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| 1 | cleaning of jungle including uprooting rank vegetation grass,bushes,wood trees and samplingsof grith up to 30 cm measured at a height of 1.0 mabove G L and removal of rubbish upto a distanceof 50 m out side the periphary of area cleared as per Technical Specification clause |
| 2 | 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 |
| 3 | GSB Grading-1Construction ofgranular Sub-baseby 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 rollerto achieve the desired density, complete as perTechincal Specificationclause 401 |
| 4 | WBM Grad-2Providing, laying, spreading and compacting stone aggregates of specific sizes (45-63 mm)to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. WBM Grading-2 as per Technical specification Clause 405 |
| 5 | WBM Grade-3Providing, laying, spreading and compacting stone aggregates of 53mm to 22.4mm sizes (Crusher broken) to water bound macadam (WBM III) specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(WBM III) |
| 6 | Providing and applying primer coat with bitumen emulsion(SS-1) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.85 kg per sqm using mechanical means as per Technical specification Clause 502 |
| 7 | Providing and applying tack coat with bitumen usingpressure distributor at the rate of 0.275 kg per sqm on the prepared non bituminous surface cleaned with hydrolic broomas per temechanical specificatiob clause 503. |
| 8 | 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 emuslion 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 Type \"C\" as per Tehnical Specification Clause 508 |
| 9 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels , grade and cross fall using Type\"C\" as per Technical Specification Clause 510 |
| 10 | Brick edging on both side of road with first class brick 8 cm wide 12 cm deep as per SI No 765 |
| 11 | Construction of Subgrade and earthen shoulderswith approovedmaterial obtainedfrom barrow pitswith all liftsand leads , transporting to site , spreading , grading to required slopeand compacted to meet requirementof tables300.2 with lead up to 1000 mas per technical specification clouse 303.1 |
| 12 | Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches.as per D S R 2.8.1 |
| 13 | Supply and laying of local sand in trenchincluding ramming, dressing, watering etc. including cost of all material, labour etc. complete. SI No-255 |
| 14 | Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete, including cost of form- work in foundation and floors.as per D S R 4.1.8 |
| 15 | Coursed rubble massonary (second sort) with hard stone in foundation & plinth with : cement mortor 1:6 (1 cement:6 course sand) DSR 7.7.1 |
| 16 | Raised and cut pointing on stone work with cement mortor 1:3 (1 cement : 3 fine sand): DSR 13.33.2 |
| 17 | Providing & laying HP 600mm dia NP-3 with coller etc. complete. |
| 18 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) complete.20 mm nominal size stone aggregate 4.1.3 |
| 19 | Construction of Embankment with approovedmaterial deposited at site from road way cutting and excavation from drain and foundation and other structures graded and compacted to meet requirementof tables300.1 and 300.2 as per technical specification clouse 301.5 |
| 20 | Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. |
| 21 | Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete, including cost of form- work in foundation and floors. |
| 22 | Coursed rubble massonary (second sort) with hard stone in foundation & plinth with : cement mortor 1:6 (1 cement:6 course sand) DSR 7.7.1 |
| 23 | Raised and cut pointing on stone work with cement mortor 1:3 (1 cement : 3 fine sand): DSR 13.33.2 |
| 24 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) complete.20 mm nominal size stone aggregate |
| 25 | Filling available executed earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exeeding 20cm in depth, consolidation each deposited layer by ramming and watering, lead up to 50m and lift up to 1.50m. |
| 26 | Supplyand Fixing of 75 mm dia P V C Pipe i/c all |
| 27 | ( Rates in BOQ are exclusive of G.S.T. Amount ) |
