andcompacting graded stone aggregate to wet mixmacadam 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

Medium porosity:- Providing and applying primer coat with Bitumen Emulsion (CSS-1) on prepared surface of Granular Base / WBM / WMM including clearing of road surface and spraying primer at the rate of 0.9-1.20 Kg/Sqm using mechanical means as per Technical Specification Clause 502.

Providing and applying tack coat with bitumenemulsion pressure distributor at the rate of 0.25 to 0.30 Kg Per sq.m.on the prepared bituminous / granular surface cleaned with mechanical broom as per Technical Specification Clause

Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producingan average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher ..the reqd. grade, level and alignment, rolling with smooth wheeled, vibratory and ...------- (i)with 60/70 or VG-30 grade bitumen, for GradingII(10 mm nominal size).

Reinforce cement concrete M15 grade kilometer stone/local stone ii) Ordinary kilometer stone

Providing and fixing of retro-reflectorised cautionary madatory and informatory sign as per IRC:67 made of encapsulated lens type reflective setting vide Cl.1701.2.3 fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel Engle iron post 75mm X 75mm X 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm X 450mm X 600mm, 600mm below ground level as per drawings and Technical Specification Clause 801.ii) 60 cm equilateral tringle

Providing and fixing of retro-reflectorised cautionary madatory and informatory sign as per IRC:67 made of encapsulated lens type reflective setting vide Cl.1701.2.3 fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel Engle iron post 75mm X 75mm X 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm X 450mm X 600mm, 600mm below ground level as per drawings and Technical Specification Clause 801.iii) 60 cm circular

Providing and fixing of retro-reflectorised cautionary madatory and informatory sign as per IRC:67 made of encapsulated lens type reflective setting vide Cl.1701.2.3 fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel Engle iron post 75mm X 75mm X 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm X 450mm X 600mm, 600mm below ground level as per drawings and Technical Specification Clause 801.iv) 80cm X 60cm rectangular

Excavation for structures :- E/W in excavation for structures as per drawing and Technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and deleterious materials and disposal upto a lead of 50

Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203(1:3:6)

Beeding of Pipe (ii) Type B(First Class beeding) Laying First Class Beeding on well compacted sand, moorum or approved granular materials

Providing concrete for plain/reinforced concrete in open foundation complete as per drawing & technical specifications.A. with crushed stone III.PCC M-20 grade (1:2:4) Hand mixed.

Providing & Laying reinforced cement concrete pipe NP-3 for culverts on 1st class bedding of granular material in single row including fixing coller with cement morter 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works. 1000mm dia

MS JAGADISHA CONSTRUCTIONS

Probin Dihingia