Upgradation of various roads in Block Sunam under PMGSY_III (Batch_III) with FDR Technology

Amount

Upgradation of Road Jakhepalbas to Hero Khurd via Tolewal, Satoj UNDER PMGSY- III (BATCH - III) Package No. PB-17309

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.

Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202

Relaying & Compaction of Dismantled Material received after scarification from raising / Reconstruction portion including Laying,spreading in uniform layers with motor grader and light compation with smooth wheel roller as per technical Specification clause 401

Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

Dismantling of flexible and granular pavements and Spreading in the proposed width using grader in required camber and compacting to required degree of compaction separately as per Technical Specification Clause 202 (Granular Courses)

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 mtr. Transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with lead upto 5.00 kms as per Technical Specification clause 301.5

Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.

Providing and laying brick on end edging complete as per specifications.

Construction of granular sub base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical specification clause 401

Relaying & Compaction of Dismantled Material received after scarification from raising / Reconstruction portion including Laying,spreading in uniform layers with motor grader and light compation with smooth wheel roller as per technical Specification clause 401

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening type-A/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening type-B to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Providing and applying primer coat with bitumen emulsion (SS-1) Bulk on prepared surface of granular base including cleaning of road surface and spraying primer at the rate 0.85 kg/sqm using mechanical means as per Technical specification clause 502

Providing and applying tack coat with Bitumen VG-10 using tar boiler / pressure distributor at the rate of 0.275 kg. per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical specification clause 503

Bituminous Macadam ( with VG-30 bitumen) Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder VG-30, transported to site laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.

Providing, laying and rolling of close-graded premix surfacing material (Mixed Seal Surfacing) of 25 mm thickness composed of 13.2 mm to 0.09 mm (Type-B) [email protected]/10sqm using penetration grade bitumen (VG-30) @23.75 Kg per 10sqm 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 (MSS) including all leads, lifts & carrige of materials complete as per satisfaction of Engineer-in-Charge.

P/L of a Stress absorbing membrane Interlayer (SAMI) Bitumen Impregnated Geotextile layer over a prepared cement treated base course after cleaning of Road Surface with a Mech. Broom, geotextile confirming to physical requirement of Clause 703-3, laid over tack coat of VG-10 at the rate of 1.05 kg/10sqm over thoroughly cleaned and repaired surface to provide a water resistance membrane and crack retarding layer paving fabric to be free of Wrinkling and folding and to be laid before cooling of Tack coat, Brooming an d rolling of surface with Pneumatic roller to maximise pving fabric contact with pavement surface

Stabilisation of in-situ (existing pavement crust) or soil or otherwise sub base/base course up to the required depth by cold in-situ recycling using cement and chemical additives/otherwise: Providing pulverizing, spreading, milling and mixing of chemical additives at the appropriate rate as per job in mix design in accordance with IRC-SP-72-2015, I RC-37-2012 & 2018 and IRC SP 89 (part-II) 2018. Cementitious additive @ rate of a minimum of 5 - 7% and CCS/CS additive should be spread on the existing pavement using a mobile truck mounted containerized cement/additive spreader with microprocessor controlled weighing and spreading system. The additive spreader shall have variable working width sufficient to cover whole pavement lane. The in-situ stabilization process shall be carried out by a mobile and self-propelled stabilizer/reclaimer of working width of 2.4 m and with minimum engine horsepower 440 kw with a variable working depth up to 50 cm. The resultant stabilized mix then would be profiled to the required grade, level and thickness using motor grader and the mix would be compacted using 20 tonne pad foot roller in combination with smooth wheel roller to achieve desired proctor density as per IRC 37-2012 & 2018 and complete in all respect and curing with water as required including all materials, labour and machinery etc. The entire insitu process would be carried out in single pass with milling and pulverising of damaged asphalt pavement/soil/ aggregates/soi1-aggregate mixture to the desired depth and with simultaneous addition of additives and water with machine integrated spray bars fitted on the wheeled self-propelled and vibratory pad foot roller to achieve the desired proctor density in all respects. The tandem roller should be followed by Pneumatic Tyre Roller. The minimum unconfined compressive strength (UC’S) of’ stabilized subbase/base should be 4.5 to 7 MPa after 7/28 days of curing as per IRC-SP-72-2015, IRC-37-2012 & 2018 Also durability aspects (wet-dry cycles) of stabilized subbase should be satisfied as per IRC 37-2012 & 2018 and IRC SP 89 (part II) 2018. The gradation mixes and materials should be as per IRC 37-2012 & 2018 and IRC SP 89 (part II) 2018. The train of equipment to be used are binder spreader- water Tanker - Additive Truck - Recycler - Padfoot Roller (20 Tonne) + Single Drum Compactor- Grader- Tandom Roller- Pneumatic Tyre Roller (20 Tonne)

Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects

C.D. Work

600 mm dia Hume pipe NP3 Culvert 7.50 mtr wide

Earth work in excavation of foundation of structures as per drawing and technical specification 305.1, including setting out, construction of shoring and bracking, removal of stumps and other deleterious material & disposal up to 50 mtrs, dressing of sides and bottom and backfilling in trenches with approved material.

Providing Plain cement concrete 1:3:6 nominal mix in foundations complete as per drawing & technical specifications clauses 802, 803, 1202, 1203.

Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) complete as per drawing & technical specifications clauses 800 & 1100

Brick Masonry work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering as per Drawing and Technical Specifications 600, 1202, & 1203

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,

Plastering 15mm with cement mortar (1:4) on brick work in substructure as per Technical specification 613.4, &1204.

Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701

Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701

CONSTRUCTION OF 0.60M SPAN SLAB TYPE CULVERT(7.50 M CARRIAGE WAY) Earth work in excavation of foundation of structures as per drawing and technical specification 305.1, including setting out, construction of shoring and bracking, removal of stumps and other deleterious material & disposal up to 50 mtrs, dressing of sides and bottom and backfilling in trenches with approved material.

Providing Plain cement concrete 1:3:6 nominal mix in foundations complete as per drawing & technical specifications clauses 802, 803, 1202, 1203.

Providing concrete for plain concrete (PCC M- 20) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Brick Masonry work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering as per Drawing and Technical Specifications 600, 1202, & 1203

Brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and 1208.4

Providing and laying reinforced cement concrete (RCC M-25) in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5

Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

Plastering 15mm with cement mortar (1:4) on brick work in substructure as per Technical specification 613.4, &1204.

Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701

Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701

CONSTRUCTION OF 1.500M SPAN SLAB TYPE CULVERT Earth work in excavation for structures in ordinary soil up to 3m depth as per MORD specifications 300

Providing P.C.C. grade M 10 (Nominal mix 1:3:6) in open foundations as per MORD specifications 800&1200

Brick masonary work in cement mortar 1:4 in foundation complete as per MORD specifications 600&1200

Brick masonary work in cement mortar 1:3 in parapet complete as per MORD specifications 600

Providing P.C.C. M 20 architectural coping on the top of wing wall, return wall etc. as per MORD specifications 600

Providing and laying reinforced cement concrete M 20 grade (Nominal mix 1:2:4) in superstructure as per MORD specifications 800

Providing and laying reinforced cement concrete M 25 grade (Nominal mix 1:1½:3) in superstructure as per MORD specifications 800

Supplying, fitting and placing HYSD bar reinforcement in superstructure as per MORD specifications 1000

Providing and filling joint sealing compound with coarse sand and 6 per cent bitumen by weight as per MORD specifications 1200

Pointing with cement mortar 1:3 on brickwork as per MORD specifications 600

White washing of parapet walls of CD work as per MORD specifications 1900

Providing concrete for plain concrete (PCC M- 20) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Earth work in excavation of foundation of structures as per drawing and technical specification 305.1, including setting out, construction of shoring and bracking, removal of stumps and other deleterious material & disposal up to 50 mtrs, dressing of sides and bottom and backfilling in trenches with approved material.

Providing Plain cement concrete 1:3:6 nominal mix in foundations complete as per drawing & technical specifications clauses 802, 803, 1202, 1203.

Brick Masonry work in Cement Mortar 1:4 in Foundation complete excluding Pointing and Plastering as per Drawing and Technical Specifications 600, 1202, & 1203

Plain Cement Concrete 1:2:4 in foundation Complete as per Drawing and Technical specifications.

Plastering 15 mm with cement mortar (1:4) on brick work in substructure as per Technical specification 613.4, &1204.

Retro-reflectorised Traffic Signs 900x900x900mm triangular 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

Retro-reflectorised Traffic Signs 600x600x600mm triangular/octagonal/circular Boards 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

Direction and Place Identification signs with size 900x600mm 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 2no. 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

Direction and Place Identification signs with size 900x600mm 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 2no. 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

Direction and Place Identification signs with size 1200x900mm 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 2no. 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

Providing and fixing of typical PMGSY informatory sign board with Logo Providing & fixing of typical PMGSY informatory sign board with logo as per NRIDA Guidelines (Ist Revision-2019) and IRC:67-2012 and drawing. The ACP Plates of 3mm thick, top and middle plate duly ribbted with MS flat iron 25mmx 5m size on back on edges. The lower ACP plate 4mm will be ribbted with MS angle iron frame of 25mmx 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be ribbted to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. with Retro reflectorised Tape (Class A/Class B) in reqiured shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1.

Providing and fixing of Standard PMGSY Logo Sign Board Double Sided Providing & fixing of typical PMGSY Logo as per NRIDA Guidelines (Ist Revision-2019) and IRC:67-2012 and drawing. All M.will be stove enameled on both sides. Lettering and printing arrows, border etc. with Retro reflectorised Tape (Class A/Class-B) in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of expoy paint as per drawing Clause 1701 and Annexure 1700.1.

Providing and Fixing Citizen Informatory Board of PMGSY Project/ Maintenance Board Providing & fixing of typical PMGSY informatory sign board as per NRIDA Guidelines (Ist Revision-2019) and IRC:67-2012 and drawing. Two ACP Plates of 4mm thick duly ribbted with MS angle iron frame of 25mmx 25mm x 3mm. The angle iron frame will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 600mm below ground level. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. with Retro reflectorised Tape (Class A/Class B) in reqiured shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1.

Hazard Marker Sign Board 300x900mm Rectangular State (CSR Ch24.51) Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with hig intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 09 and IRC 67 2012, fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground including foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications

Chevron Sign Board 500x600mm (Double boards at one site)

5th Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703

Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703

200m Stone Reinforced cement concrete M15 grade 200 m stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703

Boundary Pillar Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704

Providing and fixing of road stud 100 x 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 holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.

Providing and fixing of Delinators (Roadway Indicators) not less than 800mm high above ground level. The delinator shall have a core & shell construction which shallbe madeof tough, high impact resistant, injection - moulded, thermoplastic outer body. The inner core shall consist of powder coated or painted mild steel of minimum thickness1.00mm, The delinatorshould have top retro- reflective unit consisting of white colour micro prismatic non matallic retro reflective sheeting on both sides having minimum exposed area of 125 sq.cm each side and bottom retro reflectiveunit consisting of red colour micro prismatic non matallic retro reflective sheeting on both sides having minimum exposed area of 35 sq.cm each side confirming to ASTM D4956 type XI standards. The delinators shall be fixed to the groundby insertingthe root of the delinators upto the marked portionand by firm concrete filling as per the instructions by the Engineer-in-charge

Providing and making rumble strips 15-20mm high at centre, 250mm wide placed at 1m centre to centre over freshly laid bituminous layer by using close graded premix surfacing material type B at approved locations to control speed and marked with 100mm wide white strips of thermoplastic road marking paint. The close graded premix surfacing material type B shall conform to technical clause 512 and thermoplastic road marking paint shall conform to technical clause 803 of MORT&H specifications

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface

Upgradation of road Jharon to Dharamgarh via Hero Kalan, Bir Kalan, Satoj (PB 17306)

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.

Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202

Relaying & Compaction of Dismantled Material received after scarification from raising / Reconstruction portion including Laying,spreading in uniform layers with motor grader and light compation with smooth wheel roller as per technical Specification clause 401

Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

Dismantling of flexible and granular pavements and Spreading in the proposed width using grader in required camber and compacting to required degree of compaction separately as per Technical Specification Clause 202 (Granular Courses)

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 mtr. Transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with lead upto 5.00 kms as per Technical Specification clause 301.5

Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.

Providing and laying brick on end edging complete as per specifications.

Construction of granular sub base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical specification clause 401

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening type-A/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening type-B to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Providing and applying primer coat with bitumen emulsion (SS-1) Bulk on prepared surface of granular base including cleaning of road surface and spraying primer at the rate 0.85 kg/sqm using mechanical means as per Technical specification clause 502

Providing and applying tack coat with Bitumen VG-10 using tar boiler / pressure distributor at the rate of 0.275 kg. per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical specification clause 503

Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder VG-10, transported to site laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.

Providing, laying and rolling of close-graded premix surfacing material (Mixed Seal Surfacing) of 25 mm thickness composed of 13.2 mm to 0.09 mm (Type-B) [email protected]/10sqm using penetration grade bitumen (VG-30) @23.75 Kg per 10sqm 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 (MSS) including all leads, lifts & carrige of materials complete as per satisfaction of Engineer-in-Charge.

P/L of a Stress absorbing membrane Interlayer (SAMI) Bitumen Impregnated Geotextile layer over a prepared cement treated base course after cleaning of Road Surface with a Mech. Broom, geotextile confirming to physical requirement of Clause 703-3, laid over tack coat of VG-10 at the rate of 1.05 kg/10sqm over thoroughly cleaned and repaired surface to provide a water resistance membrane and crack retarding layer paving fabric to be free of Wrinkling and folding and to be laid before cooling of Tack coat, Brooming an d rolling of surface with Pneumatic roller to maximise pving fabric contact with pavement surface

Stabilisation of in-situ (existing pavement crust) or soil or otherwise sub base/base course up to the required depth by cold in-situ recycling using cement and chemical additives/otherwise: Providing pulverizing, spreading, milling and mixing of chemical additives at the appropriate rate as per job in mix design in accordance with IRC-SP-72-2015, I RC-37-2012 & 2018 and IRC SP 89 (part-II) 2018. Cementitious additive @ rate of a minimum of 5 - 7% and CCS/CS additive should be spread on the existing pavement using a mobile truck mounted containerized cement/additive spreader with microprocessor controlled weighing and spreading system. The additive spreader shall have variable working width sufficient to cover whole pavement lane. The in-situ stabilization process shall be carried out by a mobile and self-propelled stabilizer/reclaimer of working width of 2.4 m and with minimum engine horsepower 440 kw with a variable working depth up to 50 cm. The resultant stabilized mix then would be profiled to the required grade, level and thickness using motor grader and the mix would be compacted using 20 tonne pad foot roller in combination with smooth wheel roller to achieve desired proctor density as per IRC 37-2012 & 2018 and complete in all respect and curing with water as required including all materials, labour and machinery etc. The entire insitu process would be carried out in single pass with milling and pulverising of damaged asphalt pavement/soil/ aggregates/soi1-aggregate mixture to the desired depth and with simultaneous addition of additives and water with machine integrated spray bars fitted on the wheeled self-propelled and vibratory pad foot roller to achieve the desired proctor density in all respects. The tandem roller should be followed by Pneumatic Tyre Roller. The minimum unconfined compressive strength (UC’S) of’ stabilized subbase/base should be 4.5 to 7 MPa after 7/28 days of curing as per IRC-SP-72-2015, IRC-37-2012 & 2018 Also durability aspects (wet-dry cycles) of stabilized subbase should be satisfied as per IRC 37-2012 & 2018 and IRC SP 89 (part II) 2018. The gradation mixes and materials should be as per IRC 37-2012 & 2018 and IRC SP 89 (part II) 2018. The train of equipment to be used are binder spreader- water Tanker - Additive Truck - Recycler - Padfoot Roller (20 Tonne) + Single Drum Compactor- Grader- Tandom Roller- Pneumatic Tyre Roller (20 Tonne)

Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects

C.D. Work 600 mm dia Hume pipe NP3 Culvert 7.50 mtr wide Earth work in excavation of foundation of structures as per drawing and technical specification 305.1, including setting out, construction of shoring and bracking, removal of stumps and other deleterious material & disposal up to 50 mtrs, dressing of sides and bottom and backfilling in trenches with approved material.

Providing Plain cement concrete 1:3:6 nominal mix in foundations complete as per drawing & technical specifications clauses 802, 803, 1202, 1203.

Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) complete as per drawing & technical specifications clauses 800 & 1100

Brick Masonry work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering as per Drawing and Technical Specifications 600, 1202, & 1203

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,

Plastering 15mm with cement mortar (1:4) on brick work in substructure as per Technical specification 613.4, &1204.

Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701

Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701

CONSTRUCTION OF 0.60M SPAN SLAB TYPE CULVERT(7.50 M CARRIAGE WAY) Earth work in excavation of foundation of structures as per drawing and technical specification 305.1, including setting out, construction of shoring and bracking, removal of stumps and other deleterious material & disposal up to 50 mtrs, dressing of sides and bottom and backfilling in trenches with approved material.

Providing Plain cement concrete 1:3:6 nominal mix in foundations complete as per drawing & technical specifications clauses 802, 803, 1202,1203.

Providing concrete for plain concrete (PCC M- 20) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Brick Masonry work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering as per Drawing and Technical Specifications 600, 1202, & 1203

Brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and 1208.4

Providing and laying reinforced cement concrete (RCC M-25) in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5

Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

Plastering 15mm with cement mortar (1:4) on brick work in substructure as per Technical specification 613.4, &1204.

Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701

Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701

CONSTRUCTION OF 1.00M SPAN SLAB TYPE CULVERT Earth work in excavation for structures in ordinary soil up to 3m depth as per MORD specifications 300

Providing P.C.C. grade M 10 (Nominal mix 1:3:6) in open foundations as per MORD specifications 800&1200

Brick masonary work in cement mortar 1:4 in foundation complete as per MORD specifications 600&1200

Brick masonary work in cement mortar 1:3 in parapet complete as per MORD specifications 600

Providing P.C.C. M 20 architectural coping on the top of wing wall, return wall etc. as per MORD specifications 600

Providing and laying reinforced cement concrete M 20 grade (Nominal mix 1:2:4) in superstructure as per MORD specifications 800

Providing and laying reinforced cement concrete M 25 grade (Nominal mix 1:1½:3) in superstructure as per MORD specifications 800

Supplying, fitting and placing HYSD bar reinforcement in superstructure as per MORD specifications 1000

Providing and filling joint sealing compound with coarse sand and 6 per cent bitumen by weight as per MORD specifications 1200

Pointing with cement mortar 1:3 on brickwork as per MORD specifications 600

White washing of parapet walls of CD work as per MORD specifications 1900

CONSTRUCTION OF 2.00M SPAN SLAB TYPE CULVERT Earth work in excavation for structures in ordinary soil up to 3m depth as per MORD specifications 300

Providing P.C.C. grade M 10 (Nominal mix 1:3:6) in open foundations as per MORD specifications 800&1200

Brick masonary work in cement mortar 1:4 in foundation complete as per MORD specifications 600&1200

Brick masonary work in cement mortar 1:4 in substructure complete as per MORD specifications 600&1200

Providing and laying reinforced cement concrete M 20 grade (Nominal mix 1:2:4) in substructure as per MORD specifications 800

Providing and laying reinforced cement concrete M 25 grade (Nominal mix 1:1½:3) in substructure as per MORD specifications 800

Supplying, fitting and placing HYSD bar reinforcement in substructure as per MORD specifications 1000

15mm thick Plastering with cement mortar 1:4 on brickwork as per MORD specifications 1204

Painting of parapet walls of CD work with cement paint as per MORD specifications 1701

Providing and laying brick on edge flooring 1:4 for bed protection as per MORD specifications 1303

Construction of U Type Side Drain Without Cover as per standard design Earth work in excavation of foundation of structures as per drawing and technical specification 305.1, including setting out, construction of shoring and bracking, removal of stumps and other deleterious material & disposal up to 50 mtrs, dressing of sides and bottom and backfilling in trenches with approved material.

Providing Plain cement concrete 1:3:6 nominal mix in foundations complete as per drawing & technical specifications clauses 802, 803, 1202, 1203.

Brick Masonry work in Cement Mortar 1:4 in Foundation complete excluding Pointing and Plastering as per Drawing and Technical Specifications 600, 1202, & 1203

Plain Cement Concrete 1:2:4 in foundation Complete as per Drawing and Technical specifications.

Plastering 15 mm with cement mortar (1:4) on brick work in substructure as per Technical specification 613.4, &1204.

Retro-reflectorised Traffic Signs 900x900x900mm triangular 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

Retro-reflectorised Traffic Signs 600x600x600mm triangular/octagonal/circular Boards 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

Direction and Place Identification signs with size 900x600mm 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 2no. 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

Direction and Place Identification signs with size 900x600mm 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 2no. 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

Direction and Place Identification signs with size 1200x900mm 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 2no. 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

Providing and fixing of typical PMGSY informatory sign board with Logo Providing & fixing of typical PMGSY informatory sign board with logo as per NRIDA Guidelines (Ist Revision-2019) and IRC:67-2012 and drawing. The ACP Plates of 3mm thick, top and middle plate duly ribbted with MS flat iron 25mmx 5m size on back on edges. The lower ACP plate 4mm will be ribbted with MS angle iron frame of 25mmx 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be ribbted to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. with Retro reflectorised Tape (Class A/Class B) in reqiured shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1.

Providing and fixing of Standard PMGSY Logo Sign Board Double Sided Providing & fixing of typical PMGSY Logo as per NRIDA Guidelines (Ist Revision-2019) and IRC:67-2012 and drawing. All M.will be stove enameled on both sides. Lettering and printing arrows, border etc. with Retro reflectorised Tape (Class A/Class-B) in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of expoy paint as per drawing Clause 1701 and Annexure 1700.1.

Providing and Fixing Citizen Informatory Board of PMGSY Project/ Maintenance Board Providing & fixing of typical PMGSY informatory sign board as per NRIDA Guidelines (Ist Revision-2019) and IRC:67-2012 and drawing. Two ACP Plates of 4mm thick duly ribbted with MS angle iron frame of 25mmx 25mm x 3mm. The angle iron frame will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 600mm below ground level. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. with Retro reflectorised Tape (Class A/Class B) in reqiured shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1.

Hazard Marker Sign Board 300x900mm Rectangular State (CSR Ch24.51) Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with hig intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 09 and IRC 67 2012, fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground including foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications

Chevron Sign Board 500x600mm (Double boards at one site)

5th Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703

Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703

200m Stone Reinforced cement concrete M15 grade 200 m stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703

Boundary Pillar Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704

Providing and fixing of road stud 100 x 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 holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.

Providing and fixing of Delinators (Roadway Indicators) not less than 800mm high above ground level. The delinator shall have a core & shell construction which shallbe madeof tough, high impact resistant, injection - moulded, thermoplastic outer body. The inner core shall consist of powder coated or painted mild steel of minimum thickness1.00mm, The delinatorshould have top retro- reflective unit consisting of white colour micro prismatic non matallic retro reflective sheeting on both sides having minimum exposed area of 125 sq.cm each side and bottom retro reflectiveunit consisting of red colour micro prismatic non matallic retro reflective sheeting on both sides having minimum exposed area of 35 sq.cm each side confirming to ASTM D4956 type XI standards. The delinators shall be fixed to the groundby insertingthe root of the delinators upto the marked portionand by firm concrete filling as per the instructions by the Engineer-in-charge

Providing and making rumble strips 15-20mm high at centre, 250mm wide placed at 1m centre to centre over freshly laid bituminous layer by using close graded premix surfacing material type B at approved locations to control speed and marked with 100mm wide white strips of thermoplastic road marking paint. The close graded premix surfacing material type B shall conform to technical clause 512 and thermoplastic road marking paint shall conform to technical clause 803 of MORT&H specifications

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface

Upgradation of road Cheema to Chajla via Kotra Amru, Ghassiwala, Bakshiwala, Neelowala (PB 17308)

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.

Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202

Relaying & Compaction of Dismantled Material received after scarification from raising / Reconstruction portion including Laying,spreading in uniform layers with motor grader and light compation with smooth wheel roller as per technical Specification clause 401

Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

Dismantling of flexible and granular pavements and Spreading in the proposed width using grader in required camber and compacting to required degree of compaction separately as per Technical Specification Clause 202 (Granular Courses)

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical SpecificationClause 301.5

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 mtr. Transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with lead upto 5.00 kms as per Technical Specification clause 301.5

Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.

Providing and laying brick on end edging complete as per specifications.

Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.

Construction of granular sub base by providing well graded material, spreading in uniform layers on prepared surface, mixing by mix in place method at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical specification clause 401

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening type-A/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening type-B to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Providing and applying primer coat with bitumen emulsion (SS-1) Bulk on prepared surface of granular base including cleaning of road surface and spraying primer at the rate 0.85 kg/sqm using mechanical means as per Technical specification clause 502

Providing and applying tack coat with Bitumen VG-10 using tar boiler / pressure distributor at the rate of 0.275 kg. per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical specification clause 503

Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder VG-30, transported to site laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.

Providing, laying and rolling of close-graded premix surfacing material (Mixed Seal Surfacing) of 25 mm thickness composed of 13.2 mm to 0.09 mm (Type-B) [email protected]/10sqm using penetration grade bitumen (VG-30) @23.75 Kg per 10sqm 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 (MSS) including all leads, lifts & carrige of materials complete as per satisfaction of Engineer-in-Charge.

P/L of a Stress absorbing membrane Interlayer (SAMI) Bitumen Impregnated Geotextile layer over a prepared cement treated base course after cleaning of Road Surface with a Mech. Broom, geotextile confirming to physical requirement of Clause 703-3, laid over tack coat of VG-10 at the rate of 1.05 kg/10sqm over thoroughly cleaned and repaired surface to provide a water resistance membrane and crack retarding layer paving fabric to be free of Wrinkling and folding and to be laid before cooling of Tack coat, Brooming an d rolling of surface with Pneumatic roller to maximise pving fabric contact with pavement surface

Stabilisation of in-situ (existing pavement crust) or soil or otherwise sub base/base course up to the required depth by cold in-situ recycling using cement and chemical additives/otherwise: Providing pulverizing, spreading, milling and mixing of chemical additives at the appropriate rate as per job in mix design in accordance with IRC-SP-72-2015, I RC-37-2012 & 2018 and IRC SP 89 (part-II) 2018. Cementitious additive @ rate of a minimum of 5 - 7% and CCS/CS additive should be spread on the existing pavement using a mobile truck mounted containerized cement/additive spreader with microprocessor controlled weighing and spreading system. The additive spreader shall have variable working width sufficient to cover whole pavement lane. The in-situ stabilization process shall be carried out by a mobile and self-propelled stabilizer/reclaimer of working width of 2.4 m and with minimum engine horsepower 440 kw with a variable working depth up to 50 cm. The resultant stabilized mix then would be profiled to the required grade, level and thickness using motor grader and the mix would be compacted using 20 tonne pad foot roller in combination with smooth wheel roller to achieve desired proctor density as per IRC 37-2012 & 2018 and complete in all respect and curing with water as required including all materials, labour and machinery etc. The entire insitu process would be carried out in single pass with milling and pulverising of damaged asphalt pavement/soil/ aggregates/soi1-aggregate mixture to the desired depth and with simultaneous addition of additives and water with machine integrated spray bars fitted on the wheeled self-propelled and vibratory pad foot roller to achieve the desired proctor density in all respects. The tandem roller should be followed by Pneumatic Tyre Roller. The minimum unconfined compressive strength (UC’S) of’ stabilized subbase/base should be 4.5 to 7 MPa after 7/28 days of curing as per IRC-SP-72-2015, IRC-37-2012 & 2018 Also durability aspects (wet-dry cycles) of stabilized subbase should be satisfied as per IRC 37-2012 & 2018 and IRC SP 89 (part II) 2018. The gradation mixes and materials should be as per IRC 37-2012 & 2018 and IRC SP 89 (part II) 2018. The train of equipment to be used are binder spreader- water Tanker - Additive Truck - Recycler - Padfoot Roller (20 Tonne) + Single Drum Compactor- Grader- Tandom Roller- Pneumatic Tyre Roller (20 Tonne)

Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects

C.D. Work 600 mm dia Hume pipe NP3 Culvert 7.50 mtr wide Earth work in excavation of foundation of structures as per drawing and technical specification 305.1, including setting out, construction of shoring and bracking, removal of stumps and other deleterious material & disposal up to 50 mtrs, dressing of sides and bottom and backfilling in trenches with approved material.

Providing Plain cement concrete 1:3:6 nominal mix in foundations complete as per drawing & technical specifications clauses 802, 803, 1202, 1203.

Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) complete as per drawing & technical specifications clauses 800 & 1100

Brick Masonry work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering as per Drawing and Technical Specifications 600, 1202, & 1203

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,

Plastering 15mm with cement mortar (1:4) on brick work in substructure as per Technical specification 613.4, &1204.

Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701

Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701

CONSTRUCTION OF 0.60M SPAN SLAB TYPE CULVERT(7.50 M CARRIAGE WAY) Earth work in excavation of foundation of structures as per drawing and technical specification 305.1, including setting out, construction of shoring and bracking, removal of stumps and other deleterious material & disposal up to 50 mtrs, dressing of sides and bottom and backfilling in trenches with approved material.

Providing Plain cement concrete 1:3:6 nominal mix in foundations complete as per drawing & technical specifications clauses 802, 803, 1202, 1203.

Providing concrete for plain concrete (PCC M- 20) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Brick Masonry work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering as per Drawing and Technical Specifications 600, 1202, & 1203

Brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and 1208.4

Providing and laying reinforced cement concrete (RCC M-25) in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5

Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

Plastering 15mm with cement mortar (1:4) on brick work in substructure as per Technical specification 613.4, &1204.

Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701

Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701

CONSTRUCTION OF 5'-6" HIGH RETAINING WALL Earth work in excavation for structures in ordinary soil up to 3m depth as per MORD specifications 300

Providing P.C.C. grade M 10 (Nominal mix 1:3:6) in open foundations as per MORD specifications 800&1200

Ist class Brick Work 1:4 in foundation complete as per MORD specifications 600&1200

Ist class Brick Work 1:4 in Substructure complete as per MORD specifications 600&1200

Plastering 15 mm with cement mortar (1:4) on brick work in substructure as per Technical specification 613.4, &1204.

Construction of Toe Walls Earth work in excavation of foundation of structures as per drawing and technical specification 305.1, including setting out, construction of shoring and bracking, removal of stumps and other deleterious material & disposal up to 50 mtrs, dressing of sides and bottom and backfilling in trenches with approved material.

Providing Plain cement concrete 1:3:6 nominal mix in foundations complete as per drawing & technical specifications clauses 802, 803, 1202, 1203.

Brick Masonry work in Cement Mortar 1:4 in Foundation complete excluding Pointing and Plastering as per Drawing and Technical Specifications 600, 1202, & 1203

Plain Cement Concrete 1:2.5:5 in foundation Complete as per Drawing and Technical specifications.

Plastering 15 mm with cement mortar (1:4) on brick work in substructure as per Technical specification 613.4, &1204.

Construction of U Type Side Drain Without Cover as per standard design Earth work in excavation of foundation of structures as per drawing and technical specification 305.1, including setting out, construction of shoring and bracking, removal of stumps and other deleterious material & disposal up to 50 mtrs, dressing of sides and bottom and backfilling in trenches with approved material.

Providing Plain cement concrete 1:3:6 nominal mix in foundations complete as per drawing & technical specifications clauses 802, 803, 1202, 1203.

Brick Masonry work in Cement Mortar 1:4 in Foundation complete excluding Pointing and Plastering as per Drawing and Technical Specifications 600, 1202, & 1203

Plain Cement Concrete 1:2:4 in foundation Complete as per Drawing and Technical specifications.

Plastering 15 mm with cement mortar (1:4) on brick work in substructure as per Technical specification 613.4, &1204.

Retro-reflectorised Traffic Signs 900x900x900mm triangular 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

Retro-reflectorised Traffic Signs 600x600x600mm triangular/octagonal/circular Boards 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

Direction and Place Identification signs with size 900x600mm 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 2no. 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

Direction and Place Identification signs with size 900x600mm 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 2no. 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

Direction and Place Identification signs with size 1200x900mm 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 2no. 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

Providing and fixing of typical PMGSY informatory sign board with Logo Providing & fixing of typical PMGSY informatory sign board with logo as per NRIDA Guidelines (Ist Revision-2019) and IRC:67-2012 and drawing. The ACP Plates of 3mm thick, top and middle plate duly ribbted with MS flat iron 25mmx 5m size on back on edges. The lower ACP plate 4mm will be ribbted with MS angle iron frame of 25mmx 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be ribbted to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. with Retro reflectorised Tape (Class A/Class B) in reqiured shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1.

Providing and fixing of Standard PMGSY Logo Sign Board Double Sided Providing & fixing of typical PMGSY Logo as per NRIDA Guidelines (Ist Revision-2019) and IRC:67-2012 and drawing. All M.will be stove enameled on both sides. Lettering and printing arrows, border etc. with Retro reflectorised Tape (Class A/Class-B) in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of expoy paint as per drawing Clause 1701 and Annexure 1700.1.

Providing and Fixing Citizen Informatory Board of PMGSY Project/ Maintenance Board Providing & fixing of typical PMGSY informatory sign board as per NRIDA Guidelines (Ist Revision-2019) and IRC:67-2012 and drawing. Two ACP Plates of 4mm thick duly ribbted with MS angle iron frame of 25mmx 25mm x 3mm. The angle iron frame will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 600mm below ground level. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. with Retro reflectorised Tape (Class A/Class B) in reqiured shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1.

Hazard Marker Sign Board 300x900mm Rectangular State (CSR Ch24.51) Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with hig intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 09 and IRC 67 2012, fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground including foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications

Chevron Sign Board 500x600mm (Double boards at one site)

5th Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703

Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703

200m Stone Reinforced cement concrete M15 grade 200 m stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703

Boundary Pillar Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704

Providing and fixing of road stud 100 x 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 holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.

Providing and fixing of Delinators (Roadway Indicators) not less than 800mm high above ground level. The delinator shall have a core & shell construction which shallbe madeof tough, high impact resistant, injection - moulded, thermoplastic outer body. The inner core shall consist of powder coated or painted mild steel of minimum thickness1.00mm, The delinatorshould have top retro- reflective unit consisting of white colour micro prismatic non matallic retro reflective sheeting on both sides having minimum exposed area of 125 sq.cm each side and bottom retro reflectiveunit consisting of red colour micro prismatic non matallic retro reflective sheeting on both sides having minimum exposed area of 35 sq.cm each side confirming to ASTM D4956 type XI standards. The delinators shall be fixed to the groundby insertingthe root of the delinators upto the marked portionand by firm concrete filling as per the instructions by the Engineer-in-charge

Providing and making rumble strips 15-20mm high at centre, 250mm wide placed at 1m centre to centre over freshly laid bituminous layer by using close graded premix surfacing material type B at approved locations to control speed and marked with 100mm wide white strips of thermoplastic road marking paint. The close graded premix surfacing material type B shall conform to technical clause 512 and thermoplastic road marking paint shall conform to technical clause 803 of MORT&H specifications

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface

Upgradation of Road Jakhepalbas to Hero Khurd via Tolewal, Satoj UNDER PMGSY- III (BATCH - III) Package No. PB-17309 Maintenance cost (FDR ) for 5 years With GST

For 1st year maintenance

For 2nd year maintenance

For 3rd year maintenance

For 4th year maintenance

For 5th year maintenance

Upgradation of Road Jakhepalbas to Hero Khurd via Tolewal, Satoj UNDER PMGSY- III (BATCH - III) Package No. PB-17309 Maintenance cost (Conventional) ) for 5 years With GST

For 1st year maintenance

For 2nd year maintenance

For 3rd year maintenance

For 4th year maintenance

For 5th year maintenance

Upgradation of road Jharon to Dharamgarh via Hero Kalan, Bir Kalan, Satoj (PB 17306) Maintenance cost (FDR ) for 5 years With GST

For 1st year maintenance

For 2nd year maintenance

For 3rd year maintenance

For 4th year maintenance

For 5th year maintenance

Upgradation of road Jharon to Dharamgarh via Hero Kalan, Bir Kalan, Satoj (PB 17306) Maintenance cost (Conventional) ) for 5 years With GST

For 1st year maintenance

For 2nd year maintenance

For 3rd year maintenance

For 4th year maintenance

For 5th year maintenance

Upgradation of road Cheema to Chajla via Kotra Amru, Ghassiwala, Bakshiwala, Neelowala (PB 17308) Maintenance cost (FDR ) for 5 years With GST

For 1st year maintenance

For 2nd year maintenance

For 3rd year maintenance

For 4th year maintenance

For 5th year maintenance

Upgradation of road Cheema to Chajla via Kotra Amru, Ghassiwala, Bakshiwala, Neelowala (PB 17308) Maintenance cost (Conventional) ) for 5 years With GST

For 1st year maintenance

For 2nd year maintenance

For 3rd year maintenance

For 4th year maintenance

For 5th year maintenance

B S Builders (BID ID -624378)

Blacklead Infratech Private Limited (BID ID -624308)