Public Works Department Tender

"Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method 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, complete as per Technical Specification Clause 401 - For Grading III Material" PRED DSR I.No.4.1.iii for 2018-19 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

Water Bound Macadam Sub-base/base WBM Grading 3 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. - By Mechanical Means PRED DSR I.No.4.8.3.B for 2018-19 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

Water Bound Macadam Sub-base/base WBM Grading 3 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. - By Mechanical Means PRED DSR I.No.4.8.3.B for 2018-19 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

Constructing un-reinforced, plain cement concrete for pavements using Grade concrete M30 over a prepared base with OPC coarse aggregate at 0.69 cum, fine aggregates at 0.46 cum,Coarse and fine aggregate conforming to IS:383-2016, with Superplastizer at 3 Its conforming to IS 9103-2008. mixed in a concrete mixer of not less than 0.6 cum capacity and appropriate weigh batcher as per approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing). & Spreading the concrete with shovels, rackers compacted using needle, screed and plate vibrator and finished with floaters in a continuous operation including provision of contraction, expansion, construction and longitudinal joints,including groove cutting charges, joint filler, separation membrane of impermiable plastic sheet of 125 micron, sealant primer, joint sealant, admixtures as approved, curing compound, finishing to lines and grades, textured with texturing machine, and curing including cost of all materials, labour,hire charges of machineries,all lead & lift charges etc., complete as per specifications. with OPC at 360 kg/cum and coarse aggregate 0.69cum, fine aggregate 0.46cum. PRED DSR I.No.16.4 for 2018-19 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

KSRRB M300-Construction of Subgrade and Earthen Shoulders. KSRRB M300-55. Construction of sub-grade and earthen shoulders with approved material Gravel/Murrum with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No. 300-2 complete as per specifications (including cost of earth, watering charges & compaction by vibratory rollercompaction by vibratory roller to 97% of proctors density) MORTH Specification No. 305 PRED DSR I.No.3.14 for 2018-19 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

KSRRB M300-Construction of Subgrade and Earthen Shoulders. KSRRB M300-55. Construction of sub-grade and earthen shoulders with approved material Gravel/Murrum with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No. 300-2 complete as per specifications (including cost of earth, watering charges & compaction by vibratory rollercompaction by vibratory roller to 97% of proctors density) MORTH Specification No. 305 PRED DSR I.No.3.14 for 2018-19 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

Constructing un-reinforced, plain cement concrete for pavements using Grade concrete M30 over a prepared base with OPC coarse aggregate at 0.69 cum, fine aggregates at 0.46 cum,Coarse and fine aggregate conforming to IS:383-2016, with Superplastizer at 3 Its conforming to IS 9103-2008. mixed in a concrete mixer of not less than 0.6 cum capacity and appropriate weigh batcher as per approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing). & Spreading the concrete with shovels, rackers compacted using needle, screed and plate vibrator and finished with floaters in a continuous operation including provision of contraction, expansion, construction and longitudinal joints,including groove cutting charges, joint filler, separation membrane of impermiable plastic sheet of 125 micron, sealant primer, joint sealant, admixtures as approved, curing compound, finishing to lines and grades, textured with texturing machine, and curing including cost of all materials, labour,hire charges of machineries,all lead & lift charges etc., complete as per specifications. with OPC at 360 kg/cum and coarse aggregate 0.69cum, fine aggregate 0.46cum. PRED DSR I.No.16.4 for 2018-19 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

"Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method 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, complete as per Technical Specification Clause 401 - For Grading III Material" PRED DSR I.No.4.1.iii for 2018-19 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

"Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 - P.C.C grade M 10--Nominal mix 1:3:6 " PRED DSR 11.4.I.i for 2018-19 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

Water Bound Macadam Sub-base/base WBM Grading 3 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. - By Mechanical Means PRED DSR I.No.4.8.3.B for 2018-19 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

Water Bound Macadam Sub-base/base WBM Grading 3 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. - By Mechanical Means PRED DSR I.No.4.7.3.B for 2018-19 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

"Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 - P.C.C grade M 10--Nominal mix 1:3:6 " PRED DSR 11.4.I.i for 2018-19 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

Water Bound Macadam Sub-base/base WBM Grading 3 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. - By Mechanical Means PRED DSR I.No.4.8.3.B for 2018-19 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204--For height upto 5 m - R.C.C grade M 20 PRED DSR 12.5 iii for 2018-19 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

"Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical SpecificationClause 302.3 PRED DSR I.No.3.5.iii for 2018-19 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

"Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical SpecificationClause 302.3 PRED DSR I.No.3.5.iii for 2018-19 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

KSRRB M300-Construction of Subgrade and Earthen Shoulders. KSRRB M300-55. Construction of sub-grade and earthen shoulders with approved material Gravel/Murrum with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No. 300-2 complete as per specifications (including cost of earth, watering charges & compaction by vibratory rollercompaction by vibratory roller to 97% of proctors density) MORTH Specification No. 305 PRED DSR I.No.3.14 for 2018-19 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

"Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical SpecificationClause 302.3 PRED DSR I.No.3.5.iii for 2018-19 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

"Excavation for Structures--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 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. - Ordinary soil--Upto 3 m depth" PRED DSR I.No.3.5.iii for 2018-19 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

Constructing un-reinforced, plain cement concrete for pavements using Grade concrete M30 over a prepared base with OPC coarse aggregate at 0.69 cum, fine aggregates at 0.46 cum,Coarse and fine aggregate conforming to IS:383-2016, with Superplastizer at 3 Its conforming to IS 9103-2008. mixed in a concrete mixer of not less than 0.6 cum capacity and appropriate weigh batcher as per approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing). & Spreading the concrete with shovels, rackers compacted using needle, screed and plate vibrator and finished with floaters in a continuous operation including provision of contraction, expansion, construction and longitudinal joints,including groove cutting charges, joint filler, separation membrane of impermiable plastic sheet of 125 micron, sealant primer, joint sealant, admixtures as approved, curing compound, finishing to lines and grades, textured with texturing machine, and curing including cost of all materials, labour,hire charges of machineries,all lead & lift charges etc., complete as per specifications. with OPC at 360 kg/cum and coarse aggregate 0.69cum, fine aggregate 0.46cum. PRED DSR I.No.16.4 for 2018-19 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

"KSRRB M800-3. Direction and Place Identification Signs upto 0.9 sqm Size Board : Manufacturing, Supply and installation of retro- reflective Cautionary, Mandatory & Informatory signboards made out of cube corner micro prismatic grade sheeting confirming to Type XI standards of IRC:67:2012 specification & fixed over 4 mm thick Aluminum Composite Panel sheet having minimum 0.30 mm thick aluminum skin on both sides & fixed over a support frame of 25x25x 3mm MS angle and mounted on 75 mm dia OR 75X75X6 MM Mild steel angle of Total height 2.70 M with clear height of not less than 2.10 M from the ground level to the bottom of the Sign board & 60 cm below ground level. The sign post should be painted with one coat of red oxide paint and two coats of synthetic enamel paint of black and white colour with bands of 30 cm height alternatively firmly fixed to the ground by means of foundation with M 20 grade cement concrete of 45 cm x 45 cm x 60 cm including cost & conveyance of all materials, equipment, machinery & Labour with all leads and lifts, Loading charges necessary for satisfactory completion of the work as directed by engineer in-charge. 10 years warranty for Retro Reflective Sheeting from the original sheeting manufacturer as per clause 6.9 in IRC 2012 & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be obtained from the supplier." PRED DSR 10.3.Aii for 2018-19 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

"Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 PRED DSR 11.8 for 2018-19 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

KSRRB M300-Construction of Subgrade and Earthen Shoulders. KSRRB M300-55. Construction of sub-grade and earthen shoulders with approved material Gravel/Murrum with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No. 300-2 complete as per specifications (including cost of earth, watering charges & compaction by vibratory rollercompaction by vibratory roller to 97% of proctors density) MORTH Specification No. 305 PRED DSR I.No.3.14 for 2018-19 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

"Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 - P.C.C grade M 10--Nominal mix 1:3:6 " PRED DSR 11.4.I.i for 2018-19 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

"Excavation for Structures--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 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. - Ordinary soil--Upto 3 m depth" PRED DSR I.No.3.5.iii for 2018-19 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

"KSRRB M800-3. Direction and Place Identification Signs upto 0.9 sqm Size Board : Manufacturing, Supply and installation of retro- reflective Cautionary, Mandatory & Informatory signboards made out of cube corner micro prismatic grade sheeting confirming to Type XI standards of IRC:67:2012 specification & fixed over 4 mm thick Aluminum Composite Panel sheet having minimum 0.30 mm thick aluminum skin on both sides & fixed over a support frame of 25x25x 3mm MS angle and mounted on 75 mm dia OR 75X75X6 MM Mild steel angle of Total height 2.70 M with clear height of not less than 2.10 M from the ground level to the bottom of the Sign board & 60 cm below ground level. The sign post should be painted with one coat of red oxide paint and two coats of synthetic enamel paint of black and white colour with bands of 30 cm height alternatively firmly fixed to the ground by means of foundation with M 20 grade cement concrete of 45 cm x 45 cm x 60 cm including cost & conveyance of all materials, equipment, machinery & Labour with all leads and lifts, Loading charges necessary for satisfactory completion of the work as directed by engineer in-charge. 10 years warranty for Retro Reflective Sheeting from the original sheeting manufacturer as per clause 6.9 in IRC 2012 & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be obtained from the supplier." PRED DSR 10.3.Aii for 2018-19 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204--For height upto 5 m - R.C.C grade M 20 PRED DSR 12.5 iii for 2018-19 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204--For height upto 5 m - R.C.C grade M 20 PRED DSR 12.5 iii for 2018-19 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

Constructing un-reinforced, plain cement concrete for pavements using Grade concrete M30 over a prepared base with OPC coarse aggregate at 0.69 cum, fine aggregates at 0.46 cum,Coarse and fine aggregate conforming to IS:383-2016, with Superplastizer at 3 Its conforming to IS 9103-2008. mixed in a concrete mixer of not less than 0.6 cum capacity and appropriate weigh batcher as per approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing). & Spreading the concrete with shovels, rackers compacted using needle, screed and plate vibrator and finished with floaters in a continuous operation including provision of contraction, expansion, construction and longitudinal joints,including groove cutting charges, joint filler, separation membrane of impermiable plastic sheet of 125 micron, sealant primer, joint sealant, admixtures as approved, curing compound, finishing to lines and grades, textured with texturing machine, and curing including cost of all materials, labour,hire charges of machineries,all lead & lift charges etc., complete as per specifications. with OPC at 360 kg/cum and coarse aggregate 0.69cum, fine aggregate 0.46cum. PRED DSR I.No.16.4 for 2018-19 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

"Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method 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, complete as per Technical Specification Clause 401 - For Grading III Material" PRED DSR I.No.4.1.iii for 2018-19 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

"KSRRB M800-3. Direction and Place Identification Signs upto 0.9 sqm Size Board : Manufacturing, Supply and installation of retro- reflective Cautionary, Mandatory & Informatory signboards made out of cube corner micro prismatic grade sheeting confirming to Type XI standards of IRC:67:2012 specification & fixed over 4 mm thick Aluminum Composite Panel sheet having minimum 0.30 mm thick aluminum skin on both sides & fixed over a support frame of 25x25x 3mm MS angle and mounted on 75 mm dia OR 75X75X6 MM Mild steel angle of Total height 2.70 M with clear height of not less than 2.10 M from the ground level to the bottom of the Sign board & 60 cm below ground level. The sign post should be painted with one coat of red oxide paint and two coats of synthetic enamel paint of black and white colour with bands of 30 cm height alternatively firmly fixed to the ground by means of foundation with M 20 grade cement concrete of 45 cm x 45 cm x 60 cm including cost & conveyance of all materials, equipment, machinery & Labour with all leads and lifts, Loading charges necessary for satisfactory completion of the work as directed by engineer in-charge. 10 years warranty for Retro Reflective Sheeting from the original sheeting manufacturer as per clause 6.9 in IRC 2012 & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be obtained from the supplier." PRED DSR 10.3.Aii for 2018-19 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

KSRRB M300-Construction of Subgrade and Earthen Shoulders. KSRRB M300-55. Construction of sub-grade and earthen shoulders with approved material Gravel/Murrum with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No. 300-2 complete as per specifications (including cost of earth, watering charges & compaction by vibratory rollercompaction by vibratory roller to 97% of proctors density) MORTH Specification No. 305 PRED DSR I.No.3.14 for 2018-19 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

"Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 PRED DSR 11.8 for 2018-19 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

"Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical SpecificationClause 302.3 PRED DSR I.No.3.5.iii for 2018-19 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

"Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method 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, complete as per Technical Specification Clause 401 - For Grading III Material" PRED DSR I.No.4.1.iii for 2018-19 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

"Excavation for Structures--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 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. - Ordinary soil--Upto 3 m depth" PRED DSR I.No.3.5.iii for 2018-19 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

"KSRRB M800-3. Direction and Place Identification Signs upto 0.9 sqm Size Board : Manufacturing, Supply and installation of retro- reflective Cautionary, Mandatory & Informatory signboards made out of cube corner micro prismatic grade sheeting confirming to Type XI standards of IRC:67:2012 specification & fixed over 4 mm thick Aluminum Composite Panel sheet having minimum 0.30 mm thick aluminum skin on both sides & fixed over a support frame of 25x25x 3mm MS angle and mounted on 75 mm dia OR 75X75X6 MM Mild steel angle of Total height 2.70 M with clear height of not less than 2.10 M from the ground level to the bottom of the Sign board & 60 cm below ground level. The sign post should be painted with one coat of red oxide paint and two coats of synthetic enamel paint of black and white colour with bands of 30 cm height alternatively firmly fixed to the ground by means of foundation with M 20 grade cement concrete of 45 cm x 45 cm x 60 cm including cost & conveyance of all materials, equipment, machinery & Labour with all leads and lifts, Loading charges necessary for satisfactory completion of the work as directed by engineer in-charge. 10 years warranty for Retro Reflective Sheeting from the original sheeting manufacturer as per clause 6.9 in IRC 2012 & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be obtained from the supplier." PRED DSR 10.3.Aii for 2018-19 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

"KSRRB M800-3. Direction and Place Identification Signs upto 0.9 sqm Size Board : Manufacturing, Supply and installation of retro- reflective Cautionary, Mandatory & Informatory signboards made out of cube corner micro prismatic grade sheeting confirming to Type XI standards of IRC:67:2012 specification & fixed over 4 mm thick Aluminum Composite Panel sheet having minimum 0.30 mm thick aluminum skin on both sides & fixed over a support frame of 25x25x 3mm MS angle and mounted on 75 mm dia OR 75X75X6 MM Mild steel angle of Total height 2.70 M with clear height of not less than 2.10 M from the ground level to the bottom of the Sign board & 60 cm below ground level. The sign post should be painted with one coat of red oxide paint and two coats of synthetic enamel paint of black and white colour with bands of 30 cm height alternatively firmly fixed to the ground by means of foundation with M 20 grade cement concrete of 45 cm x 45 cm x 60 cm including cost & conveyance of all materials, equipment, machinery & Labour with all leads and lifts, Loading charges necessary for satisfactory completion of the work as directed by engineer in-charge. 10 years warranty for Retro Reflective Sheeting from the original sheeting manufacturer as per clause 6.9 in IRC 2012 & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be obtained from the supplier." PRED DSR 10.3.Aii for 2018-19 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

"Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 PRED DSR 11.8 for 2018-19 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.