Construction of 60 m service road from Wipro rotary to Labour chowk (Delta-1/2) rotary via Eta-1 rotary, Greater Noida.

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))

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))

Cartage of earth or fly ash when added to schedule item no. 253. 2nd km and beyond Lead upto 3.00 km (SOR-20/4.08/261(C))

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)

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)

Wet Mix Macadam (Plant Mix Method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (MoRTH-20/4.14/406/B)

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)

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 Pipe AR/GNIDA

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 Pipe DSR-18/19.6.4.1/AR

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