Upgradation of LFB road Ghall Kalan to Daroli Bhai under PMGSY III Batch II

Amount

Scarifying of existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 mtr and lead upto 1000 mtr. As per Technical specifications clause 301.4 (Diagonal Cuts)

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

Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100m. Including trimming bottom and side slope in accordance with requirements of lines, grades and cross sections as per Technical specifications clause 302

Construction of embankment with materials deposite at site from roadway cutting and compacted to meet requirements of Tables 300.1 and 300.2 as per Technical Specification clause 301.5

Construction of embankment with materials deposite at site from roadway cutting and compacted to meet requirements of Tables 300.1 and 300.2 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.

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. (Retrived material to be received from dismantling)

Providing laying, spreding 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 coarce aggregate, watering and compacting to the required density grading 2 as per technical specication clause 405.

Providing laying, spreding 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/binding materials to fill-up the interstices of coarce aggregate, watering and compacting to the required density grading 3 as per technical specication 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 of 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 and cleaned with hydraulic broom as per technical specification clause 503

Providing, laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates using penetration grade bitumen (VG-30) to required line, grade and level to serve as wearing coats on previously prepared base, including mixing in a suitable plant, transported to site, laying and rolling with three wheel 80-100 Kn statc roller capacity finished to require level and grades to be followed by seal coat of type B as per technical specification clause 508.

Providing and laying seal coat using bitumen VG-10 for sealing the voids in bituminous surface laid to the specified level, grade and crosss fall using Type 'B' as per technical specification clause 510.

Structure work( Hume Pipe Culverts, Slab type culvets, side Drains Etc.).Earth work in excavalion of foundation of struclures as per drawing and technical specification 305.1, including setting oul, construction of shoring and tracking, removal of stumps and other deleterious material & disposal up to 50 mtrs, dressing of sides and bottom and backfilling in trenches wilh approved material.

Providing Plain cement concrete 1:3:6 nominal mix infoundations complete as per drawing & technical specifications Clause 802, 803, 1202 & 1203

Providing concrete for plain concrete (PCC M-15) in open foundations complete as per drawings and technical specifications Clause 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 1:4 in Foundation complete excluding Pointing and Plastering as per Drawing and Technical Specifications 600, 1202, & 1203

Brick masonry worI‹ in cement mortar 1:3 in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, I202 & 1204

Reinforced cement concrete (RCC M-20) in substructure complete as per drawings and technical specificalion Clauses 802, 804, 805, 806, 807, 1202 and 1204

Providing and laying reinforced cemenl 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 1000 and1202

Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and1202

Providing and filling 20mm wide joint sealing compound as per drawings and technical specificalions with coarse sand and 6 per cent bitumen by weight.

Providing and laying filter media with granular crushed aggregated as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the enlire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall wilh 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 Cleuses 614, 709, 1204.3.7

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

Painting two coats including primer coal 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

Providing and laying boulder apron for bed protection wilh stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301

Providing and laying reinforced cement concrete pipe NP3 for culverts in 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 dmasonry 600mm dia.

Laying(first class ) bedding on well compacled sand, moorum or approved granular material as per clause 1105 (ii) complete as per drawing and technical specifications clauses 800 & 1100

Providng and laying reinforced cement concrete 1:1.5:3 in foundation as per drawing and technical specifications clauses 800, 1200

D) Trafic management and road safety measures Provision for road signage boards & other road furniture ( No. of boards as per detail anached) Relro-reflectonsed Traffic S gns 600x600x600mm tnangular/octagonal/circular Boards

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

Direction and Place Identification signs with size 900x600mm

Direction and Place ldenlificalion signs with size 600x450mm

Direction and Place Identification signs with size 1200x900mm

Providing and fixing of typical PMGSY informatory sign board wilh Logo

Providing and Fixing of Standard PMGSY Logo Sign Board Double Sided

Prov›d+ng and Fixing Cilizen lnformatory Board of PMGSY Project (A)&(B)/Mintenance.

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 Cft 24.II b) 3777.05/1.12=3372.37/Each

Providing and fixing of road stud 100x100 mm die cast in aluminium, resistant to corrosive efiect 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 bitumiNo.us 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 prismatlc No.n-metalic retro reflective sheeting on each side confirming with IRC 67:2012 aNo. 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 No.t less than 800 mm above the ground, width No.t less than 100 mm and shall extend No.t more than 300 mm below the ground while being installed. The delinator shall have grooves across the length to make the reflectlve sheets vandal- proof. The Delinator ie meant for application on gaps in medien, Traffic islands,Dangaraus bends, Roundabouts, narrow bridges etc. or as desired by sit engineer. (CSR Ch. 246)175.28/1.12= 1049.34/Each

Providing and making rumble strips 15-20 mm high at centre 250 mm wide placed at 1 m centre to cenve over freshly laid bitumiNo.us layer by using close graded premix surfacing material type B at approved locations to control speed and marked with 100mm wide wide strips of thermoplastic road marI‹ing paint. The close graded premix surfacing material type B shall conform to technical clause 512 and thermoplastlc 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 BitumiNo.us Surface

Routine Maintenance after completion of construction works as perperiodicity to Routine Maintenance mentioned in the contract data. AMC for 1st Year (Fixed Rate =52278, bidder(s)/vendor(s) need not to quote for this)

AMC for 2ndYear (Fixed Rate =62924, bidder(s)/vendor(s) need not to quote for this)

AMC for 3rd Year (Fixed Rate =91801, bidder(s)/vendor(s) need not to quote for this)

AMC for 4th Year (Fixed Rate =108525, bidder(s)/vendor(s) need not to quote for this)

AMC for 5th Year (Fixed Rate =125248, bidder(s)/vendor(s) need not to quote for this)

M/S macro India