Name of Work:- Eks0 Vsgjk Kgjh Esa Luvq Ds Iykv Ls Ydh Ckwmh Okys Rd Lh0lh0 Jksm O Ukyh Dk Uo Fuekz.K Dk;Z
Sl. No.
Item Description
1
Excavation in foundation soil (Loam clay or sand) including left upto 1.5 meter (Sfts) and lead upto 30 Mtr (100 fts) & including filling watering and ramming of excavated earth in to the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removel and disposal of surplus earth as director Engineer in charge up to distance of 30m (100 fts) from. the foundation trenches. (As S.I. No. 01 ) 2.6.1
2
Providing & Laying cement concrete 1:6:12 40mm gauge brick ballast etc. as per SI No 273
3
Earth in Embankment in ordinary soil i/c lead 30mt. & lift 1.50 mt. winth cartage 5.0 Km distance to done from regular pits etc. DSR 2023 2.25 (A)
4
Class 150 brick work in 1:4 cement and C-sand etc. As per SOR CHIP 06 ITEM NO 1.0 (6,11)
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12mm thick plaster with cement approved C-sand in 1.4 including supply of all materials labour and T&P etc, required for proper completion of the work (As per SI No 02
6
Neat cement punning
7
Providing & Laying cement concrete 1:2:4 cement C-sand and 20mm gauge stone grit ete. As per DAR (4.1.3)
8
Construction of granular sub-base by providing well graded material. spreading in uniform layers with mortar 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.
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Providing & Laying cement concrete 1:1.5:3 cement C-sand and 20mm gauge stone grit ete. As per DAR (4.2.2)
10
Reinforced cement concrete work in excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement: 1.5 coarse sand(zone-III): 3 graded stone aggregate 20 mm nominal size as per DAR(5.1.2)
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Miled steel or iron in plain work such as reinforced concrete or reinforced brick work (When not wrougt to include in over all rates) wrought to required shape as mecessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised overlapping shall be measured upto floor two level.
12
Supply and laying of 125 micron thick milki white polythene heet under the foundation (for anti salt peter treatment) or over sub-base to act as separation between sub base and concrete slab (for CC road slab) & supply of all material labour T & P etc.
13
S/F of sign board I/C Granite etc all complete
14
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