Upgradation of Bathinda Kheowali road to NH64 Km 0.00 to 13.53 under PMGSY-III Batch-III PB 02 041

Amount

Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. ( Diagonal cuts)

Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, spreading serviceable and unserviceable materials in the proposed width as per Technical Specification Clause 202

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.

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 Material Obtained from Borrow Pits

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 after removal of existing brick edging complete as per Technical specification clause 412.

Granular Sub-base with Well Graded Material (Table 400.1)

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

Granular Sub-base with Well Graded Material (Table 400.1) Relaying of retrived material to be received from dismantling

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 (Relaying of retrived material to te recieved from dismantling)

Water Bound Macadam Sub-base/base(WBM Grading -II)

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.

Primer coat with bitumen emulsion (SS-1)

Providing and applying primer coat with bitumen emulsion (SS-1) 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

Tack Coat (with VG-10 bitumen @ 0.275 kg/ sqm)

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

25mm Thick Open Graded Premix Carpet (with VG-30 Bitumen)

Providing, laying and rolling of close-graded premix surfacing material of 25 mm thickness composed of or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen (VG-30) @ 19 kg per 10 sqm 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

Laying brick soling layer on prepared sub-grade with brick on enr edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412 (In 3.75m wide portion both sides)

Structure Work - Hume Pipe Culvert, Slab Type Culvert, Side Drain & Retaining Wall

Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per technical specification clause 300

Concrete in Foundation

Providing concrete for plain concrete in open foundations complete as per drawings and technical specification clause 802, 803, 1202 & 1203

grade M-10 (Nominal Mix 1:3:6)

grade M-15 (Nominal mix (1:2.5:5)

PCC grade M-20 (Nominal Mix 1:2:4)

BB Work (in foundation and plinth)

Brick, Masonry work in cement mortar in foundation and plinth complete excluding pointing and plastering as per drawing and technical specification clauses 600, 1202 & 1203.

In cement mortar 1:3

In cement mortar 1:4

BB Work (Substructures)

Brick, Masonry work in cement mortar in Substructures complete excluding pointing and plastering as per drawing and technical specification clause 602,603,604, 1202&1204.

In cement mortar 1:3

In cement mortar 1:4

BB Work (Superstructures)

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

Filter Media

Providing and Laying filter Media with granular crushed aggregates as per specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall , return wall to the full height, compacted to firm condition complete as per drawing and technical specifications clause 1204.3.8

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

RCC in foundation

Reinforced cement concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

R.C.C grade M 25 (Nominal Mix 1:1.5:3)

RCC in substructure

Reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204

R.C.C grade M 20 (Nominal Mix 1:2:4)

RCC in superstructure

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specification clause 800, 1205.4 & 1205.5.

R.C.C grade M 25 (Nominal Mix 1:1.5:3)

TMT Bars

Supplying, fitting and placing TMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

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

Sealing Joint

Providing and fixing in position 20mm thick pre moulded joint filler in expansion joints for fixed ends of simply supported spans covered with sealant complete as per drawing and technical specification clause 1200.

Boulder Apron

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per table 1300.1, no fragment weighing not less than 25 kg laid dry complete as per drawing technical specification clause 1301.

Cement Plastering

15 mm thick cement plastering on brick work in sub structure as per technical specification clauses 613.4 and 1204

With cement mortar 1:4

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

Bedding for Pipes

Laying (First Class) bedding on well compacted sand moorum or approved granular material as per clause 1105 (ii)

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

450 mm dia

Cost for Diversion during construction of 3m span slab type culvert

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical specification (Brick/Tile work)

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical specification (RCC)

Credit of old material

Bricks

Brick bats

Steel scrap

Provision for road signage boards & other road furniture ( No of boards as per detail attached)

Retro-reflectorised Traffic Signs 600x600x600mm triangular/octagonal/circular Boards (Trangular 72, octagonal 2)

Retro-reflectorised Regulatory Traffic Signs circular 600 mm Boards on Sharp curves

Direction and Place Identification signs with size 900x600mm

Direction and Place Identification signs with size 600x450mm

Direction and Place Identification signs with size 1200x900mm

Providing and fixing of typical PMGSY informatory sign board with Logo

Providing and fixing of Standard PMGSY Logo Sign Board Double Sided

Providing and Fixing Citizen Informatory Board of PMGSY Project (A)&(B)/Maintenance

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

5th Kilometre Stone

Kilometre Stone

200m Stone

Boundary Pillar

Hazard Marker Sign Board 300x900mm Rectangular State (CSR Ch 24.51 b) 3777.05/1.12=3372.37/Each

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 Standard Metal Delinator as per IRC 79:2019 consisting of retro reflective area in white using full cube corner micro prismatic non-metalic retro reflective sheeting on each side confirming with IRC 67:2012 and meeting the coefficient of retro reflection value a per ASTM D 4956 Type XI table specificaion. The Delinator shall be painted with only black color powder coat of minimum 40 microns thickness, on top of which retro reflective sheeting only in white color shall be pasted on both sides. The structure shall have height not less than 800 mm above the ground, width not less than 100 mm and shall extend not more than 300 mm below the ground while being installed. The delinator shall have grooves across the length to make the reflective sheets vandal-proof. The Delinator is meant for application on gaps in median, Traffic islands,Dangerous bends, Roundabouts, nerrow bridges etc. or as desired by sit engineer. (CSR Ch 24.66) 175.26/1.12=1049.34/Each

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

Maintenance

AMC for 1st Year (Fixed Rate , bidder(s)/vendor(s) need not to quote for this)

AMC for 2ndYear (Fixed Rate bidder(s)/vendor(s) need not to quote for this)

AMC for 3rd Year (Fixed Rate , bidder(s)/vendor(s) need not to quote for this)

AMC for 4th Year (Fixed Rate , bidder(s)/vendor(s) need not to quote for this)

AMC for 5th Year (Fixed Rate , bidder(s)/vendor(s) need not to quote for this)

YOGESH KUMAR CONTRACTOR