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| 1 | M &L For Excavating over areas n exc 1.5 m deep and getting out Soft and disintergated Rock complete all as specified and directed. |
| 2 | M &L For Excavating over areas n exc 1.5 m deep and getting out Hard Rock complete all as specified and directed. |
| 3 | M&L For Excavation in trenches n.exc 1.5 mtr wide and n.exc 1.5 mtr deep for foundation etc n.exc. 10 sqm on plan and getting out Hard Rock.specified & directed |
| 4 | M&L for Returning, filling in, including spreading, levelling, watering and well ramming in layers n.exc 25cm in soilas per directions of Engr-in-Charge. |
| 5 | M&L for Removal of excavated material (soils) to a distance n.exc 50 mtrs and depositing where directed at a level n.exc 1.5 mtr above the starting point.as per directions of Engr-in-Charge. |
| 6 | M&L For PCC 1:4:8, type D-2 using 40mm graded crushed stone aggregate as in foundation of wall, complete all as specified and directed. |
| 7 | M&L For PCC 1:3:6, type C-2 using 40mm graded crushed stone aggregate For Bottom of Drain, complete all as specified and directed. |
| 8 | M&L For PCC 1:2:4, type B-2 using 40mm graded crushed stone aggregate as in Coping , complete all as specified and directed. |
| 9 | M&L Walling of random rubble,uncoursed as in item ,built in Cement mortar (1:6) complete all as specified and directed.complete all as specified and directed. |
| 10 | M&l For Brickwork with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius built in Cement mortar (1:6) complete all as specified and directed. |
| 11 | Material and Labour for 15mm thick rendering on fair faces of brick work/stone masonry, concrete surfaces (external walls) or stone walls in cement mortar 1:4 complete all as specified and directed. |
| 12 | M&L For Struck pointing to block incourse or ashlar masonryor concrete block walling built in Cement mortar (1:4)complete all as specified and directed Material and Labour for Testing of water from approved Govt lab samples collected from pump house No-01 at main Gate as per norms of WHO and submission of test reports to the entire satisfaction of Engineer-in-Charge, the test report includes following parameters:- PH value, TDS(mg/l), Hardness (as CaCO3) (mg/l), Fluoride (mg/l), Chloride (mg/l),Turbidity (NTU), E.Coli (cfu), Free residual Chlorine Please Enable Macros to View BoQ information |
