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| 1 | Cleaning of Jungle including uprooting of trunk vegetations grass bush wood trees and saplings of girth up to 30.00 cm measured of a height of 1.0 m above ground level and removal of rubbish up to a distance of 50.00 m out side of the periphery of area cleaning As per SI No.,259 |
| 2 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 |
| 3 | 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 but cortage from 8 km distance |
| 4 | 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 MORD Sr.No.4.1 Technical Specification Clause 401. (G.S.B. Grade-I ) |
| 5 | Providing, laying, spreading and compacting stone aggregates of specific sizes(63-45mm) 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 and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MORD Sr.No.4.7(2) Technical Specification Clause 405 .(WBM II ) |
| 6 | Providing, laying, spreading and compacting stone aggregates of specific sizes(53-22.4mm) 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 MORD Sr.No.4.7(3) Technical Specification Clause 405 .(WBM III ) |
| 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 (VG-10) using emulsion distributor at the rate of 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom. as per MORD Sr.No. 5.2(ii)Technical Specification Clause 503. |
| 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. By Manual Means. as per MORD Sr.No.5.9(iTechnical 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 manual method. as per MORD Sr.No. 5.12Technical Specification Clause 510. |
| 11 | Edging with straight over burnt bricks , laid dry lengthwise including excavation , refilling , compactionn with a hand packing and spreading nearly surplus earth with a lead of 50 m. |
| 12 | Laying of brick soling laid on edge dry joints filled with local earth soil etc complete as SI No 762 |
| 13 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto1.5 and lead upto 50 m as per Technical Spcification Clause 302.3 |
| 14 | Providing and laying in cement concrete 1:5:10 (1 Cement 5coarse sand(zone-iii);10 graded stone aggregate 40 mm norminal size) including Supply of all material labour T&P etc. required for proper completion As Per DSR4.1.10 |
| 15 | Providing and laying reinfored cement concrtepipe NP3 (Burried conduit ) for Gul including fixing coller with cement mortar 1 :2 6 but excluding excavation , protection works back filling concrete and masonary works in head wall and parapets ( 1x350 mm dia ) single row as per Mord 1100 |
| 16 | S/F Information sign board i/c Lettering, writing &Painting etc. Please Enable Macros to View BoQ information |
