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| 1 | Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 m. in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slops and also including 1.50 m. lift and 30M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30M. distance as directed by the Engineer incharge. excluding Royallity. Wherever applicable for small work or abadi area. (Where machine can not reach/move)(SOR-20/4.03/253(a)) |
| 2 | Excavation in foundation in ordinary soil (Lorm,Clay or sand ) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removel and disposal of surplus earth as directed by the engineer incharge upto distance of 30 M.from the foundation trenchess.( where machine con not reach / move ).(SOR-20/4.01/251(a)) |
| 3 | Cartage of earth or fly ash when added to schedule item no. 253. 2nd km and beyondLead upto 3.00 km(SOR-20/4.08/261(C)) |
| 4 | 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 earth with lead upto 50 metres. (DSR-18/16.1/AR) |
| 5 | Granular Sub-Base with Coarse Graded Material (Table:- 400- 1)Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.(MoRTH-20/401) |
| 6 | Wet Mix Macadam (Plant Mix Method)Providing, laying, spreading andcompacting graded stone aggregate to wetmix macadam specification includingpremixing the Material with water at OMCin mechanical mix plant carriage of mixedMaterial by tipper to site, laying in uniformlayers with paver in sub- base / base courseon well prepared surface and compactingwith vibratory roller to achieve the desireddensity.(MoRTH-20/4.14/406/B) |
| 7 | Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5.(DSR-18/16.7.1/AR) |
| 8 | Supply of ISI market RCC NP-3 Hume Pipe ( including collars for which nothing extra will be paid including loading and unloading).350 MM Dia NP-3 RCC PipeAR/GNIDA |
| 9 | Laying of NP-3 RCC S&S pipes jointed with stiff mixture of cement mortar in the propertion of 1:2 (1Cememt:2Coarse sand) including testing of jointed complete.350 MM Dia NP-3 RCC PipeDSR-18/19.6.4.1/AR |
| 10 | Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 150.DSR-18/18.34.1/AR |
| 11 | Prime Coat over WMM/WBMProviding and applying primer coat with bitumen grade VG-10 on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means.(MoRTH-20/502/AR) |
| 12 | Tack Coat on Granular surfaces treated withprimer Providing and applying tack coat with bitumen grade VG-10 using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.(MoRTH-20/503/AR) |
| 13 | Bituminous Concrete Grading-2 (Using waste plastic)Providing & Laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @5.4 per cent of mix and filler transporting the hot mix to work site, laying with hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORH&H specification clause 507 complete in all respects.30 MM compacted thickness with bitumen penetration of VG-30 @ 5.4 % by weight of total mix.(MoRTH-20/5.04/507/AR) |
| 14 | Cement concrete with 4cm gauge approved stone ballast, coarse sand & cement in proportion of 8:4:1 including supply of all material, labour, tools & plant etc, required for proper completion of the work. (UPPWD/SOR-20/5.08/281) |
| 15 | RCC Grade M-25 using batching plant transit mixer & manual placing. (MORTH-20/9.06/E/Case-II) |
| 16 | Steel Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. up to plinth level Thermo-Mechanically Treated bars og grade Fe 500D or more. (Sail Steel)(DSR-18/5.22.6/AR) |
| 17 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. Rates are inclusive of all taxes, royalty etc. all T&P/machine material and labour required for proper completion of work. (SOR-20/ch.-10/19.01 new item) |
| 18 | Labour Cess will be paid extra as per applicable |
| 19 | GST will be paid extra as per applicable Please Enable Macros to View BoQ information |
