Constt. of Dev. Of shamshanghat Bhallar and blacktopping of road from pond bhallar to moh. jagti

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed:

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 20 mm nominal size)

providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size

Boulder

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.

Centering and shuttering including strutting, propping etc. and removal of form for

suspended floor

coloumn piller abutment

lintel beam pilnth beam

edge of slab

P/laying surfacing dressing of ground

Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm )

providing appling tack coat using hot straight run bitumen of grade 80/100 including heating the bitumen spraing the bitumen boiler,cleaning and preparing the existing road surface as per specification on W.B.M @ 0.75 kg/sqm

2 cm premix carpet surfacing with 1.80 cum and 0.90 cum stone chipping of 13.2 mm size and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chipping of 13.2 mm and 11.2 mm size respectively including a tack coat with road straight rum bitumen including consolidation with road roller of 6 to 9 ton capacity etc (tack coat to be paid for saperately)

Providing and laying seal coat of premixing fine aggrgate with bitumen using 128 kg of bitumen of grade 80/100 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of roed surface including rolling and finishing with road all complete

carriage of sand bajri and stone agg by 8 kms av.

carriage of stone by 8 kms av.

P/f Sign Board