AS-16-160 (Balance Work) Panbari to Barakhat Road

Amount

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (i) Private Land

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. (i) Private Land

Construction of granular sub-base (A) 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 density, complete as per Technical Specification Clause 401. (II) For Grading Material (Gr-II)

WBM Gr-II - Providing, laying, spreading and compacting stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 k N static roller in stage to proper grade and camber applying and brooming, stone screening, binding materials.... grading 2 as per technical specification clause 405. Using Stone Screening 2) Grading -II (A) By Manual Means

WBM Gr-III - Providing, laying, spreading and compacting stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 k N static roller in stage to proper grade and camber applying and brooming, stone screening, binding materials.... grading 3 as per technical specification clause 405. Using Stone Screening 3) Grading -III (A) By Manual Mean.

Providing and applying prime coat with bitumen emulsion (CRS-1) on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per technical specification clause no 502

Providing and applying tack coat with bitumen emulsion (CRS-1) using emulsion distributor at the rate of 0.25 to 30.0 kg per sqm on the prepared granular surface treated with primer and cleaned with hydraulic broom asper technical specification cause no 503.

Providing laying and rolling of 20mm thick open graded premix carpet using bitumen penetration grade / modified) binder ……….. As per technical specification Cl.508 Case-II by mechanical means (Bitumen S-65)

Poviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and crossfall using Type A and Type B and Type A or B as per Technical Specification Clause 510. By Manual Means, ( S-65)

Traffuc- Signs B. Semi reflectivf Traffic Signs 1) Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made 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 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification Clause 801 (i) 90cm equilaterial triangle

Traffuc- Signs B. Semi reflectivf Traffic Signs 1) Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made 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 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 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 Circular

Traffuc- Signs B. Semi reflectivf Traffic Signs 1) Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made 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 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 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) 80x 60 cm rectangular

Kilometer Stone Reinforced cement concrete M 15 grade kilometer stone / local stone of standard design as per IRC: fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. II) Ordinary Kilometre stone (Precast)

Kilometer Stone Reinforced cement concrete M 15 grade kilometer stone / local stone of standard design as per IRC: fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. (iii) 200m stone ( precast)

Providing and Fixing 'Logo' of PMGSY Project Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm....as per drawing Clause 1710 and Annexure 1700.1.

Providing and Laying Speed Breaker

Removing all types of Hume Pipe and stacking within a lead of 100m including earth work and dismantling of masonry works as per Technical Specification Clause 202. Upto 600mm dia Hume Pipe.

Maintenance of Culverts I) Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908

1000mm dia SHPC = 2 Nos. Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

PCC 1:3:6 in Foundation (Plain Cement Concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days)

Bedding for Pipe Type B (First Class) Bedding Laying (First Class) bedding on well compacted sand, moorum as per Clause 1105 (ii) Granular Material Bedding

Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row 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. (B) 1000 mm dia

Brick Masonry Work in cement mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical specification Clause 1109 Brick Masonary in 1:4 cement mortar

Plastering with cement mortar (1:3) on brick work in sub structures as per technical specification

Routine Maintenance for the 1st Year

Routine Maintenance for the 2nd Year

Routine Maintenance for the 3rd Year

Routine Maintenance for the 4th Year

Routine Maintenance for the 5th Year