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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in charge. (DSR 2.6.1/2023) |
| 2 | Cartage of Earth up to 15 km including supply of all, labour and tools and plants. etc. required for proper completion of work. (DSR 1.0 Carriage of Materials) |
| 3 | Disposal of surplus earth, building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads up to 25 Km & all lifts involved at Baswar Recycling Plant. (Tipping Fee) |
| 4 | Processing of Disposed building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including supply of all material, labour and tools and plants. etc. required for proper completion of work. (Payment Shall be made for this item after reciept of Processing Fee from C & D Waste Plant Baswar. |
| 5 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. (DSR 16.1/2023) |
| 6 | 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. (DSR 2.8.1/2023) |
| 7 | Sand filling with local sand including supply of all labour, material and T&P etc. required for proper completion of the work.(SoR 2022) |
| 8 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) (DSR 4.1.8/2023) |
| 9 | 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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : - All work up to plinth level : With 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR 5.1.2/2023) |
| 10 | Steel reinforcement for R.C.C. work including traightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars. (DSR 5.22.1/2023) |
| 11 | Column (DSR 5.9.6/2023) |
| 12 | Lintels, beams, plinth beams, girders, bressumers and |
| 13 | cantilevers DSR 5.9.5/2023) |
| 14 | Suspended floors, roofs, landings, balconies and access |
| 15 | platform (DSR 5.9.3/2023) |
| 16 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. (DSR 10.2/2023) |
| 17 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) (DSR 4.1.4/2023) |
| 18 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR 6.1.1/2023) |
| 19 | 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 Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR 6.4.2/2023) |
| 20 | 12 mm cement plaster of mix with 1:4 (1 cement: 4 fine sand) (DSR 13.1.1/2023) |
| 21 | Providing and applying white cement based putty For Outer wall of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. (DSR 13.80/2023) |
| 22 | Finishing walls with water proofing cement paint of required shade for New work (Two or more coats applied @ 3.84 kg/10 sqm) (DSR 13.44.1/2023) |
| 23 | 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 With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 (DSR 16.78.1/2023) |
| 24 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in Charge With 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. (DSR 16.91.2/2023) |
| 25 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. (DSR 16.83/2023) |
| 26 | Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, 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. (DSR 16.84/2023) |
| 27 | Providing & laying coloured and textured imprinted cast in place concrete flooring, applying finishing the top surface, in accordance with sprinkling of colour hardener at the rate of 2.7 kg./sq.mt. Floating the surface application of release agent, stamping the concrete with stamping tools, cleaning the surface with water jetand application of acrylic based sealer (Bomanite or equivalant) for finishing complete as per directions of the engineer-in-charge. The work includes providing and Laying av. 100 mm thick M25 grade BMC / RMC concrete including well compaction, necessary finishing top surface, side supports, leveling, ;pumping, curing, compound etc. complete. Treatment of Construction Joints by Groove cutting of size 4 mm x 20 mm in panel size approximately 3mtr x 3 mtr all complete as per approved design, pattern & direction of Engineer in charge. (DSR 5.33 A 2.1/2021) +top 861.00 approved rate smart city(AR) |
| 28 | Providing and fixing 160mm dia PVC pipes, for drainage spout including cost of all labour and materials complete as per direction of Engineer in Charge. (approved rate based smart city |
| 29 | Providing and fixing 110mm dia PVC pipes, for weep holes of drain including cost of all labour and materials complete as per direction of Engineer in Charge. (DAR18.9.10)/2021 |
| 30 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge-External Works(DSR-18.9.1/2021) |
| 31 | Repairing of water line leakages or connections in all respects etc.,complete as per direction of Engineer in Charge(As per site requirement-5% in Total length Lumpsum)approved rate smart city |
| 32 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete(DSR 18.13.1/2023) |
| 33 | Demolishing R.B. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in- charge (DSR 15.4/2023) |
| 34 | Demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of Engineer- in-charge. (DSR 15.1/2023) |
| 35 | Supply and Fixing Mainhole cover. |
| 36 | Removal of tree roots including disposal of same |
| 37 | 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. (DSR 2.8.1/2023) |
| 38 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) (DSR 4.1.8/2023) |
| 39 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. |
| 40 | All works above plinth level upto floor V level : Concrete of M25 grade with minimum cement content of 330 kg /cum (DSR 5.33.2.1/2023) |
| 41 | Steel reinforcement for R.C.C. work including traightening, cutting, bending, placing in position and binding all complete above plinth level. Mild steel and Medium Tensile steel bars. (DSR 5.22A.1/2023) |
| 42 | 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 : Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR 6.4.2/2023) |
| 43 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes (DSR 10.16.1/2023) |
| 44 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) (DSR10.11.1/2023) |
| 45 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand)(DSR 13.4.2/2023) |
| 46 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete (Size of Tile 600x600 mm) (DSR 11.41.2/2023) |
| 47 | (i) 40 mm dia (DSR 18.12.5/2023) |
| 48 | (ii) 25 mm dia (DSR 18.12.3/2023) |
| 49 | (iii) 15 mm dia (DSR 18.12.1/2023) |
| 50 | Providing and fixing 20 mm nominal outer dia Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. (DSR 18.8.2/2023) |
| 51 | Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests. (DSR 17.1.1/2023) |
| 52 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : Range of four urinal basins with 10 litre white P.V.C.automatic flushing cistern (DSR 17.4.4/2023) |
| 53 | Providing and fixing one piece construction white vitreous china squatting plate with an integral longitudinal flushing pipe, white P.V.C. automatic flushing cistern, with fittings, standard size G.I. / PVC flush pipe for back and front flush with standard spreader pipes with fittings, G.I clamps and C.P. brass coupling complete, including painting of fittings and cutting and making good the walls and floors etc. wherever required : Single squatting plate with 5 litre P.V.C. automatic flushing cistern (DSR 17.6.1/2023) |
| 54 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: size 450x 300 mm with single 15 mm C.P. brass pillar tap (DSR 17.7.7/2023) |
| 55 | 80 mm nominal dia Pipes. (DSR- 18.9.8/2023) |
| 56 | 100 mm nominal dia Pipes. DSR- 18.9.9/2023 |
| 57 | Providing and fixing 100 mm dia PVC Nahani trap heavy quality ISI marked including supply of all materials, labour T&P etc. required for proper completion of the work. (M/R) |
| 58 | Providing and fixing 15mm nominal bore C.P. brass angle valve (Kingston, Glacier, Corbat, Allent, Hindware) for basin mixer and geyser points of approved quality conforming to IS:8931 a) 15 mm nominal bore (DSR 18.53.1/2023) |
| 59 | Supply and fixing of C.P. Grating for Nahani trap of approved make including supply of all materials, labour, T&P etc. required for proper completion of work. |
