Civil Works

Electrical Items :

Earth work in surface excavation not exceeding 30cm in depth but exceeding 1.5cm in width as well as 10sqm on plan including disposal of excavated earth pole upto 50m anf lift upto 1.5m, disposed soil to be levelled and neatly dressed.

For Switchyard ((NO.=2*1),L=5.50,B=2.00,H=0.00) = 22Qty

For Double Pole Plinth ((NO.=1*1),L=15.00,B=2.00,H=0.00) = 30Qty

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., upto floor five level, excluding the cost of centering, shuttering and finishing: 1:1½:3 (1 cement: 1½ coarse sand: 3graded stone aggregate 20mm nominal size). (No.=4,L=3.00,B=3.00,H=0.15)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- all work up to plinth level 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 20mm nominal size).

For Retaining Wall ((NO.=2*1),L=5.50,B=2.00,H=0.10) = 2.200 CUM

For Retaining Wall ((NO.=1*1),L=15.00,B=2.00,H=0.10) = 3.00 CUM

For Transformer Plinth ((NO.=2*2),L=3.92,B=0.50,H=0.10) = 0.780 CUM

For Transformer Plinth ((NO.=2*2),L=3.00,B=0.50,H=0.10) = 0.600 CUM

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- all work up to plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).

For Top of Retaining Wall ((NO.=1),L=15,B=0.60,H=0.05) = 0.450 Sqm.

For Top of Retaining Wall ((NO.=2),L=5.50,B=0.60,H=0.05) = 0.330 Sqm.

Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete above plinth level. (using cold twisted bars). (2*3*26*3.87*0.89Kg/R-m)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cemant : 4 coarse sand)

For Transformer Plinth (02 Nos.) ((NO.=4),L=3.92,B=0.46,H=0.65) = 4.688 CUM

For Transformer Plinth (02 Nos.) ((NO.=4),L=3.00,B=0.46,H=0.65) = 3.588 CUM

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand)

For Transformer Plinth (02 Nos.) ((NO.=4),L=3.92,B=0.46,H=2.55) = 18.393 CUM

For Transformer Plinth (02 Nos.) ((NO.=4),L=3.00,B=0.46,H=2.55) = 14.076 CUM

Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concreate 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at plinth level with cement mortar 1:6 (1 cement : 6 coarse sand).

For R. R. Wall ((NO.=1),L=15.00,B=1.95,H=4.00) = 76.500 CUM

For R. R. Wall ((NO.=2),L=5.50,B=1.95,H=4.00) = 56.100 CUM

For Transformer Plinth inside (02 Nos.) ((NO.=2),L=3.00,B=3.00,H=2.55) = 45.900 CUM

12mm cement plaster finished with a floating coat of neat cement of mix : 1:3 (1 cement : 3 coarse sand)

For Transformer Plinth ((NO.=2*4),L=3.92,B=0.0,H=3.00) =94.08 Sqm

Supply of stone for masonry work ((NO.=1)

Supplying and stacking at site. Good Earth

For Switchyard ((NO.=1*1),L=15.00,B=5.50,H=3.00) = 247.500 CUM

Deduction for Transformer Plinth ((NO.=1*1),L=3.92,B=3.92,H=3.00) = -46.099CUM

Supply of belder for miscellaneous Civil Work (No.=1)

MS SHYAM SINGH

M/S R. B. ELECTRICALS