akarra

Earth work in cutting or in embankment ordinary soil,excavation to be in the regular pits not exceeding 0.5m In depth and earthwork in embankment to be in 20cm.Layers,including ramming and dressing the surface to required levels & slopes & also including 1.5 lift & 30m lead.The earth from cutting to be used in making embankment or to be deposited as spoil banks with in 30m. Distance as directed by the engineer incharge.including Royalty @ 30.00 per cum.including 2 KM cartage (116+65) As Per SI No.253+Cartage.

WBM Grading III Providing. laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 with 22.4 - 53 mm stone ballast as per Technical Specification Clause 405)

Excavation in foundation in ordinary soil, loame, clay or sand inculuding lift upto 1.5 m & lead upto 30m including filling watering & ramming of excavated earth into the trenches or into the space between the building & the sides of foundation trenches or in to the plinth removal & disposal of surplus earth as directed by the engineer in charge upto a distance of 30m from the foundation trenches. SI. No. 251 (Including Royalty Rs. 30.00)

Concrete with 40 mm. gauge brick ballast, fine sand of 1.25 FM and cement in proportion of 12 : 6 : 1 in foundation and under floor, Including supply of all Material, Labour and T & P etc. required for proper completion the work. As per S.I. No. 273

M-150 Brick work in 1:4 cement and coarse Sand mortar in foundation & Plinth inculding supply of all materials Labour T & P etc.required for proper completion of work. As per S.I. No. 305

Cement Concrete with 20 mm. gauge approved stone grit ;approved Coarse Sand and Cement in the proportion of 4:2:1 inculding supply of all Material, Labour and T & P etc. required for proper completion the work. As per S.I. No. 279(i)

PROVIDING AND LAYING OF 80 MM THICK INTERLOCKING CEMENT CONCREAT TILES ( 30 MPA ) INCLUDING LAVELING AND DRESSING OF SURFACE TOREQURED LEVEL AND SLOPE, FILLING JOINTS, WITH LOCALP.W.D/ ROAD WORK NEW -1INCLUDING COST OF MATERIALS LABOUR T&P etc.REQURED LEVEL AND SLOPE, FILLING JOINTS, WITH LOCAL SAND INCLUDING COST OF MATERIALS LABOUR T&P etc. P.W.D/ ROAD WORK NEW -1

LAYING OF B.O.E.SOLING WITH S.O.B. BRICK INCLUDING PREPARATION OF SUB-GRADE TO PRESCRIBED CAMBER JFILLING JOINS WITII LOCAL S.I.NO 786

Supply of Informatory M.S. Sign. Board Size 1200x900mm made of 18 gauge M.S. Sheet fixed in ISA 40x40x5 mm. frame by flat iron 40x5mm. on all four sides along with two vertical post of 2150mm. long from bottom to frame of angle iron 40x40x5 mm. with 150mm. horizontal hold fast at bottom braced with 40x5mm. flat iron 1980mm. long electrically welded and painted with one coat of redoxide primer.Rates Sanction SE/RED RS. 4200/-+writting and fixing.

Note- GST Shall be paid extra as per Rule Signature of Contractor