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| 1 | Site Protection Works, Additional Parking Bay, Drainage Channels Works and allied works at Beach Park |
| 2 | od317214/2021_2022Demolishing random rubble masonary with hard stone in superstructure manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge. |
| 3 | od317215/2021_2022Demolishinglateriteworkmanually/bymechanicalmeansincludingstackingofserviceable and
disposalofunserviceablematerialwithin50metersleadasperdirectionofEngineer-in- Charge: |
| 4 | 2.8.1Earth 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, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil as per direction of Engineer-in-Charge. |
| 5 | 7.1.1Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)as per direction of Engineer-in-Charge. |
| 6 | 5.9.5 Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers as per direction of Engineer-in-Charge. |
| 7 | 5.2.2 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)as per direction of Engineer-in-Charge. |
| 8 | 5.22.6Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more as per direction of Engineer-in-Charge. |
| 9 | od319040/2021_2022Laterate masonry with neatly dressed laterate stone of size 30x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of labour charges etc.(using departmental laterate) as per direction of Engineer-in-Charge. |
| 10 | od317216/2021_2022Laterite masonry with neatly dressed laterite stone of size 30x20x20 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labor charges etc. as per direction of Engineer-in-Charge. |
| 11 | od317217/2021_2022Laterite masonry with neatly dressed laterite stone of size 30x20x20cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labor charges etc.as per direction of Engineer-in-Charge. |
| 12 | 4.5.1Providing and fixing up to floor five level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc. including hoisting and setting in position with cement mortar 1:3 ( 1 cement : 3 coarse sand), cost of required centering, shuttering complete.1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)as per direction of Engineer-in-Charge. |
| 13 | 13.4.1 12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand) as per direction of Engineer-in-Charge. |
| 14 | 2.31Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared as per direction of Engineer-in-Charge. |
| 15 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift All Kinds of soilup to 1.5 m, disposed soil to be levelled and neatly dressed: as per direction of Engineer-in-Charge. |
| 16 | Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M - 40 grade as per 1S:15658 2006 made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. |
| 17 | 4.1.8) Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth levelas per direction of 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)Engineer-in-Charge. |
| 18 | 5.1.3) Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth levelas per direction of 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 nominal size)Engineer-in-Charge. |
| 19 | 5.9.1 ) Centering and shuttering including strutting, etc and removal of form foras per direction of Engineer-in-Charge.Foundations, footings, bases of columns etc for mass concrete |
| 20 | Filling with contractors & #39,s own earth (excluding rock) in trenches, plinth,sides of foundations etc in layer not exeeding 20cm in depth, consolidating each deposited layer by ramming andwatering, lead up to 50m as per direction of Engineer -in- charge. |
| 21 | Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.as per direction of Engineer -in- charge. |
| 22 | Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 as per direction of Engineer -in- charge. |
| 23 | Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means Type A (II) Bitumen (S-65)as per direction of Engineer -in- charge. |
