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| 1 | Construction of Embankment with approoved material deposited at site from road way cutting and excavation from drain and foundation and other structures graded and compacted to meet requirement of tables 300.1 and 300.2 as per technical specification clouse 301.5 |
| 2 | 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 perTechincal Specification clause 401 |
| 3 | Providing, 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 |
| 4 | Providing, 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) |
| 5 | Prime coatProviding 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 |
| 6 | Tack CoatProviding and applying tack coat with RS1bitumen using pressure distributor at the rate of 0.275 kg per sqm on the prepared non bituminous surface cleaned with hydrolic broom as per temechanical specificatiob clause 503. |
| 7 | PCProviding, 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 |
| 8 | 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 |
| 9 | Brick edging on both side of road with first class brick 8 cm wide 12 cm deep as per SI No 765 |
| 10 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 11 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:36 (1 Cement : 4 coarse sand (zone-lll) derived from natural source graded stone aggregate 40 mm nom |
| 12 | Brick work with common burnt clay F.P.S. ( Non modular ) briks of class designation 7.50 in foudation and plinth in D.S.R.6.1 |
| 13 | Reinforced cement concrete work in beams, suspended floors, roof having slope upto 15 degree, landings, balconies, shelves, chajjas, lintels, bands, staircases and spiral staircases etc. above plinth level up to floor V level, excluding the cost of centering, shuttering, finishing and reinforcement : in :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)-Slab |
| 14 | Steel reinforcement for R.C.C. work ready to use \\"cut and bend\\" rebars of approved make from factory/workshop to construction site including placing in position and binding all complete in Thermo-Mechanically Treated bars of grade Fe-500D or more. As per SI. No.- 5.22 B.1 |
| 15 | 12 mm cement plaster in single coat on rough side of single or half brick wall finished with a floating coat of neat cement. (1) 1 cement : 3 Coarse sand |
| 16 | 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. |
| 17 | Providing and laying in cement concrete 1:3:6 (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. |
| 18 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 |
| 19 | 12 mm cement plaster in 1:4 cement & C/ sand in single coat on fail side of single or half brick wall for interior plastering including arises, interior rounded angles cambers and rounded angles not exceedng 80mm in grith and finish even and smooth D.SR. |
| 20 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) complete. 20 mm nominal size stone aggregate Please Enable Macros to View BoQ information |
