Construction of Interlocking patri and installation of Crash Barrier From Ramghat Road to Devsaini Power House Road Under infrastructure Fund.

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineerin-charge.All kinds of soil (S.O.R.2022 S.I. No. 253)

Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. (DSR 2.25a)

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (WMM) 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. as per MORTH Specification clause-406 (B)

Providing and laying of I Shaped precast 80mm thick Rubber moulded interlocking Tiles (Compressive strength not less than 40 Mpa and Weight 4.5 Kg) including 50mm thick local sand base levelling and dressing of surface to required level and slope,fIlling joints with local sand all complete as par the direction of Engineer-in charge.(AR)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 150 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR 6.1.1)

Providing & laying in position cement concrete of specified grade excluding the cost of centering and shuttering -all work upto plinth level 1:2:4 (1 cement : 2 coarse sand derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)(DSR 4.1.3)

12mm thick cement plaster 1:4 cement and coarse sand mortar of mix (DSR 13.4.1)

8 Providing & Laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work upto plinth level 1:4:8(1 Cement:4 Coarse sand and derived from natural sources: 8 graded stone aggregate 20mm nominal size derived from natural sources) (DSR 4.1.8)

Type A, "W" Metal Beam Crash Barrier Providing and erecting a "w metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150-75-5 mm spaced 2 m centre to centre, 1.8 m high. 1.1 m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS: 1367 and 18:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150×75×5 mm, 330 mm long complete as per clause 810. (SOR 2025 Ch-5 SI No-27)