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| 1 | 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 |
| 2 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5m and lead upto 50m as per Technical Specification Clause 302.3 |
| 3 | 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. |
| 4 | 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 static roller in stages to proper grade and camber applying & brooming stone screening/ binding materials to fill up the intersticks of coarse aggregate,watering and compacting to the required density grading 2 as per technical specification clause 405. |
| 5 | 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 static roller in stages to proper grade and camber applying & brooming stone screening/ binding materials to fill up the interstices of coarse aggregate,watering and compacting to the required density grade 3 as per technical specification clause 405. |
| 6 | Laying of brick edging of both side of road with M-150 class of bricks with 8 Cm. wide and 12 cm. deep laid with mud mortar all labour finished to the required template and in proper alignment and also including dressing and remming the excavated earth including T&P for proper completion of work. As Per SI No.765 |
| 7 | 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 0.85 kg/sqm using mechanical means. as per MORD Sr.No. 5.1(i) Technical Specification Clause 502. |
| 8 | 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 surface treated with primer & cleaned with hydraulic broom as per technical specification clause 503 (iii). |
| 9 | 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 C.Case - II By Mechanical Means as per MORD Sr.No. 5.9 (i)Technical Specification Clause 508. |
| 10 | Providing and laying seal coat with Crushed stone chipping of 6.7 mm size defined as 100% passing 9.5 mm sieve and retained on 2.36 mm sieve applied @ 0.09 cum, sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C. By Mechanical Means .Case III as per MORD Sr.No. 5.12Technical Specification Clause 510. |
| 11 | Supply and Providing and fixing of 350 mm Hume pipe NP-3 and Shedule page No. 04 And Cartage 15% =basic rate 1600+ 15% cartage 240 and Labour Rate 76.00=Rs. 1915.00 |
| 12 | J.E. (R.E.D.) Please Enable Macros to View BoQ information |