SOPD_SIG_19_20_40

Amount

1)Rotuwa Borpura Disiri road 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.)

Excavation for roadway in soil using manual means for carrying of earth to embankment site with a lift upto 1.50m and lead upto 50m as per Technical Specification Clause 302.3 (Manual should be use where machine can not deployed due to site condition.)

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

4.9/4.04/A(iii)(b)Providing and laying , spreading and compacting stone aggreegate of specific sizes to WBM specification including spreading in uniform thicknes, hand packing rolling Vibratory r oller 80 to 100KN static roller in stage to proper grade and camber applying and brooming stone screening / binding materials to fill up the inter stices of coarse aggregate watering and compacting to the required density .(With an initial lead of 5.00 Km) A)By nmanual means (iii) Grading -II (b) using Screening type - B (11.2mm aggregate).Extn.part.

4.9/4.04/A(iii)(b)Providing and laying , spreading and compacting stone aggreegate of specific sizes to WBM specification including spreading in uniform thicknes, hand packing rolling Vibratory r oller 80 to 100KN static roller in stage to proper grade and camber applying and brooming stone screening / binding materials to fill up the inter stices of coarse aggregate watering and compacting to the required density .(With an initial lead of 5.00 Km) A)By nmanual means (iii) Grading -III (b) using Screening type - B (11.2mm aggregate).

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 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).

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

Item No.7/ 10.2 /A(i) iv:-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 Technical Specification Clause 801. (iv) 800 mm x 600 mm rectangular.

Item No.7/ 10.2 /A(i) iv:-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 Technical Specification Clause 801. (ii)600 mm equlateral triangle

Item No.7/ 10.2 /A(i) iv:-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 Technical Specification Clause 801. (ii)600 mm circular

Kilometer Stone ;- Reinforced cement concrete M15 grade kilometer Stone/local stone of standard design as per IRC 8 fixing in position incl. painting and printing,etc as per drawing and Technical Specification Clause 1703. Ordinary Kilometer 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).

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.

Planting of trees and their maintenance for three year (Planting of trees by the road side (Avenue trees) in .60 m dia holes, 1m deep dug in the ground mixing the soil with decayed farm yard/sludgesmannuare, planting the saplings back filling the trenches watering fixing the tree guard and mainteining the plants for three years.

1000mm dia HPC Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109

Brick Masonry Work in cement mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical specification Clause 1109 (A) Brick masonary in 1:3 cement mortar

Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 (A) Brick masonary in 1:3 cement mortar

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. ( 1000mm Dia Single Row)

Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification

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) By Manual Means

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) By Mechanical Means for items No. 202( b) & ( c) Cement Concrete Grade M-15 & M-20

12.1/304 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 - Mechanical Means, (b) With dewatering, (ii) Depth 3 m to 6 m

Sand Filling in Foundation Trenches as per Drawing & Technical Specification

12.4 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.)

13.5 Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. (N) Without plasticiser, B - RCC Grade M20, Height upto 5m

13.6 Reinforcement : Supplying, fitting and placing TMT bar reinforcement including splicing complete as per drawing and technical specifications. (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)

14.4 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

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

13.9 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. B.Sandy material

i) Niz Behali road 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.)

Excavation for roadway in soil using manual means for carrying of earth to embankment site with a lift upto 1.50m and lead upto 50m as per Technical Specification Clause 302.3 (Manual should be use where machine can not deployed due to site condition.)

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

4.9/4.04/A(iii)(b)Providing and laying , spreading and compacting stone aggreegate of specific sizes to WBM specification including spreading in uniform thicknes, hand packing rolling Vibratory r oller 80 to 100KN static roller in stage to proper grade and camber applying and brooming stone screening / binding materials to fill up the inter stices of coarse aggregate watering and compacting to the required density .(With an initial lead of 5.00 Km) A)By nmanual means (iii) Grading -III (b) using Screening type - B (11.2mm aggregate).

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 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).

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

Item No.7/ 10.2 /A(i) iv:-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 Technical Specification Clause 801. (iv) 800 mm x 600 mm rectangular.

Item No.7/ 10.2 /A(i) iv:-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 Technical Specification Clause 801. '(ii)600 mm equlateral triangle

Item No.7/ 10.2 /A(i) iv:-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 Technical Specification Clause 801. '(ii)600 mm circular

Kilometer Stone ;- Reinforced cement concrete M15 grade kilometer Stone/local stone of standard design as per IRC 8 fixing in position incl. painting and printing,etc as per drawing and Technical Specification Clause 1703. Ordinary Kilometer 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).

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.

Planting of trees and their maintenance for three year (Planting of trees by the road side (Avenue trees) in .60 m dia holes, 1m deep dug in the ground mixing the soil with decayed farm yard/sludgesmannuare, planting the saplings back filling the trenches watering fixing the tree guard and mainteining the plants for three years.

1000mm dia HPC Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109

Brick Masonry Work in cement mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical specification Clause 1109 (A) Brick masonary in 1:3 cement mortar

Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 (A) Brick masonary in 1:3 cement mortar

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. ( 1000mm Dia Single Row)

Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification

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) By Manual Means

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) By Mechanical Means for items No. 202( b) & ( c) Cement Concrete Grade M-15 & M-20

12.1/304 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 - Mechanical Means, (b) With dewatering, (ii) Depth 3 m to 6 m

Sand Filling in Foundation Trenches as per Drawing & Technical Specification

12.4 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.)

13.5 Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. (N) Without plasticiser, B - RCC Grade M20, Height upto 5m

13.6 Reinforcement : Supplying, fitting and placing TMT bar reinforcement including splicing complete as per drawing and technical specifications. (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)

14.4 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

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

13.9 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. B.Sandy material

JANARDHAN BRAHMA