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| 1 | Excavating, supplying and fility of focal earth by mechanical transport upto a lead upto Stum also inchiding ramming and watering of the earth in layers etc. complete. As Per PWD BI No. 812 25()) |
| 2 | Providing, laying spreading & compacting of granular suti-base (GSB) by providing coarse graded (Gr-1) materials, spreading in uniform layers with Motor Grader on prepared surface, mixing by mix in placed method with Rolovalor at OMC and compacting with in layers with smooth wheeled Vibratory Roller to achieve the desired density, complete as per MORD clause 4011 & as directed by Engineer Incharge including all machinery charges & including all labour, T&P etc required for proper completion of the work |
| 3 | Providing, laying, spreading an compacting machine crushed stone ballast of approved quarry of 63-45mm size to water bound inacadam of G-2 specification including spreading in uniform thickness, hand packing rolling with power roller à to 10 tonnes in stages to proper grade and cainber applying and brooming with crushable screening material i e. stone dust to fill-up the interstices of coarse aggregate, watering & rolling making necessary earthen bund to protect edges, lighting, guarding, barricadding etc including the cost of all materials, labour. T & P etc. required for proper completion of work aas per MORD specifications no 405. |
| 4 | Providing, laying, spreading and compacting machine crushed stone ballost of approved quarry of 53-22 4mm size to water bound macadan of G-3 specification including spreading in uniform thickness, hand packing rolling with power roller 8 to 10 tonnes in stages to proper grade and camber applying and brooming with crushable screening material ie stone dust to fill-up the interstices of coarse aggregate, watering & rolling making necessary earthen bund to protect edges, lighting, guarding, barricodding etc including the cost of all materials, labour. T & P etc required for proper completion of work aas per MORD specifications no 405. |
| 5 | Providing & a applying Primer Coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and Spreading primer at the rate of 0.70 Kg/Sqm. Using machanical means, Before Applying prime coat, the surface will be cleaned with Machanical broom and water will also be sprinkled with water tanker to keep the surface Moist. The Prime coat will be applied 24 hrsbefore the application of bituminous course including all Taxes, Material, Labour, T&P etc required for proper completion of the work As per MORD specification No. 502 |
| 6 | Providing & applying Tack Coat with bitumen VG-10 using emulsion pressure distributor at the rate of 0.35Kg/Sqm. on the prepared primed granular/old painted surface, cleaned with Machanical broom Including ali Taxes, Material, Labour, T&P etc required for proper completion of the work, as per MORD specification No. 503 |
| 7 | Providing, laying & rolling of open graded Premix Carpet of 20mm ickness composed of 13.2mm to 5.60mm aggregates including mixing in a suitalbe plant, layirig & rolling iwth a three wheeled 80- 100KN static roller capacity, finished to required level & grades bitumen 14.6Kg/10Sqm, area for premixing including all material, Labour and T&P etc required for proper completion of the work, as per MCPD Specification: No. 508 |
| 8 | Providing and laying seal coat type \"C\" scaling the voids in a bituminous surisce PC. surface laid to specified levels grade and cross fall! using with 67 mm nominal size grit of Approved quarry 0.09 curn per 10sqm with Bitumen @ 650 kg/10sqm including heating of Bitumen to the required temperature and including all material, Labour & T&P ete as per Clouse 510 of MORD Specification |
| 9 | Brick on edging on both side of the road of M-150 bricks 8cm. (3\") wide and 12cm (4½\") deep laid with mud mortar including all labour and supply of brick finished to required template & ramming the excavated eaerth as directed by the Engineer-in-charge S.I.No. 765 |
| 10 | Providing and laying NP-3 Hume Pipe Culveri i\"c all maternal labour & etc completc1000 mm Dia NP-3 Hume Pipe |
| 11 | Construction of Subgrade and earthen shouiders of embankment with approved material obtained from borrow pits with a lift upto 1.5m transporting to site, spreading, grading to required slope and compacting to meet requirement of as per Technical specification clause 303.1 |
| 12 | Providing and erecting direction and place identification retro- reflectorised sign as per IRC-67 made of high intensity grade sheeting The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion. impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from international/Government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in india can be accepted provisionally. In such a situation, the Employer/Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012. Legends, letters, numerals and borders etc should be as per MORTH specification No-801.3.7. Sheet fixed over aluminium sheeting 2 mm thick with area exceeding 0.9 sqm. Supported on a mild stee, single angle iron post 75×75×6 mm firmly fixed to the ground by means of property designed foundation with M-15 grade cement concrete 45×45×60 cm., below ground level as per approved drawing, complete. |
