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| 1 | Earth work in all kind of soil excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m complete all as specified and directed. |
| 2 | Removal of excavated material (soil) to a distance not exceeding 250 metre and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed. |
| 3 | Returning, filling in (soil) including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick in any type of soil complete all as specified and directed. |
| 4 | Demolition and breaking up 150mm dia in bore drain pipes (salt glazed stone ware, AC or Reinforced concrete) set in cement mortar in any description complete all as specified and directed. |
| 5 | M&L for 150mm dia Sail-glazed stone ware drain pipes drain pipes laid in trenches and jointed complete all as specified and directed. |
| 6 | M&L Concrete bed to drain pipes including packing under and haunching against the sides of pipe as cradle afterr they are laid and tested in cement concrete 1:3:6 type C-2 (Nominal mix using 20mm graded crushed stone aggregate for 150 mm bore pipes complete all as specified and directed. |
| 7 | Demolition and breaking up 200 mm dia in bore drain pipes (salt glazed stone ware, AC or Reinforced concrete) set in cement mortar in any description complete all as specified and directed. |
| 8 | M&L for 200 mm dia Sail-glazed stone ware drain pipes drain pipes laid in trenches and jointed complete all as specified and directed. |
| 9 | M&L Concrete bed to drain pipes including packing under and haunching against the sides of pipe as cradle after they are laid and tested in cement concrete 1:3:6 type C-2 (Nominal mix using 20mm graded crushed stone aggregate for 200 mm bore pipes complete all as specified and directed. |
| 10 | M&L for Cement concrete 1:3:6, type C-2 (Nominal mix) using 40 mm graded crushed stone aggregates in foundation filling and mass concrete complete all as specified and directed. |
| 11 | Demolition of brick work or stone masonary built in cement mortar etc complete all as specified and directed. |
| 12 | M&L for Brick work with sub class 'B' bricks, old size bricks having crushing strength not less than 75 Kg/Sqcm, straight or curved on plan exceeding 6m mean radius with old size bricks built in cement mortar 1:4 complete all as specified and directed. |
| 13 | M&L for Random Rubble stone walling uncourses, built in CM (1:6) complete all as specified and directed. |
| 14 | Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, hammer dressing with maximum depression on face from straight edge held against the dressed surface n. exc 20mm complete all as specified and directed. |
| 15 | M&L for preparation of new plastered surfaces of Wall and applying three coats of white wash complete all as specified and directed. |
| 16 | S&F in repair 110mm PVC (SWR) pipes single socketed in any length with rubber joints fixed to wall or laid in floors / trenches with & including existing / new MS stack clamps of FI 50 x 3mm complete all as specified and directed. |
| 17 | S&F in repair 75mm PVC (SWR) pipes single socketed in any length with rubber joints fixed to wall or laid in floors / trenches with & including existing / new MS stack clamps of FI 50 x 3mm complete all as specified and directed. |
| 18 | M&L for Plain Cement concrete 1:2:4 Type B0 using 12.5 mm graded crushed stone aggregate in coping, benching and the like including weathering, slightly rounded or chamfered angles as directed including form work and finishing all exposed surfaces complete all as specified and directed. |
| 19 | M&L PCC (1:2:4) type B 0 using 12.5 mm graded stone aggregate as in drain and surface channel complete all as specified and directed. |
| 20 | Extra for forming fair finished surfaces of drain or channels, inner girth 30 cms, using extra cement including forms, moulds mitred/ stoppedends etc. complete all as specified and directed. |
| 21 | M&L for Rendering 15 mm thick on fair faces of brick/stone surfaces in cement mortar (1:4) finished even and fair complete all as specified and directed. |
| 22 | Dismantling of sand stone slab as in cover slab of any thickness laid, bedded and pointed in any mortar complete all as specified and directed. |
| 23 | M&L for Precast cement concrete type B-1, 1:1.5:3 (Nominal mix) using 20 mm grade crushed stone aggregate, as in cover slabs (for manhole etc.) casted at site and setting in cement mortar 1:4 complete all as specified and directed. |
| 24 | M&L for TMT bars (Fe 500), 10 mm dia and over in reinforcement cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed. |
| 25 | M&L for TMT bars (Fe 500), 6 to 8 mm dia and over in reinforcement cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed. |
| 26 | Cutting into existing manholes for removing existing branch drain, making good to pipe and rendering cutting out branch channel, and making good for any dia bore pipe complete all as specified and directed. |
| 27 | M&L for Septic tank for 100 users, designed to carry sewage and sullage water, excavation in any type of soil, PCC 1:4:8 below foundation, Brickwork in CM(1:3), RCC M-30 Design Mix in Baffle walls and Roof Slab including beams etc with Vent shaft, manhole openings with cover connection etc. complete all as specified and directed and as shown in Drg No. CEBZ/TD/76/2011 Sheet 1/1 & 1/2. |
| 28 | M&L for Septic tank for 50 users, designed to carry sewage and sullage water, excavation in any type of soil, PCC 1:4:8 below foundation, Brickwork in CM(1:3), RCC M-30 Design Mix in Baffle walls and Roof Slab including beams etc with Vent shaft, manhole openings with cover connection etc. complete all as specified and directed and as shown in Drg No. CEBZ/TD/76/2011 Sheet 1/1 & 1/2. |
| 29 | Soakage walls excavation in any type of soil, foundation in PCC 1:3:6 wells of honey combed and soild in M-25 concrete, including intercepting chamber, screen chamber Brick work in CM, RCC cover slab in M-25/RR masonary/Filling with brick bats, complete of size (3.0 m dia x 3.0M deep) complete all as specified and directed. |
| 30 | Cleaning of sewage line by roding manhole to manhole, manually, removing sludge/foreign material completly and making smooth flow of sewage water for 150/200mm dia bore pipes complete all as specified and directed. Please Enable Macros to View BoQ information |
| 31 | Cleaning of sewage line by roding manhole to manhole, manually, removing sludge/foreign material completly and making smooth flow of sewage water for 150/200mm dia bore pipes complete all as specified and directed. Please Enable Macros to View BoQ information |
