SOPD_G_20_21_41 (1) Re-construction of Manik Bezbaruah Road (from Ratna Kt. Barkataki High School to Irrigation

Amount

(Bimala Bora Road)Dressing & profiling the existing WBM/Granular/Earthen surface layer of the road from edge to edge of the existing carriage way and both the shoulders, filling low spots and ravelled stretches by providing additional materials of same type as that of the existing top surface layer, cambering, watering, rolling with 8-10 tonne roller to obtain specified compaction, etc to obtain a uniform formation surface with cross fall from the road centre line to the outer edges of the existing embankment. Works to be carried out in accordance with MORT&H specifivation section 300 and as directed by the deptt. (rate considered as per SOR for road bridge and culvert works for all divisions inder PWD Assam 2018-19, at sections where the top level of the subgrade of the existing road surface is not proposed to be raised by more than 100mm. I) Roads having hard crust a) Carriage way (Paved Road)

Maintenance of earthen shoulder(filling with fresh soil) Making up loss of material/irregularities on sholder(Avarage 150mm filling)to design levl by adding fresh approved soil andcompacting it with approved equipment)

Water Bound Macadam:- Providing, laying, spreading and compacting stone agreegates of specific size to WBM specification including spreading in uniform thickness, hand packing rolling with vibrator 80-100KN static roller in stages to proper grade and camber applying and brooming, requisite type of screening /binding materials to fill up the inter slices of coarse aggregate, watering and compacting to the required density Grading-III (B) By manual Means (c. using screening type-B) 11.2mm aggregate

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 block having compressive strength 40N/sq mm.

Providing and laying M-40 grade cement concrete edge block edge restrain complete as per technical specification clause 1504.

(G.B Road (from Old NH-37 ,Panigaon Chariali to Bhadreswar Baruah Road)Maintenance of earthen shoulder(filling with fresh soil) Making up loss of material/irregularities on sholder(Avarage 150mm filling)to design levl by adding fresh approved soil andcompacting it with approved equipment)

Water Bound Macadam:- Providing, laying, spreading and compacting stone agreegates of specific size to WBM specification including spreading in uniform thickness, hand packing rolling with vibrator 80-100KN static roller in stages to proper grade and camber applying and brooming, requisite type of screening /binding materials to fill up the inter slices of coarse aggregate, watering and compacting to the required density Grading-III (B) By manual Means (c. using screening type-B) 11.2mm aggregate

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 specified quantity using mechanical means.)( Including cost of testing of materials at site and laboratory as directed by the deptt.) A. with bitumen emalsion-CSS- 1h .

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.) (c) Granular surfaces treated with primer .

Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete 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 @ 4.5 to 5% 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.508. complete in all respect. (a) With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification) (I)'with 60/70 or VG-30 grade bitumen (ii) for GradingII(10 mm nominal size)

(Gorsthan road )Dressing & profiling the existing WBM/Granular/Earthen surface layer of the road from edge to edge of the existing carriage way and both the shoulders, filling low spots and ravelled stretches by providing additional materials of same type as that of the existing top surface layer, cambering, watering, rolling with 8-10 tonne roller to obtain specified compaction, etc to obtain a uniform formation surface with cross fall from the road centre line to the outer edges of the existing embankment. Works to be carried out in accordance with MORT&H specifivation section 300 and as directed by the deptt. (rate considered as per SOR for road bridge and culvert works for all divisions inder PWD Assam 2018-19, at sections where the top level of the subgrade of the existing road surface is not proposed to be raised by more than 100mm., I) Roads having hard crust, a) Carriage way (Paved Road)

Maintenance of earthen shoulder(filling with fresh soil) Making up loss of material/irregularities on sholder(Avarage 150mm filling)to design levl by adding fresh approved soil andcompacting it with approved equipment)

Water Bound Macadam:- Providing, laying, spreading and compacting stone agreegates of specific size to WBM specification including spreading in uniform thickness, hand packing rolling with vibrator 80-100KN static roller in stages to proper grade and camber applying and brooming, requisite type of screening /binding materials to fill up the inter slices of coarse aggregate, watering and compacting to the required density ,Grading-III (B) By manual Means (c. using screening type-B) 11.2mm aggregate

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 block having compressive strength 40N/sq mm

Providing and laying M-40 grade cement concrete edge block edge restrain complete as per technical specification clause 1504.

( Approach road of Office of the Join Director Health and D.R.D.A along with PWD office Campus)Dressing & profiling the existing WBM/Granular/Earthen surface layer of the road from edge to edge of the existing carriage way and both the shoulders, filling low spots and ravelled stretches by providing additional materials of same type as that of the existing top surface layer, cambering, watering, rolling with 8-10 tonne roller to obtain specified compaction, etc to obtain a uniform formation surface with cross fall from the road centre line to the outer edges of the existing embankment. Works to be carried out in accordance with MORT&H specifivation section 300 and as directed by the deptt. (rate considered as per SOR for road bridge and culvert works for all divisions inder PWD Assam 2018-19, at sections where the top level of the subgrade of the existing road surface is not proposed to be raised by more than 100mm., I) Roads having hard crust,a) Carriage way (Paved Road)

Maintenance of earthen shoulder(filling with fresh soil) Making up loss of material/irregularities on sholder(Avarage 150mm filling)to design levl by adding fresh approved soil andcompacting it with approved equipment)

Construction of Subgrade and Earthen shoulders with approved materials obtained from borrowpits, with all leads and lifts, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2 (including land compensation of earth) as per drawing and Technical Specifications Clause 305.

Construction of Granular Sub Base (GSB) providing coarse graded materials, spreading in uniform layers with motor grader in prepared surface, mixing nby mix in place method with vibratory roller to achieve the desired density, complete as per clause 401 (with an initial lead of 5 km) - (i) For Grading II material

Water Bound Macadam:- Providing, laying, spreading and compacting stone agreegates of specific size to WBM specification including spreading in uniform thickness, hand packing rolling with vibrator 80-100KN static roller in stages to proper grade and camber applying and brooming, requisite type of screening /binding materials to fill up the inter slices of coarse aggregate, watering and compacting to the required density ,Grading-III (B) By manual Means (c. using screening type-B) 11.2mm aggregate

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 block having compressive strength 40N/sq mm

Providing and laying M-40 grade cement concrete edge block edge restrain complete as per technical specification clause 1504.

(Kutubuddin Ahmed Road)Maintenance of earthen shoulder(filling with fresh soil) Making up loss of material/irregularities on sholder(Avarage 150mm filling)to design levl by adding fresh approved soil andcompacting it with approved equipment)

Water Bound Macadam:- Providing, laying, spreading and compacting stone agreegates of specific size to WBM specification including spreading in uniform thickness, hand packing rolling with vibrator 80-100KN static roller in stages to proper grade and camber applying and brooming, requisite type of screening /binding materials to fill up the inter slices of coarse aggregate, watering and compacting to the required density ,Grading-III (B) By manual Means (c. using screening type-B) 11.2mm aggregate

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 specified quantity using mechanical means.)( Including cost of testing of materials at site and laboratory as directed by the deptt.) ,A. with bitumen emalsion-CSS- 1h

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.), (c) Granular surfaces treated with primer .

Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete 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 @ 4.5 to 5% 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.508. complete in all respect. ,(a) With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification),(I)'with 60/70 or VG-30 grade bitumen (ii) for GradingII(10 mm nominal size)

Retro reflectorised Traffic sign: Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801(i) 60cm equilateral traingle

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

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.

Providing reflective pavement marker with a provision of spike at the bottom with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRTH & H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.

Earth work in excavation of foundation of structures as per drawing & technical specifications clause 305.1 including setting out construction of shoring and bracing, removal of strumps and other deleterious material and disposal upto a lead of 50m ,dressing of sides and backfilling in trenches with excavated suitable material.,(1) In ordinary soil , A. Manual means. i)Upto 3m Depth.

Providing brick soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete. a) Brick on flat soling

Plain/reinforced concrete in open foundation complete as per drawing and technical specification Clause 802,803,1202 &1203. (ii) PCC Grade M-15

Supplying,fitting and placing TMT bar reinforcement bars in sub structures complete as per drawing and technical specificatios

Plain /reinforced cement concrete in Sub Structure complete as per drawing and technical specification and steel shuterring framework.

Providing Weep holes in Brick Masonry/Plain/Reinforced Concrete abutment,wingwall/return wall with 100mm 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.

(L.B. road)Dressing & profiling the existing WBM/Granular/Earthen surface layer of the road from edge to edge of the existing carriage way and both the shoulders, filling low spots and ravelled stretches by providing additional materials of same type as that of the existing top surface layer, cambering, watering, rolling with 8-10 tonne roller to obtain specified compaction, etc to obtain a uniform formation surface with cross fall from the road centre line to the outer edges of the existing embankment. Works to be carried out in accordance with MORT&H specifivation section 300 and as directed by the deptt. (rate considered as per SOR for road bridge and culvert works for all divisions inder PWD Assam 2018-19, at sections where the top level of the subgrade of the existing road surface is not proposed to be raised by more than 100mm. I) Roads having hard crust,a) Carriage way (Paved Road)

Maintenance of earthen shoulder(filling with fresh soil) Making up loss of material/irregularities on sholder(Avarage 150mm filling)to design levl by adding fresh approved soil andcompacting it with approved equipment)

Water Bound Macadam:- Providing, laying, spreading and compacting stone agreegates of specific size to WBM specification including spreading in uniform thickness, hand packing rolling with vibrator 80-100KN static roller in stages to proper grade and camber applying and brooming, requisite type of screening /binding materials to fill up the inter slices of coarse aggregate, watering and compacting to the required density ,Grading-III (B) By manual Means (c. using screening type-B) 11.2mm aggregate

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 block having compressive strength 40N/sq mm.

Providing and laying M-40 grade cement concrete edge block edge restrain complete as per technical specification clause 1504.

(Manik Bezbaruah Road )Excavation in Soil by Manual Means. (a)(Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.)

Dressing & profiling the existing WBM/Granular/Earthen surface layer of the road from edge to edge of the existing carriage way and both the shoulders, filling low spots and ravelled stretches by providing additional materials of same type as that of the existing top surface layer, cambering, watering, rolling with 8-10 tonne roller to obtain specified compaction, etc to obtain a uniform formation surface with cross fall from the road centre line to the outer edges of the existing embankment. Works to be carried out in accordance with MORT&H specifivation section 300 and as directed by the deptt. (rate considered as per SOR for road bridge and culvert works for all divisions inder PWD Assam 2018-19, at sections where the top level of the subgrade of the existing road surface is not proposed to be raised by more than 100mm., I) Roads having hard crust, a) Carriage way (Paved Road)

Construction of Granular Sub Base (GSB) providing coarse graded materials, spreading in uniform layers with motor grader in prepared surface, mixing nby mix in place method with vibratory roller to achieve the desired density, complete as per clause 401 (with an initial lead of 5 km) - (i) For Grading II material

Water Bound Macadam:- Providing, laying, spreading and compacting stone agreegates of specific size to WBM specification including spreading in uniform thickness, hand packing rolling with vibrator 80-100KN static roller in stages to proper grade and camber applying and brooming, requisite type of screening /binding materials to fill up the inter slices of coarse aggregate, watering and compacting to the required density Grading-III (B) By manual Means (c. using screening type-B) 11.2mm aggregate3

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 block having compressive strength 40N/sq mm.

Providing and laying M-40 grade cement concrete edge block edge restrain complete as per technical specification clause 1504.

(Nurul Amin Stadium road )Water Bound Macadam:- Providing, laying, spreading and compacting stone agreegates of specific size to WBM specification including spreading in uniform thickness, hand packing rolling with vibrator 80-100KN static roller in stages to proper grade and camber applying and brooming, requisite type of screening /binding materials to fill up the inter slices of coarse aggregate, watering and compacting to the required density ,Grading-III (B) By manual Means (c. using screening type-B) 11.2mm aggregate

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 specified quantity using mechanical means.)( Including cost of testing of materials at site and laboratory as directed by the deptt.) ,A. with bitumen emalsion-CSS- 1h .

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.), (c) Granular surfaces treated with primer

Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete 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 @ 4.5 to 5% 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.508. complete in all respect.,(a) With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification),(I)'with 60/70 or VG-30 grade bitumen (ii) for GradingII(10 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.

Providing reflective pavement marker with a provision of spike at the bottom with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRTH & H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.

(Road from Old NH-37(Near Kapili Nursing,Dimoruguri) to Poly road)Dressing & profiling the existing WBM/Granular/Earthen surface layer of the road from edge to edge of the existing carriage way and both the shoulders, filling low spots and ravelled stretches by providing additional materials of same type as that of the existing top surface layer, cambering, watering, rolling with 8-10 tonne roller to obtain specified compaction, etc to obtain a uniform formation surface with cross fall from the road centre line to the outer edges of the existing embankment. Works to be carried out in accordance with MORT&H specifivation section 300 and as directed by the deptt. (rate considered as per SOR for road bridge and culvert works for all divisions inder PWD Assam 2018-19, at sections where the top level of the subgrade of the existing road surface is not proposed to be raised by more than 100mm., I) Roads having hard crust,a) Carriage way (Paved Road)

Maintenance of earthen shoulder(filling with fresh soil) Making up loss of material/irregularities on sholder(Avarage 150mm filling)to design levl by adding fresh approved soil andcompacting it with approved equipment)

Water Bound Macadam:- Providing, laying, spreading and compacting stone agreegates of specific size to WBM specification including spreading in uniform thickness, hand packing rolling with vibrator 80-100KN static roller in stages to proper grade and camber applying and brooming, requisite type of screening /binding materials to fill up the inter slices of coarse aggregate, watering and compacting to the required density ,Grading-III (B) By manual Means (c. using screening type-B) 11.2mm aggregate.

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 block having compressive strength 40N/sq mm

Providing and laying M-40 grade cement concrete edge block edge restrain complete as per technical specification clause 1504.

( Paniram Bora Road)Maintenance of earthen shoulder(filling with fresh soil) Making up loss of material/irregularities on sholder(Avarage 150mm filling)to design levl by adding fresh approved soil andcompacting it with approved equipment)

'Scarifying existing bituminous surface to a depth of 150 mm by mechanicalmeans (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.

Water Bound Macadam:- Providing, laying, spreading and compacting stone agreegates of specific size to WBM specification including spreading in uniform thickness, hand packing rolling with vibrator 80-100KN static roller in stages to proper grade and camber applying and brooming, requisite type of screening /binding materials to fill up the inter slices of coarse aggregate, watering and compacting to the required density Grading-III (B) By manual Means (c. using screening type-B) 11.2mm aggregate

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 block having compressive strength 40N/sq mm.

Providing and laying M-40 grade cement concrete edge block edge restrain complete as per technical specification clause 1504.

(RKB Road)Maintenance of earthen shoulder(filling with fresh soil) Making up loss of material/irregularities on sholder(Avarage 150mm filling)to design levl by adding fresh approved soil andcompacting it with approved equipment)

Water Bound Macadam:- Providing, laying, spreading and compacting stone agreegates of specific size to WBM specification including spreading in uniform thickness, hand packing rolling with vibrator 80-100KN static roller in stages to proper grade and camber applying and brooming, requisite type of screening /binding materials to fill up the inter slices of coarse aggregate, watering and compacting to the required density Grading-III (B) By manual Means (c. using screening type-B) 11.2mm aggregate

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 specified quantity using mechanical means.)( Including cost of testing of materials at site and laboratory as directed by the deptt.) A. with bitumen emalsion-CSS- 1h .

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.) (c) Granular surfaces treated with primer .

Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete 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 @ 4.5 to 5% 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.508. complete in all respect. (a) With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification) (I)'with 60/70 or VG-30 grade bitumen (ii) for GradingII(10 mm nominal size)

(Nagaon Dakshinpat road to Milanpur via Baidyatup)Dressing & profiling the existing WBM/Granular/Earthen surface layer of the road from edge to edge of the existing carriage way and both the shoulders, filling low spots and ravelled stretches by providing additional materials of same type as that of the existing top surface layer, cambering, watering, rolling with 8-10 tonne roller to obtain specified compaction, etc to obtain a uniform formation surface with cross fall from the road centre line to the outer edges of the existing embankment. Works to be carried out in accordance with MORT&H specifivation section 300 and as directed by the deptt. (rate considered as per SOR for road bridge and culvert works for all divisions inder PWD Assam 2018-19, at sections where the top level of the subgrade of the existing road surface is not proposed to be raised by more than 100mm., I) Roads having hard crust, a) Carriage way (Paved Road)

Construction of Subgrade and Earthen shoulders with approved materials obtained from borrowpits, with all leads and lifts, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2 (including land compensation of earth) as per drawing and Technical Specifications Clause 305.

Water Bound Macadam:- Providing, laying, spreading and compacting stone agreegates of specific size to WBM specification including spreading in uniform thickness, hand packing rolling with vibrator 80-100KN static roller in stages to proper grade and camber applying and brooming, requisite type of screening /binding materials to fill up the inter slices of coarse aggregate, watering and compacting to the required density Grading-III (B) By manual Means (c. using screening type-B) 11.2mm aggregate

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 block having compressive strength 40

Providing and laying M-40 grade cement concrete edge block edge restrain complete as per technical specification clause 1504.

Retro reflectorised Traffic sign: Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (i) 60cm equilateral traingle

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801,(1) In ordinary soil , A. Manual means. i)Upto 3m Depth

Providing brick soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete. a) Brick on flat soling

Plain/reinforced concrete in open foundation complete as per drawing and technical specification Clause 802,803,1202 &1203.

Brick masonry work in cement mortar 1:3 cum 6649.00 in foundation complete excluding pointing and plastering, as per drawing and technical specifications, Cement Morter, Prop. 1:3 (1cement :3 sand)

Supplying,fitting and placing TMT bar reinforcement bars in sub structures complete as per drawing and technical specificatios.

Plain /reinforced cement concrete in Sub Structure complete as per drawing and technical specification and steel shuterring framework. B) RCC Grade M-25 Height upto 5.00M

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications

Providing, fitting, hoisting and fixing of MS rectangular hollow section cover of drain fabricated conforming to relevent I.S. code with size 75 mmx45mmx10mm and 50mmx45mmx10mm as per aproved design and drawing including one coat of red oxide Zinc Chromate primer and two coats of apporoved enamel paint etc complete as directed.

( Road & Culvert on Chinapatty Railway Level Crossing to Kachalukhowa, Jogyeswar Sharma Road & repairing of Nowgaon Girls College Foot Bridge)Excavation in Soil by Manual Means. (a)(Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.)

Construction of Granular Sub Base (GSB) providing coarse graded materials, spreading in uniform layers with motor grader in prepared surface, mixing nby mix in place method with vibratory roller to achieve the desired density, complete as per clause 401 (with an initial lead of 5 km) - (i) For Grading II material

Wet Mix Mechadam(Providing Laying Spreading and compacting graded stone agregate to wet mix mecadam specification including premixing the materials with water at OMC in mecanical mix plant carriage to mix material by tipper to site,laying in uniform layers with paver in sub base/base course on well prepared surface and compactingwithvibretory roller to achieve the desired density (Including carriage of mixed materials up to 10.00KM initial lead from mixing plant)

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 block having compressive strength 40N/sq mm.

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 specified quantity using mechanical means.)( Including cost of testing of materials at site and laboratory as directed by the deptt.) A. with bitumen emalsion-CSS- 1h .

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.) (c) Granular surfaces treated with primer .

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.

Seal Coat (providing and laying seal coat sealing the voids in a bituminous surface laid to te specified level ,grade and crossfall using Type A and Type B seal coat)including cost of testing of materialsat site and laboratory as directed by the Department.

Earth work in excavation of foundation of structures as per drawing & technical specifications clause 305.1 including setting out construction of shoring and bracing, removal of strumps and other deleterious material and disposal upto a lead of 50m ,dressing of sides and backfilling in trenches with excavated suitable material.,(1) In ordinary soil ,A. Manual means. i)Upto 3m Depth.

Plain/reinforced concrete in open foundation complete as per drawing and technical specification Clause 802,803,1202 &1203. (i) PCC Grade M-10

Plain/reinforced concrete in open foundation complete as per drawing and technical specification Clause 802,803,1202 &1203. ,(iii) PCC Grade M-15

Plain/reinforced concrete in open foundation complete as per drawing and technical specification Clause 802,803,1202 &1203. ,(iii) PCC Grade M-20

Plain /reinforced cement concrete in Sub Structure complete as per drawing and technical specification and steel shuterring framework,PCC Grade M-15

Plain /reinforced cement concrete in Sub Structure complete as per drawing and technical specification and steel shuterring framework, RCC Grade M-20

Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications

Providing and laying reinforced cement concrete in super structure as per drawing and Technical specifications Clauses 800, 1205.4 and 1205.5.(A) with crushed stone) RCC Grade M-20

Providing Weep holes in Brick Masonry/Plain/Reinforced Concrete abutment,wingwall/return wall with 100mm 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.

Backfilling behind abutment, wing wall and return wall complete as per drawing and Technical specification Clause 1204.0.8 i) Granular material

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

Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as pee drawing and technical specifications clauses 800, 900 and 1208.

Wood work including supplying fitting fixing complete with necessary MS bolts nuts nails screws etc.and cold tarring two coats with best tar aplied hot(Rate is inclusive of he cost of required quantity of tar). B)Using Azar /Nahar/Nageswar/Zarul wood ,(a) Undressed in floor planks,collers,bracing,standerds,wheel guards,struts and raillings,runner belt,rail,post etc.

Wood work including supplying fitting fixing complete with necessary MS bolts nuts nails screws etc.and cold tarring two coats with best tar aplied hot(Rate is inclusive of he cost of required quantity of tar). B)Using Azar /Nahar/Nageswar/Zarul wood (b) In trackway plank (alternative nailling will be done in stggered way)

Labour for taking out old wood work of bridges and re- fitting wood work including sizing,supplying and fixing with new M.S bolts,nuts,nails,spikes and coaltaring one coat appling hot (coal tar to be supplied by the contractor at his own cost) including removing the old wood and staking in suitable places.

Ramawtar Agarwala