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| 1 | Trimming grass and weeds removal of rubbish up to a distance of 30 m outside the periphey of the area as per Technical Specification Clause 201.1of MoRD specification for Rural roadsand as per the direction of the Engineer-in-charge. |
| 2 | Construction of embakment with approved materials obtained from borrow pits with all leads and lifts transporting to site by mechanical meansspreading grading to required slope compacting to meet the requirements of table 300.2 and clause 305 of MOSRTH specification for road and bridge works (4th revision) and as per the direction of the Engineer-in-charge. |
| 3 | Providing, laying, spreading & compacting graded stone aggregates to Wet Mix Macadam including premixing the materials with water at OMC in mechanical mix plant, carriage of mixed materials by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause-406 of MoSRT&H Specification for Road & Bridge works(4th Revision) as per specification and direction of Engineer-in-charge. |
| 4 | 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 of 0.70-1.0 kg/sqm using mechanical meansas per the direction of the Engineer-in-charge. |
| 5 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broomas per the direction of the Engineer-in-charge |
| 6 | Labour for surface dressing with 12 kg penetration grade of bitumen and 0.15 cum of 19mm nominal size chips per 10 sqm and rolling with PRR incl.cost and conveyance of chips and bitumen etc.all complete. |
| 7 | Providing and laying Semi Dense Bituminous Concrete with batch type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled,vibratory roller and tandem rollers to achieve the desired compactionas per Clause-508 of MoSRT&H Specification for Road & Bridge works(4th Revision) as per specification and direction of Engineer -in –charge. |
| 8 | Reinforced cement concrete M 15 grade kilometre stone of standard design as per IRC : 8 fixing in position including painting and printing etc as per drawing andas per the direction of the Engineer-in-charge. |
| 9 | Ordinary kilometer stone |
| 10 | Ordinary kilometer stone |
| 11 | Providing and errecting direction and place identification Semi-reflective sign as per IRC-67-2012 made out of Class-B and high intensity prismatic grade sheeting as per ASTM D 4956-09 Type-III and IV strictly conforming to clause 801.3, fixed over 2mm thick aluminium sheeting Clause 6.5.2 of IRC: 67-2012 with angle iron frame 75mm x 75mm x 6mm fixed with 2 nos and 3 nos horizontal and 1 no vertical extra supporting member of MS angle of size 50x50x6mm firmly fixed to the ground with M-15 grade cement concrete 45x45x75cm as per approved drawing inculding cost, conveyance, royality & taxes of all materials, labour, T&P etc, complete as per direction of the E.I.C. |
| 12 | 1200 mm x 900 mm Informatory Sign Board |
| 13 | Village identification board(600X450) mm |
| 14 | Hospital,School,Bus Stop Inform. sign(800X600) mm |
| 15 | 900 mm equilateral triangle |
| 16 | Painting two coats with including primer with syntheic enamel paint etc complete. |
| 17 | Construction of RCC guard posts of 150 mm dia M15 grade cast-in-situ with 20 mm nominal size aggregate,true to line and grade,tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing andas per the direction of the Engineer-in-charge. |
| 18 | New construction |
