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| 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 | Excavation for depth below ground level for laying sewers, manholes, gully pits, chambers, sump etc. in ordinary soil (earth sand, loam and clay) including cutting of joints pits, trimming, dressing, levelling, refiling of trenches in 20 cm layers watering and ramming the same including removal of surplus earth or other dismantled materials upto a distance of 50 m from the centre of trenches.00.00 - 01.50 m BGL (S/R)-1061 |
| 3 | Supply of 110mm dia C.1. D-joints 18:8794/1988 with rubber ring, nut & bolts etc. all complete.(app, rate)-1071 |
| 4 | Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) :, 100 mm diaDSR 2023- 18.59.3 |
| 5 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) :, 100 mm diameter, Class IDSR 2023- 18.31.1.1 |
| 6 | Providing and laying S&SCI standard specials such as tees, bends collars, tappers and caps etc suitable for flanged jointing as per IS:1538 up to 300mm dia (SOR-LDA approved rate)-1072 |
| 7 | P/L PVC pipe 110 mm dia, 10kg/cm2 all complete with fiting sanction rate-1003 |
| 8 | 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 (analysis rate)-1069 |
| 9 | 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)-1070 |
| 10 | Supply & Laying of 300 mm ID Sn8 Double wall corrugated (DWC) pipes made of PP confirming to IS 16098 P-2 (Make Astral / Rex, Alom, Supreme) For leak proof Joints “Double Wall Corrugated (DWC) Pipe above 150mm ID ( in all the stiffness classes), should be supplied with Integral non-detachable socket having a minimum ring stiffness of 4 KN/m2 when tested individually according to Annexure C of IS-16098 Part I. For proper and leak tight jointing, Pipes of 200 & above sizes shall be joined with the help of Jacks only - to be provided by the pipes suppliers. No manual jointing is permitted for >200mm sizes. DWC pipes Manufacturer /or its group company should have at least 3 years’ experience of production of any type/ specification of Double Wall corrugated ( DWC ) pipes. The Elastomeric Rings used must be of ISI mark only. The manufacturer of the pipes should also have valid accreditation for ISO 9001 & ISO 14001.(Technical Requirements/amendments required In line with the Standard–16098) (Sanction Rate)- LDA APPROVED RATE. |
| 11 | 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 |
| 12 | 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- L.D.A APPRO. |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for :, Foundations, footings, bases of columns, etc. for mass concreteDSR 2023- 5.9.1 |
| 14 | 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 |
| 15 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause-401 (Sanction Rate)- Sanctioned Rate 401 |
| 16 | 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)- morth -406 (sanctioned rate) |
| 17 | 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)- MoRTH Based Analysis |
| 18 | Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.- Tack coat |
| 19 | 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)-1054 |
| 20 | 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)-1052 Please Enable Macros to View BoQ information |
