Construction of C.C. Road and Drain at keshwah Colony Ward No. 52 file No. 142/26X3/6 (Molik Nidhi)

12.1 Excavation for Structure Earth work in excavation of foundation of structures with all lifts & lead up to 1000 meters as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom as per section 300 and 2100 of the specifications. A Soil 12.1.2 By Mechanical Means 12.1.2.1 up to 3 m depth drain

6.3 Providing and Laying Cement Concrete Grade M-10 with 40 mm graded crushed stone aggregate, spreading the concrete by shovels mixing shall be in mechanical mixer, compacting by use of pin/plate/screed vibrators including form work by strong steel girders fixed by spikes. drain bass

6.4 Providing and Laying Cement Concrete Grade M-20 with 20 mm graded crushed stone aggregate, mixing shall be in mechanical mixer, laying with paver compacting by use of pin, plate / screed vibrators including form work by strong steel girders fixed by spikes, separation membrane 125 micron thick, including cutting of joints @ 4 to 5 m interval and filling it with hot applied bituminous sealant (without dowel bars) (max. thickness 20 cm). drain bass wall/core road

18.26 Brick work with well burnt chimney bricks in bulls patent trench kiln ,crushing strength not less than 25kg /sqcm and water absorption not more than 20% in foundation and plinth 8.26.2 Cement mortar 1:6(1 cement : 6 coarse sand)

1.0 Transportation by Mechanical means including loading, unloading and stacking 2 Earth 5 km

13.1 12 mm cement plaster of mix : 13.1.1 1:4 (1 cement: 4 sand)

17.23 Providing & fixing of precast reinforced cement concrete manhole cover and frame including cost of transporting at site and all material etc. complete 17.23.18 560 mm dia. Extra heavy duty

17.23.8 450 x 900 mm heavy duty

19.1.1 Foundations, footings, bases of columns, etc. For mass concrete

12.3 Providing and Laying non-pressure (NP3) RCC socket & spigot pipes with rubber gasket joint including testing of joints. 300 mm dia

250 mm dia

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