A/RI-4 improvement and upgradation of Sarthebari Pathsala Road under ASRIP

Amount

Road Works 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 lead and lifts and earth/sand filling in the depression/pit created as per Technical specifications Clause No.201) a) Girth from 300 mm to 600 mm

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 lead and lifts and earth/sand filling in the depression/pit created as per Technical specifications Clause No.201) b) Girth from 600 mm to 900 mm

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 lead and lifts and earth/sand filling in the depression/pit created as per Technical specifications Clause No.201) c) Girth from 900 mm to 1800 mm

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 lead and lifts and earth/sand filling in the depression/pit created as per Technical specifications Clause No.201) d) Girth above 1800 mm

Removal of stumps of trees left behind after cutting of trees by other agency with all lifts and lead and earth filling in the depression / pit as per Technical specifications Clause No.201 Girth from 300 mm to 600 mm

Removal of stumps of trees left behind after cutting of trees by other agency with all lifts and lead and earth filling in the depression / pit as per Technical specifications Clause No.201 Girth from 600 mm to 900 mm

Removal of stumps of trees left behind after cutting of trees by other agency with all lifts and lead and earth filling in the depression / pit as per Technical specifications Clause No.201 Girth from 900 mm to 1800 mm

Removal of stumps of trees left behind after cutting of trees by other agency with all lifts and lead and earth filling in the depression / pit as per Technical specifications Clause No.201 Girth above 1800 mm

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 roots of trees cut earlier and disposal of unserviceable materials, stacking of serviceable material to be used as directed by Engineer as per technical specification Clause No.201)

Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials to shown location, stacking serviceable and unserviceable materials separately, By mechanical means as per Technical specification clause No 202.) Bituminous courses

Dismantling of Flexible Pavements (Dismantling of flexible pavements and taking dismantled materials to construction camp, stacking serviceable and unserviceable materials separately for re-use as per additional Technical specification A-3, By mechanical means.as per drawing and technical specification) Granular courses

Dismantling of Structures (Dismantling Brick / Tile work / Stone Masonry in cement mortor including Pools and plants (T&P) and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lift and lead.)

Removing all type of Hume pipe culverts above 900 mm including masonry works and stacking pipes at location shown by Engineer as per technical Specifications clause 202

Dismantling of kilometre stone (Dismantling of kilometre stone including cutting of earth, foundation and disposal of dismantled material with all lifts and lead and back filling of pit as per technical specification clause 202.3.) 5th KM stone

Dismantling of kilometre stone (Dismantling of kilometre stone including cutting of earth, foundation and disposal of dismantled material with all lifts and lead and back filling of pit as per technical specification clause 202.3) Ordinary KM Stone

Dismantling of kilometre stone (Dismantling of kilometre stone including cutting of earth, foundation and disposal of dismantled material with all lifts and lead and back filling of pit as per technical specification clause 202.3) Hectometre Stone/200-M stone

Excavation in Soil using Hydraulic Excavator Tippers with disposal all lead and lifts. (Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, loading disposal of excavated earth with in all lifts and leads or for reuse if suitable for embankment/subgrade at other location). As per Clause.301.3 technical specification)

Excavation in Ordinary Rock using Hydraulic Excavator and Tippers within all lifts and leads. (Excavation for roadway in ordinary rock with hydraulic excavator including cutting and loading in tippers, transporting to embankment site within all lift and lead, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections as per technical specification Clause .301.3)

Excavation in Hard Rock using Hydraulic Excavator and Tippers within all lifts and leads. (Excavation for roadway in ordinary rock with hydraulic excavator including cutting and loading in tippers, transporting to embankment site within all lift and lead, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections as per technical specification Clause .301.3)

Excavation in Marshy Soil (Excavation for roadway in marshy soil with hydraulic excavator including cutting and loading in tippers and disposal with in all lifts and lead, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, as per technical specification Clause .301.3)

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 requirements of Technical specifications Clause No.305

Construction of Embankment with materials deposited from roadway cutting (Construction of embankment with approved Material Deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2 and as per technical specification Clause 305).

Construction of Subgrade/Median/Earthen Shoulders (Construction of sub-grade, Median 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 No. 300-2 and Technical specification Clause 305 and 408)

Granular Sub-Base with Coarse Graded Material (Table: - 400- 1), (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Technical specifications clause 401) (I) For Grading V Material

Granular Sub-Base by reuse of excavated Coarse Graded Material from existing road (Table:- 400- 1) ( Construction of granular sub-base by reuse of excavated non bituminous base and sub base roadway material from existing road , taking to plant area ,crushing to size and mixing suitable materials required to bring it to desired grading latter spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 and Table 400-2 of Technical Specification and clause No. 401) (i)For Grading V Material

Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate as per Technical 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 Technical specification clause No.406)

Prime Coat Providing and applying primer coat as per Technical specification clause 502 with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer using mechanical means as per spreading rate approved by Engineer.

Tack Coat Providing and applying tack coat with bitumen emulsion as per Technical specifications clause 503 by using emulsion pressure distributor on the prepared bituminous surface cleaned with mechanical broom at rate of spread approved by Engineer.

Dense Bituminous Macadam Providing and laying dense bituminous macadam Grading II (19mm nominal aggregate size) using VG 30 grade bitumen with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using materials as per mix design, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade and alignment, compacting to achieve the desired compaction and complete in all respects as per Technical specification clause .505 .

Bituminous Concrete Providing and laying bituminous concrete Grading I (13mm nominal aggregate size) using PMB 70 grade bitumen with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using materials as per mix design, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, compacting to achieve the desired compaction and complete in all respects as per Technical specification clause 501.2 .1

Protection works Providing and laying Stone/Boulder Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specification Section 2500

Protection works Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification and Section 2500

Drain/ Retaining wall/ Toe wall Excavation in Soil using Hydraulic Excavator Tippers with disposal all lead and lifts. (Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, loading disposal of excavated earth with in all lifts and leads or for reuse if suitable for embankment/subgrade at other location). As per Clause.301.3 technical specification)

Retaining wall/ Toe wall Supplying, fitting and placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specification section 1600

Drain/ Retaining wall/ Toe wall Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications section 1600

Drain/ Retaining wall/ Toe wall 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 Clause No.2706

Retaining wall/ Toe wall Providing and laying Plain cement concrete mechanically mixed and compacted, including centring and shuttering all complete as per clause 1500, 1700 & 2100 drawings and Technical specifications and as directed by the Engineer-in-charge. PCC M15 grade (Without plasticiser)

Retaining wall/ Toe wall Providing and laying Reinforced cement concrete mechanically mixed and compacted, including centring and shuttering all complete as per clause 1500, 1700 & 2200 drawings and Technical specifications and as directed by the Engineer-in-charge. RCC M25 grade (Without plasticiser)

Retaining wall/ Toe wall Providing and laying Reinforced cement concrete mechanically mixed and compacted, including centring and shuttering all complete as per clause 1500, 1700 & 2200 drawings and Technical specifications and as directed by the Engineer-in-charge. RCC M30 grade (Without plasticiser)

Back filling with granular material behind wing walls and return walls complete as per drawing and Technical Specification and as per clause 305

Kilometre Stone: Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.as per technical specification IRC: 8 -1980 Type Designs of Highway Kilometer Stone (Second revision) 5th kilometre stone (precast)

Kilometre Stone: Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.as per technical specification IRC: 8 -1980 Type Designs of Highway Kilometer Stone (Second revision) Ordinary Kilometer stone (Precast)

Kilometre Stone: Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.as per technical specification IRC: 8 -1980 Type Designs of Highway Kilometre Stone (Second revision) Hectometre stone (Precast

Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Technical Specification clause no 801.3 size 120 x 180 cm

Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Technical Specification clause no 801.3 size 240 x 150 cm

Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing 80 mm x 60 mm rectangular Clause No.801.3

Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing 450 mm x 600 mm rectangular Clause No.801.3

Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing Cautionary/ Warning signs (900 mm Eq. triangle) Clause No.801.3

Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing Mandatory / Regulatory sign Clause No.801.3

Retro-Reflectorised Traffic Signs Supplying and installation of Retro Reflectorized Indicators, 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorized panels at the top, buried or pressed into the ground and conforming toIRC-79, all complete as per Technical specifications and as directed by the Engineer-in-charge. b) One way hazard marker

Retro-Reflectorised Traffic Signs Supplying and installation of Retro Reflectorized Indicators, 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorized panels at the top, buried or pressed into the ground and conforming toIRC-79, all complete as per Technical specifications and as directed by the Engineer-in-charge. d) Object hazard marker

Retro-Reflectorised Traffic Signs Supplying and installation of Retro Reflectorized Indicators, 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorized panels at the top, buried or pressed into the ground and conforming toIRC-79, all complete as per Technical specifications and as directed by the Engineer-in-charge. Road way delineator

Retro-Reflectorised Traffic Signs Supplying and installation of Retro Reflectorized Indicators, 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorized panels at the top, buried or pressed into the ground and conforming toIRC-79, all complete as per Technical specifications and as directed by the Engineer-in-charge. Raised pavement marker (Solar)

Retro-Reflectorised Traffic Signs Supplying and installation of Retro Reflectorized Indicators, 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorized panels at the top, buried or pressed into the ground and conforming toIRC-79, all complete as per Technical specifications and as directed by the Engineer-in-charge. Chevroh 600 x 750 mm

Direction and Place Identification Signs with size more than 0.9 sqm size Board. Providing and erecting direction and place identification retro- reflectrorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause No.801.3

Overhead Signs of including Truss, Two Vertical Post, concrete foundation all complete Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectrorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in Technical specification clause 802.2 and 802.3 and installed as per Technical specification clause 802.6 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved drawing and plans and Technical specifications complete and Technical specification Clause No.802

Metal Beam Crash Barrier 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, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS : 1367 and IS : 1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x5 mm, 546 mm long complete as per Technical specification clause 811.3 complete job as per approved drawings.

Flexible Crash Barrier, Wire Rope Safety Barrier (Providing and erecting a wire rope safety barrier with vertical posts of medium weight RS Joist (ISMB series) 100 mm x 75 mm (11.50 kg/m), 1.50 m long 0.85 m above ground and 0.65 m below ground level, split at the bottom for better grip , embeded in M-15 grade cement concrete 450mm X 450mm X 450mm, 1.50m centre to centre with 4 horizontal steel wire rope 40mm dia and anchored at terminal posts 15m apart. Terminal posts to be embeded in M15 grade cement concrete foundation 2400 X 450 X 900mm (Depth), strengthen by a strut of Rs joists 100X75mm. 2m long at 450 inclination and a tie 100 X 8mm, 1.50m long at the bottom, all embeded in foundation concrete as per approved design and drawing rate excluding excavation and cement concrete.) as per clause no 811.4

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface 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 as per Technical specification Clause No. 803.4

Boundary pillar Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting as per Clause No. 807

Pedestrian Guard Rail: Tubular Steel Railing on Medium Weight steel channel (ISMC series) 100 mm x 50 mm (Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings and Technical Specification clause 809)

Road Stud with Lense Reflector Road Markers/Road Stud with Lense Reflector (Providing and fixing of road stud 100x 100 mm, die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973) and Technical specification Clause 804.

Supply & installation of solar street light proposed at Major & Minor Junction Location, Bus Bay & Bus Shelter Location as per drawing and Clause No. 12.4 of IRC SP 73 :2018 "Manual of Specifications and Standards for Two Laning of Highways with Paved Shoulder (Second Revision)

Construction of R.C.C Bus shelter at Village Portion as per drawing and Technical specifications Clause No. 12.6 of IRC SP 73 :2018 "Manual of Specifications and Standards for Two Laning of Highways with Paved Shoulder (Second Revision)

Bus Bay Construction of Bus Bay at Village Portion as per drawing and Technical specifications

Supply and Installation of 300 mm Solar Blinker. LED - 216 Solar Panel 30 Watt Battery - 12 AH Fitting, Fixing and all complete Job.

Box Culvert Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification Clause No 304, 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. Depth upto 3 m

Box Culvert Plain/Reinforced cement concrete, in foundation complete as per drawing and technical specification including steel shuttering formwork and Technical specification Section 2100 RCC Grade M30 Using Batching Plant, Transit Mixer and Concrete Pump

Box Culvert Reinforced cement concrete, in sub structure complete as per drawing and technical specification Section.2200 and steel shuttering formwork RCC Grade M30 Using Batching Plant, Transit Mixer and Concrete Pump

Box Culvert Furnishing and Placing Reinforced/ Prestressed cement concrete in superstructure as per drawing and Technical Specification’ Section 2300 including steel shuttering formwork. RCC Grade M30 Using Batching Plant, Transit Mixer and Concrete Pump

Box Culvert Reinforcement in Foundation (Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and Technical specifications Section 1600)

Box Culvert Reinforcement in Sub Structure (Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in sub structure complete as per drawing and Technical specifications Section 1600)

Box Culvert 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 specification Section 1600)

Box Culvert Plain cement concrete, in foundation complete as per drawing and Technical specification section 2100 including steel shuttering formwork. PCC Grade M15

Box Culvert Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surfaces behind the abutment, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification Section 2500

Box Culvert 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 Clause 2706

Box Culvert Backfilling behind abutment, wing wall and return wall complete as per drawings and Technical Specification as Per clause 305

Box Culvert Stone/Boulder Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification Section 2500

Box Culvert Plain cement concrete, in foundation complete as per drawing and Technical specification 2507 including steel shuttering formwork. Curtain wall/flexible Apron PCC Grade M20

Box Culvert Providing and laying Stone/Boulder Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications Section 2500

Box Culvert Providing and laying Stone/Boulder apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification Section 2500

Box Culvert Rigid Apron: -Providing and laying Flooring complete as per drawing and Technical specifications Section 2500 laid over cement concrete bedding. Rubble stone laid in cement mortar 1:3

Box Culvert Construction of crash barrier, parapet, coping beam with friction slab in M-30 grade concrete complete as per technical specification and drawing.

Major Bridge Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification clause 304, 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.) for ordinary soil upto 3m depth

Major Bridge Providing and laying cutting edge of mild steel weighing 40 kg per metre for well foundation complete as per drawing and technical specification clause 1204.

Major Bridge Plain/Reinforced Cement Concrete M30 Grade, in Well curb of Well Foundation complete as per Drawing and Technical Specification clause 1205 & Section 1700 With Batching Plant, Transit Mixer and Concrete Pump

Major Bridge Plain/Reinforced Cement Concrete (PCC) M25 Grade , in Bottom Plug of Well Foundation complete as per Drawing and Technical Specification clause 1209 & Section 1700 With Batching Plant, Transit Mixer and Concrete Pump

Major Bridge Sinking of 6 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications.Clause No.1208.1 to Clause No.1208.7and Clause No.1208.9 to Clause No. 1208.11. Depth of sinking is reckoned from bed level. Depth below bed level upto 3.0 M

Major Bridge Sinking of 6 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications.Clause No.1208.1 to Clause No.1208.7and Clause No.1208.9 to Clause No. 1208.11. Depth of sinking is reckoned from bed level. Beyond 3m upto 10m depth

Major Bridge Sinking of 6 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications.Clause No.1208.1 to Clause No.1208.7and Clause No.1208.9 to Clause No. 1208.11. Depth of sinking is reckoned from bed level. Beyond 10m upto 20m depth

Major Bridge Sinking of 6 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications.Clause No.1208.1 to Clause No.1208.7and Clause No.1208.9 to Clause No. 1208.11. Depth of sinking is reckoned from bed level. Beyond 20m upto 30m depth

Major Bridge Plain/Reinforced Cement Concrete M30 Grade, in Well Steining of Well Foundation complete as per Drawing and Technical Specification clause 1207 & 1700 With Batching Plant, Transit Mixer and Concrete Pump

Major Bridge Sand Filling in Wells complete as per Drawing and Technical Specification clause 1210

Major Bridge Providing and laying Plain cement concrete in Levelling Course, mechanically mixed and compacted, including centring and shuttering all complete as per clause 1500, 1700 & 2100 drawings and Technical specifications and as directed by the Engineer-in-charge. PCC M15 grade (Without plasticiser)

Major Bridge Plain/Reinforced Cement Concrete (PCC) M25 Grade , in Top/ Intermediarte Plug of Well Foundation complete as per Drawing and Technical Specification clause 1211 & Section 1700 With Batching Plant, Transit Mixer and Concrete Pump

Major Bridge Plain/Reinforced Cement Concrete M35 Grade , in Well cap of Well Foundation complete as per Drawing and Technical Specification clause 1212, 1213 & Section 1700 using Batching Plant, Transit Mixer and Concrete Pump

Major Bridge Plain/reinforced cement concrete in substructure complete as per drawings and technical specifications section 2200 With Batching Plant, Transit Mixer and Concrete Pump R.C.C. grade M-35 Height upto 5m

Major Bridge Plain/reinforced cement concrete in substructure complete as per drawings and technical specifications section 2200 With Batching Plant, Transit Mixer and Concrete Pump R.C.C. grade M-35 Height 5m and above

Major Bridge Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure including all lead and lifts as per drawing and Technical Specification Section 2300 Sesmic Arrester and Pedestail PSC Grade M-40, Using Batching plant

Major Bridge Supplying, fitting and fixing in position true to line and level Bearing conforming to IRC: 83 (Part-III) section IX and clause no 2006 complete including all accessories as per drawing and Technical Specifications. a) Pot bearings

Major Bridge Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure including all lead and lifts as per drawing and Technical Specification section 2300 PSC Grade M-40, Using Batching plant

Major Bridge PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification Clause No 2704

Major Bridge Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification Clause No 2704

Major Bridge Providing and laying of an strip seal expansion joint complete as per drawing and Technical specification for road & bridge works Clause No.2606

Major Bridge Drainage Spouts complete as per drawing and Technical specification Clause No.2705

Major Bridge 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 Clause 2706

Major Bridge Supplying, fitting and placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specification section 1600

Major Bridge Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications section 1600

Major Bridge Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications Section 1600

Major Bridge Providing and Fixing Steel Girder for Superstructure including painting complete as per drawing and technical specifications under Section 1900.

Major Bridge RCC Crash Barrier including reinforcement complete as per drawing and Technical Specifications Clause No.2703.3 and Clause No.811.2 & Clause No. 109.6. of IRC : 5 -2015 Standard Specifications and Code of Practice for Road Bridges Section- I General Features of Design

Major Bridge Bituminous Concrete Providing and laying bituminous concrete complete as per drawing and Technical Specifications Clause No.501.2.1 (i) with PMB-70 Grade Bitumen (i) for grading 2 (13.2mm nominal size)

Major Bridge Mastic Asphalt (Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29( binder having penetration as (15+/- 5) at 25 deg. centigrade), prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing anti-skid surface with bitumen pre coated fine grained hard stone ships of 13.2mm nominal size at the rate of .005cum per 10 sqm. and at an approximate spacing of 10 cm centre to centre in both directions, pressed into surface when the temperature of surfaces not less than 1000C, protruding 1mm to 4mm over mastic surface, all complete as per Technical specification Clause 2702.

Major Bridge Tack Coat Providing and applying tack coat with bitumen emulsion as per Technical specifications clause 503 by using emulsion pressure distributor on the prepared bituminous surface cleaned with mechanical broom at rate of spread approved by Engineer.

Major Bridge Providing and laying of Filter media with granular materials/stone crushed aggregates behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification and Appendix 6 of IRC78 :2014 "Standard Specifications and Code of Practice for Road Bridges"

Major Bridge Providing and laying Stone/Boulder Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications Section 2500

Major Bridge Painting two coats after filling the surface with synthetic enamel paint in all shades on new concrete surfaces as per ATS-2

Major Bridge Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification and Section 2500

Major Bridge Back filling behind abutment, wing wall and return wall complete as per drawing, IRC and Technical Specification Clause-305 (Granular / Sandy Material)

Repair and Maintenance of Bridges Bituminous Concrete Providing and laying bituminous concrete Grading I (13mm nominal aggregate size) using PMB 70 grade bitumen with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using materials as per mix design, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, compacting to achieve the desired compaction and complete in all respects as per Technical specification clause 501.2 .1

Repair and Maintenance of Bridges Mastic Asphalt (Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29( binder having penetration as (15+/- 5) at 25 deg. centigrade), prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing anti-skid surface with bitumen pre coated fine grained hard stone ships of 13.2mm nominal size at the rate of .005cum per 10 sqm. and at an approximate spacing of 10 cm centre to centre in both directions, pressed into surface when the temperature of surfaces not less than 1000C, protruding 1mm to 4mm over mastic surface, all complete as per Technical specification Clause No.516

Repair and Maintenance of Bridges Dismantling of existing wearing coat including bituminous overlay, expansion joints and drainage spouts manually or with the help of jack hammers including its removal and disposal and preparation of surface to receive a layer of mastic asphalt complete without causing any detrimental effect to any part of the bridge structure with all lifts and leads complete as per Technical specifications clause 2811

Environment Management Cost Ambient air quality monitoring along the project road for particulate matter (PM2.5 and PM10), sulphur dioxide (SO2), oxides of nitrogen (NOX); and carbon monoxides (CO) using standard analysis technique in accordance with the National Ambient Air Quality Standards formulated by MoEF&CC and the World Bank (IFC) Air Quality. Near all hot mix plant locations approved by the Engineer as per Technical specification clause 111

Environment Management Cost Ambient air quality monitoring along the project road for particulate matter (PM2.5 and PM10), sulphur dioxide (SO2), oxides of nitrogen (NOX); and carbon monoxides (CO) using standard analysis technique in accordance with the National Ambient Air Quality Standards formulated by MoEF&CC and the World Bank (IFC) Air Quality. Construction sites near sensitive locations as per Technical specification clause 111

Environment Management Cost Ambient air quality monitoring along the project road for particulate matter (PM2.5 and PM10), sulphur dioxide (SO2), oxides of nitrogen (NOX); and carbon monoxides (CO) using standard analysis technique in accordance with the National Ambient Air Quality Standards formulated by MoEF&CC and the World Bank (IFC) Air Quality. At 2 location during operation stage where monitoring had been done during construction stage as per Technical specification clause 111

Environment Management Cost Sound Pressure Level (SPL) measurements along the project road using standard analysis technique in accordance with the National Ambient Air Quality Standards in respect of noise formulated by MoEF&CC and the World Bank (IFC) Air Quality. At equipment yards/ Hot mix plants/ Construction Camps as per Technical specification clause 111

Environment Management Cost Sound Pressure Level (SPL) measurements along the project road using standard analysis technique in accordance with the National Ambient Air Quality Standards in respect of noise formulated by MoEF&CC and the World Bank (IFC) Air Quality. Near known nesting sites - as directed by the Engineer as per Technical specification clause 111

Environment Management Cost Sound Pressure Level (SPL) measurements along the project road using standard analysis technique in accordance with the National Ambient Air Quality Standards in respect of noise formulated by MoEF&CC and the World Bank (IFC) Air Quality. During Operation Stage as directed by the Engineer as per Technical specification clause 111

Environment Management Cost Water Quality Testing for parameters as per IS: 10500-2012 along the road in accordance with CPCB norms Surface Water Quality testing during Construction Stage as per Technical specification clause 111

Environment Management Cost Water Quality Testing for parameters as per IS: 10500-2012 along the road in accordance with CPCB norms Discharge Water Quality testing during Operation Stage as per Technical specification clause 111

Environment Management Cost Soil Quality Testing along the project road in accordance with CPCB norms During Construction stage at productive agricultural lands abutting traffic detours and traffic diversions, to be identified by the Engineer as per Technical specification clause 111

Environment Management Cost Soil Quality Testing along the project road in accordance with CPCB norms During Operation stage at accident/spill locations involving bulk transport carrying hazardous material. as per Technical specification clause 111

Environment Management Cost Enhancement of 4 ponds as per Technical specification clause 111 and 307

Environment Management Cost Oil interceptors at parking/ servicing of construction vehicles as per Technical specification clause 111

Environment Management Cost Provision of Noise barrier at sensitive areas like schools and hospitals. The noise barriers of hollow brick wall/ reinforced concrete panels with height of 3.5m. School location: 9+100 (R), 9+132 (L) and 14+200 (R) as per clause 111

Provisional Sum for Road Facilities and Amenities

ANUPAM NIRMAN PVT. LTD.

SHREE GAUTAM CONSTRUCTION CO. LTD.