PR/2023-24/26_Periodic Renewal of road from iNH-37 to Kandhulimari constructed under PMGSY Package No-AS-08-113 iiNH-37 to Kuruabahi Ch.7200.00m to Ch-9440.00m constructed under PMGSY Package No-AS-08-43 and iiiNH-37 to Kuruabahi Ch.6300.00m to Ch 72

Amount

(i)NH-37 to Kandhulimari constructed under PMGSY Package No-AS-08-113 Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

Providing laying, spreading & compacting stone aggtts. of specific sizes to WBM specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10T in stages to proper grade and camber applying and brooming, requisite type of screening/-binding materials to fill up the interstices of course aggtts. watering and compacting to required density grading 3 as per tech. specification clause 405. (A) By Manual means.

Providing and applying Primer coat with bitumen emulsion (CSS-1)on prepared surface of GSB/WBM/WMM including cleaning road surface and spraying primer @ 0.70-1.00Kg. Per sqm using mechanical means as per technical specification clause 502.

Providing and applying Tack coat with bitumen emulsion (RS-1) using emulsion distributor @ 0.25 – 0.30Kg. Per sqm.on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503.

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.I. By Manual Means, (I) Bitumen (S-90)

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510. I. By Manual Means, (I) Bitumen (S-90)

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 (iv) 80cm x 60cm rectangular

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 (ii) 60cm equilateral triangle

RCC Guard Post: Supplying,fitting and fixing RCC guard post size 15 cm dia,150cm long, 75cm above the ground and 75cm below the ground, with 4-12mm Tor steel main steel and 6mm MS stirrups at 30cm c/c tied in position with annealed black wire, cement concrete proportin 1:2:4 with broken stone aggregate up to 20mm size including centering, moulding the top curing, painted black and white alternately in 23cm strips upto 0.75m the top having reflective band 2 nos. of desired shade etc. as per design and direction complete. (ii) 15cm dia with 4-12mmTor bar

(ii)NH-37 to Kuruabahi (Ch.7200.00m to Ch-9440.00m) constructed under PMGSY Package No-AS-08-43 Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

Providing laying, spreading & compacting stone aggtts. of specific sizes to WBM specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10T in stages to proper grade and camber applying and brooming, requisite type of screening/-binding materials to fill up the interstices of course aggtts. watering and compacting to required density grading 3 as per tech. specification clause 405. (A) By Manual means.

Providing and applying Primer coat with bitumen emulsion (CSS-1)on prepared surface of GSB/WBM/WMM including cleaning road surface and spraying primer @ 0.70-1.00Kg. Per sqm using mechanical means as per technical specification clause 502.

Providing and applying Tack coat with bitumen emulsion (RS-1) using emulsion distributor @ 0.25 – 0.30Kg. Per sqm.on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503.

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.I. By Manual Means, (I) Bitumen (S-90)

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510. I. By Manual Means, (I) Bitumen (S-90)

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 (iv) 80cm x 60cm rectangular

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 (ii) 60cm equilateral triangle

RCC Guard Post: Supplying,fitting and fixing RCC guard post size 15 cm dia,150cm long, 75cm above the ground and 75cm below the ground, with 4-12mm Tor steel main steel and 6mm MS stirrups at 30cm c/c tied in position with annealed black wire, cement concrete proportin 1:2:4 with broken stone aggregate up to 20mm size including centering, moulding the top curing, painted black and white alternately in 23cm strips upto 0.75m the top having reflective band 2 nos. of desired shade etc. as per design and direction complete. (ii) 15cm dia with 4-12mmTor bar

Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year.

(iii)NH-37 to Kuruabahi (Ch.6300.00m to Ch 7200.00m) constructed under PMGSY Package No-AS-08-23 Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

Providing laying, spreading & compacting stone aggtts. of specific sizes to WBM specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10T in stages to proper grade and camber applying and brooming, requisite type of screening/-binding materials to fill up the interstices of course aggtts. watering and compacting to required density grading 3 as per tech. specification clause 405. (A) By Manual means.

Providing and applying Primer coat with bitumen emulsion (CSS-1)on prepared surface of GSB/WBM/WMM including cleaning road surface and spraying primer @ 0.70-1.00Kg. Per sqm using mechanical means as per technical specification clause 502.

Providing and applying Tack coat with bitumen emulsion (RS-1) using emulsion distributor @ 0.25 – 0.30Kg. Per sqm.on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503.

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.I. By Manual Means, (I) Bitumen (S-90)

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510. I. By Manual Means, (I) Bitumen (S-90)

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 (iv) 80cm x 60cm rectangular

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 (ii) 60cm equilateral triangle

RCC Guard Post: Supplying,fitting and fixing RCC guard post size 15 cm dia,150cm long, 75cm above the ground and 75cm below the ground, with 4-12mm Tor steel main steel and 6mm MS stirrups at 30cm c/c tied in position with annealed black wire, cement concrete proportin 1:2:4 with broken stone aggregate up to 20mm size including centering, moulding the top curing, painted black and white alternately in 23cm strips upto 0.75m the top having reflective band 2 nos. of desired shade etc. as per design and direction complete. (ii) 15cm dia with 4-12mmTor bar