|
| 1 | 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., All kinds of soil. DSR 2023- 2.8.1 |
| 2 | Supplying and stacking of good earth at site including royalty and carriage up to 10 km (earth measured in stacks will be reduced by 20% for payment). |
| 3 | Extra for excavating trenches for pipes, cables etc. in ordinary / hard rock exceeding 1.5m in depth but not exceeding 3m.(Rate is over corresponding basic item for depth upto 1.5 metre)., Ordinary rock, Pipes, cables etc., exceeding 80 mm dia but not exceeding 300 mm dia. DSR 2023- 2.14.1.1 |
| 4 | cartage of earth upto 5km distence loading unloading etc all complete SI no 231a |
| 5 | 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). DSR 2023- 4.1.8 |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for :, Foundations, footings, bases of columns, etc. for mass concrete DSR 2023- 5.9.1 |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for :, Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. DSR 2023- 5.9.2 |
| 8 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :, 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 2023- 5.1.2 |
| 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 :, 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 2023- 5.2.2 |
| 10 | 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- olling the sub grade and disposal of surplus earthwith lead upto 50 metres. DSR 2023- 16.1 |
| 11 | Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density).DSR 2023- 16.2 |
| 12 | Construction of 1.00x1.20x1.50 m internal size manhole as per standard dsign and specification of LDA & including 30 cm thick cement concrete 1:4:8 base & channel (with 40 mm stone ballast, coarse sand & cement), brick work one & half brick work thick in 1:4 cement & coarse sand mortar & with neat cement finish including 16 mm dia M.S. bar foot rest embedded with 1:2:4 cement concrete at 23 cm centre to centre and 15 cm thick RCC slab with 1:1.5:3 cement, coarse sand and 2 cm guage stone grit with including Circular Shape 560mm dia Precast R.C.C. Manhole Cover with Frame (EHD-35), floor with 1:2:4 cement concrete all complete as per Engineer in charge of work (height will be measured from invert of pipe to bottom of the slab (Sanction Rate) |
| 13 | Addition / subtraction Masonry shaft 1.00 x 1.20 m size as per slandard design & specification of LDA having one and half B/W in 1:4 cement & coarse sand mortar 12 mm thick cement plaster in 1:4 cement & coarse sand mortar with neat cement finished & including 16 mm dia MS bar foot rest embedded with 1:2:4 cement concrete as 23 cm. centre to centre all complete as per of Engineer in charge of work. (Sanction Rate) |
| 14 | Providing and laying DWC (SNS) pipes contorms the IS 16098 (Part 2) 3013 Structured-Wall plastics piping systems for NON- Pressure drainage and sewerage Specification including jointing with seal ring conforming 300 mm dia DWC (SN8) Pipes. |
| 15 | Mild steel or iron work in plain work such as in R.C.C. or R.B. (when not included in an over all rates ) including bending for proper completion of the work and including supply of steel and its wastage , bends, hooks and authorised overlaps shall be measured up to floor two level |
| 16 | Construction of granular sub-base by providing coarse graded material, spreading in uniform layer with motor graded on perpared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratoy roller to achieve the desired density complete as per clause 401. for grading I material (GSB-1) (Sanction rate) |
| 17 | Providing and laying bituminous macadam (B.M.) with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @3.30%, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction (Sanction Rate) |
| 18 | Providing and applying primer coat with bitumen emulsion (slowe setting) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. (Sanction Rate) |
| 19 | Providing and laying spreading and compacting graded stone aggregate to wet mix macadam (WMM) specification including premixing the material with water at OMC in machanical mix plant carrige of mixed material by tipper to site, laying in uniform layiers with paver in sub-base / base course one well prepared surface and compacting with vibratory roller to achieve the desired density. (Sanction Rate) |
| 20 | Supply and fixing of PVC pipe of 160mm di 10kg/sqm |
| 21 | Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway 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 course 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, all complete as per manufacturer\"s specifications & direction of Engineer in-Charge., 80mm thick Cement concrete paver block of M-30 grade with approved colour, design & pattern. DSR 2023- 16.91.2 |
| 22 | Providing and applying tack coat with bitumen (Vg-10) pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.Both wheeled Roller 8 - 10 tonne capecity, finished to required level and grades. (Sanction Rate) |
| 23 | 25 mm thick Semi-Dense Bituminous Concrete (S.D.B.C.) (Using Water Plastic) providing and laying Semi-Dense Bituminous Concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5 per cent mix to work at site as per MORTH & H specification clause No. 508 complete in all respects(Reducing Bituminous Quantity by 8% and replacing it by Plastic wastage as per IRC : SP: 98-2013) (Sanction Rate) Please Enable Macros to View BoQ information |
