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| 1 | Earth work in excavation in foundation in ordinary soil i/c lift upto 1.50 mtr. & lead upto 50.00 mtr and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed bu the E/l within a distance of 50 m. (as per SI No. 251)Boundrywallpillarperipheri walldrainedging wallded. |
| 2 | PIL C.C.in 1:6:12 Foundation with cement fine sand & 40 mm gauge B\ballast as per S.I. No. 273Boundrywallpillarperipheri walldrainedging wallded. |
| 3 | First class brick work in 1:4 cement and Course sand mortar complete in all respect. As per PWD-305bBoundrywallperipheri walldrainedging wallded. |
| 4 | Providing & laying of plain RCC 1:2:4 (one cement and 2coarse sand and Four 20 mm stone grit) with curing for proper completion of the work As per PWD-283pillerL=(0.46+0..23)/2, B=(0.46+0.23)/2beam top beam |
| 5 | Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastages and over lapping and hookes.RCC Qty @ 1% |
| 6 | First class brick work in 1:4 cement and Course sand mortar complete in all respect. As per PWD-305b+310awallDed. |
| 7 | 2.50cm (1\\") thick damp proof coarse with cement concrete consisting of one part cement 1.5 part approved coarse sand and 3 parts approved 13 mm (1.5\\") graded stone grit and including water proofing materials as orderd by the engineer-in-charge in the proportion as specified by the manufacturers. as per SOR item No.361 |
| 8 | Plaster work in 1:4 cement & c/sand mortar etc as per S.I.No-584wallcolumn |
| 9 | Finishing wall with two coat of Water proof cement paint of approved quality on new surface with this paint to give an even shade. Including supply of all material, labour and T&P etc required for porper completion of the work. SI No 660+661wall |
| 10 | Mild steel or iron work in heavy sizes such as truses builts up grates door frames records racks roof work gates etc. wrought to requried form including drilling holes rivetting or welding where necessary and also including supply of steel bolts nuts and wastage etc. and their fixing required for complection of the work.main Gate |
| 11 | Panting or vansishing on iron worksin small areas or new wood work with one cost of ready mixed priming paint & one coat of approved superior quality ready mixed paint of clear synthetic varnish including supply of all materiles labour and T & P etc required for proper complection of work paint to be used should confirm to the I.S.I No 130 1950 SI-main Gate |
| 12 | Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pit not exceeding 1/2 metre (20\\") in depth and earthwork in embankment to be 20 cm (8\\") layers including ramming and dressing the surface to required levels and slopes and also including 1.5 mts lead. The earth form cutting to be used in making embankment or to be desposited on spoil banks withen 30 m. (100 ft.) distance as directed by the Engineer-in-charge Excluding Royalty. cartage 5km |
| 13 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. |
| 14 | P/L of Interlocking concrete block pavement havinh thickness 80 mm as per drwaing and technical specification clouse 1504 Please Enable Macros to View BoQ information |
