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| 1 | C.C. Road & Drain |
| 2 | Earth work Excavation in trenches for foundations pipes cable etc in ordinary soil (Loam, clay or sand) inculding lift up to 1.50M and ramming of bottom and disposal of sides and ramming of bottom by disposal of surplus excavated earth as directed by the Engineer i.c. within a lead of 30m. from the foundation trenches |
| 3 | P/Laying of Subbase with (G.S.B.) in Completion of Work |
| 4 | Providing, laying and compacting of stone aggregates of 53-22.4 mm size to water bound macadam specificationincluding spreading in uniform thickness,hand packing rolling with smooth wheel roller 80-100KN in stages to proper grade and camber appling and brooming stone screening binding materialsto fill up theintersticesof coarse aggregate, watring and compacting to the required density grading 3 as per PWD Specification. |
| 5 | M-150 brick work in 1:4 cement and coarse sand of 2.25 finess modulus) mortar in foundation & plinth Inculding supply of all materials, labour, and T&P etc. Required for proper completion of the work. |
| 6 | P/Laying of 125 micron polytheen i/c all comp. NS-4 |
| 7 | P/Costing of C.C. Road in 1:1.5:3 c:c/s:s/g 20mm size.i/c all comp.SI.No. 773(a) |
| 8 | P/O Expension joint. i/c all comp. Work. |
| 9 | Stuck pointing in (1:2) in cemnt & Fine sand mortar Aboutment. i/c s/o all material labour T&P etc. complete. |
| 10 | Excavation of foundation in ordinary soil (loam, clay or sand) i/c lift upto 1.50 meter & lead upto 30 meter & i/c filling, watering & ramming of excavated earth into the foundation trenches or into space between the building & sides of foundation & disposal of surplus earth as directed by the E/I upto a distance of 30 meter from the foundation trenches |
| 11 | P/Laying of Subbase with (G.S.B.) in Completion of Work |
| 12 | M-150 sub class (A) brick work in 1:4 cement + coarse sand mortar in foundation & plinth i/c supply of all materials, labour & tools & plants etc. required for proper completion of work, SOR No.-305 |
| 13 | 40mm thick 1:2:4 cement concrete with cement, approved C/cs & 2cm. Graded approved stone ballast in flooring i/c supply of all material labour T&P etc. required for proper completion of the work. S.I. No. 605 |
| 14 | 15mm thick plaster in 1:4 c: c/s in wall with NCF i/c s/o all labour material T&P etc. complete. S .I. No. 584(a)+596+DSR-13.18 |
| 15 | 15mm thick plaster in 1:4 c: c/s in wall i/c s/o all labour material T&P etc. complete.S .I. No. 584(a)+596 |
| 16 | E/W in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 1/2 meter (20\") in depth & earth work in embankment to be in 20cm (8:) layers, i/c ramming & dressing the surface to required levels & slopes & also i/c 1.5m (5:) lift & 30m (100\") lead. The earth from cutting to be deposited as spoil banks within 30m (100\") distance in directed by the E/I |
| 17 | Cost of Signboard Please Enable Macros to View BoQ information |
