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| 1 | CIVIL WORKS - PATH WAY WORK POND WORKEarth 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.dsr-23-2.8 |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. Dsr-23-2.25 |
| 3 | Supplying and filling in plinth with sand under floors, including watering,ramming, consolidating and dressing complete. DSR-23-2.27 |
| 4 | Construction of granular sub- base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. DSR-23- 16.78--16.78.3 |
| 5 | Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) DSR-23-6.1.2 |
| 6 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : dsr-23-6.4.1 |
| 7 | R.C.C work in 1:2:4 Cement Coarse sand & 20MM Stone grit in foundation and floors as perDSR-23-4.2.3 |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Dsr-23-5.22.6 |
| 9 | 15 mm cement plaster on rough side of single or half brick wall ofmix: |
| 10 | Providing and fixing CHAIR (RCC OR STEEL) as per direction of Engineer In charge. (MR) |
| 11 | Providing and laying 80 mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. DSR-23-16.68 |
| 12 | Supply and Fixing 20 mm thick Black Granite (Polised) in bigslab.DSR-23 |
| 13 | Supply and Fixing Hand Rail and Bulustrade modular system passive SS-304 decorative Railing 900 mm th. SOR-22-23--Mat.No.21 |
| 14 | Supply anf Fixing 16m ht. High Mast Lighting Pole with all fitting, switch, LED light & Wire as required. Dirextion ofEngineer Inchaarge. MR |
| 15 | Supply anf Fixing Garden lamp post with all fitting, switch, LED light & Wire as required.Dirextion of Engineer Inchaarge.MR |
| 16 | CIVIL WORKS - RCC STAIR WORKSEarth 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. dsr-23-2.8Below STAIR |
| 17 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: DSR-23- 4.1.8 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) Below STAIR |
| 18 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : DSR-23-6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand) AT STAIR SLAB |
| 19 | 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush. Red sand stone. DSR-23-11.28.1 At Stairs |
| 20 | CIVIL WORKS - POUND PASSAGE WITH OPEN LAWNEarth 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. |
| 21 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 22 | Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming consolidating and dressing complete. |
| 23 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 24 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases ofcolumns, etc. for mass concrete |
| 25 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 26 | Columns, Pillars, Piers, Abutments, Posts and Struts COL UP TO PLINTH |
| 27 | Suspended floors, roofs, landings, balconies and access platform |
| 28 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level |
| 29 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cementconcrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately. |
| 30 | Supply and Fixing Hand Rail and Bulustrade modular system passive SS-304 decorative Railing 900 mm th. |
| 31 | 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush. Red sand stone. |
| 32 | CIVIL WORKS - PLANTAION WORKSDigging and preparation of pits of size 0.6m X 0.6M & depth 0.75m for shrub species including disposal of rejected soil if any upto a lead of 50-75M and plant nutrients like farmyard manure, red earth etc. as necessary for the healthy growth of the particular species all complete and as per instructions of Site Enginner. MR |
| 33 | Ground preparation for ground cover species for planting in planters on deck level, plant nutrients like farmyard manure, red earth etc. as necessary for the healthy growth of the particular species all complete as per instructions of Site Enginner.Planter of depth 0.5M and Dia.0.5M |
| 34 | Planter of depth 0.7M and Dia.0.7M |
| 35 | Procurement and planting with necessary soil preparation and finally placing them in the waterbody along with its maintenance and pruning all complete as per instructions of Site Enginner.Tabernaemontana Coronaria |
| 36 | Ixora (Red) |
| 37 | Hibiscus (Red) |
| 38 | Ficus Benjamina 'Starlight' |
| 39 | Tabernaemontana Coronaria |
| 40 | Ficus Benjamina 'Verigated' |
| 41 | Areca Palm |
| 42 | Buccaneer Palm |
| 43 | EXTERNAL ELECTRICE & CONNECTION |
| 44 | GST Please Enable Macros to View BoQ information |
