|
| 1 | POND PATH- WAY WORKS (INTERLOCKING)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, 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. |
| 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. |
| 3 | Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming consolidating and dressing complete. |
| 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 per DSR-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 of mix: |
| 10 | 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 |
| 11 | Supply and Fixing Hand Rail and Bulustrade modular system passive SS-304 decorative Railing 900 mm th. SOR-22-23--Mat.No.21 |
| 12 | Supply anf Fixing Garden lamp post with all fitting, switch, LED light & Wire as required. Dirextion of Engineer Inchaarge. MR |
| 13 | RCC STAIR FOR POUNDEarth 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 |
| 14 | 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 |
| 15 | R.C.C work in 1:2:4 Cement Coarse sand & 20MM Stone grit in foundation and floors as per DSR-23-4.2.3 |
| 16 | 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 |
| 17 | 15 mm cement plaster on rough side of single or half brick wall of mix:DSR-23-13.8 |
| 18 | Finishing walls with textured exterior paint of required shade :13.45.1 New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm DSR-23-13.45.1 |
| 19 | CONSTRUCTION OF RCC HUTEarth 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 |
| 20 | 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 |
| 21 | Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming consolidating and dressing complete. |
| 22 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: |
| 23 | 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 |
| 24 | 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 |
| 25 | 15 mm cement plaster on rough side of single or half brick wall of mix: |
| 26 | R.C.C work in 1:2:4 Cement Coarse sand & 20MM Stone grit in foundation and floors as per SI.No. 279-b |
| 27 | 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 |
| 28 | 40 mm thick fine dressed stone flooring over 20 mm (average) thickbase of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finishedflush. Red sand stone. DSR-23-11.28.1 |
| 29 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) DSR-23----13.44.1 |
| 30 | PLANTATION 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 |
| 31 | 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 |
| 32 | Planter of depth 0.7M and Dia.0.7M |
| 33 | 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 |
| 34 | Ixora (Red) |
| 35 | Hibiscus (Red) |
| 36 | Ficus Benjamina 'Starlight' |
| 37 | Tabernaemontana Coronaria |
| 38 | Ficus Benjamina 'Verigated' |
| 39 | Areca Palm |
| 40 | Buccaneer Palm |
| 41 | GATE WAY TO TALABEarth 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. |
| 42 | 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. |
| 43 | Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming consolidating and dressing complete. |
| 44 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: |
| 45 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 46 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 47 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 48 | Suspended floors, roofs, landings, balconies and accessplatform |
| 49 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level |
| 50 | 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-in-charge.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. |
| 51 | 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 : |
| 52 | 12 mm cement plaster of mix: |
| 53 | 15 mm cement plaster on rough side of single or half brick wall of mix: |
| 54 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 55 | 13.46 Finishing walls with Acrylic Smooth exterior paint of required shade :13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied@ 2.20 kg/10 sqm) |
| 56 | 13.43 Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :13.43.1 Water thinnable cement primer |
| 57 | Extra for sunk or raised mouldings in the plaster of Paris (Gypsum anhydrous) ceiling. |
| 58 | RAMP & RETAINING WALL FOR POUNDEarth 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 |
| 59 | Extra rates for quantities of works, executed: DSR-23-2.24 |
| 60 | 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 |
| 61 | Extra rates for quantities of works, executed: DSR-23-2.24 |
| 62 | Supplying and filling in plinth with sand under floors, including watering,ramming, consolidating and dressing complete. DSR-23-2.27 |
| 63 | Extra rates for quantities of works, executed: DSR-23-2.24 |
| 64 | Excavating, supplying and filling of local earth (including royalty) bymechanical transport upto a lead of 5km also including ramming andwatering of the earth in layers not exceeding 20 cm in trenches, plinth,sides of foundation etc. complete. DSR-23-2.25(a) |
| 65 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: |
| 66 | 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 |
| 67 | R.C.C work in 1:2:4 Cement Coarse sand & 20MM Stone grit in foundation and floors as per DSR-23-4.2.3 |
| 68 | 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 |
| 69 | 13.46 Finishing walls with Acrylic Smooth exterior paint of required shade :13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied@ 2.20 kg/10 sqm) DSR-23-13.46.1 |
| 70 | GST Please Enable Macros to View BoQ information |
