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| 1 | Excavating in trenches, in soft/loose soil, not exceeding 1.5m wide and not exceeding 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, cables and pipes etc. not exceeding 10Sqm on plan and not exceeding 1.5m in depth and getting out complete all as specified and as direceted |
| 2 | Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceding 25cm in soft/loose soil complete all as specified and as direceted. |
| 3 | Earth work in excavation in all kind of soil by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10Sqm on plan) including getting out, Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceding 25cm and removal of excavated earth lead upto 200 m and lift upto 1.5m, complete all as specified and as direceted |
| 4 | Removing excavated surplus soil to a distance exc 250m and n exc 500m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and as direceted |
| 5 | M&L for hardcore broken stone or boulders of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and as direceted |
| 6 | M&L for Cement Concrete (1:3:6) type C-2 using 40mm graded crushed stone aggregate as in foundation and bed of drain and all other similar works complete all as specified and directed. |
| 7 | M&L for Cast-in-Situ Plain Cement Concrete (1:2:4) type B-1 using 20mm graded stone aggregate as in bed blocks for hold fasts roof kerbs or mud stops, rounded or chamfered on edges in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, including form work complete all as specified and directed. |
| 8 | M&L for precast reinforced cement concrete (1:2:4) type B-1, using 20mm graded crushed stone aggregate as in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces and the like including weathering, slightly rounded or chamfered angles and throating, as directed including necessary form work etc complete all as specified and directed. (Note : Reinforcement shall be measured and paid for separately ) |
| 9 | M&L for brick work built in cement mortar (1:4) with sub class 'B' old size bricks, straight or curved on plan exceeding 6m mean radius complete all as specified and directed. |
| 10 | M&L for brick work in half brick thick wall built in cement mortar (1:4) with sub class 'B' old size bricks, straight or curved on plan exceeding 6m mean radius complete all as specified and directed. |
| 11 | M&L for bricks, sub class \\"B\\", old size bricks laid on edge in floors, bedded and jointed in cement mortar (1:6) and pointed in cement mortar (1:3) complete all as specified and as directed. |
| 12 | S&F framed work such as grills, gratings, etc. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290 Gde-E-165 complete all as specified and directed. |
| 13 | S&F 10mm dia and over mild steel TMT bars, 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 complete all as specified and as directed. |
| 14 | M&L for 15mm thick rendering cement plaster in cement mortar (1:4) on fair faces of brick walls or concrete surfaces, finished even and fair without using extra cement complete all as specified and directed. |
| 15 | M&L for preparation of new steel and iron surfaces of any description, not otherwise described, over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed. |
| 16 | S&F 110mm bore PVC (SWR) pipe single socketed, in any length with rubber ring joints, laid in trenches complete all as specified and directed. |
| 17 | M&L for Cement Concrete (1:3:6) type C-2 using 40 mm graded crushed stone aggregate as in concrete bed for 450 mm bore reinforced cement concrete pipes including packing under haunching against the sides of pipe after they are laid and tested complete all as specified and directed. |
| 18 | S&F 450 mm bore Reinforced Concrete pipes, class NP-2, laid and jointed complete with collars laid in trenches and jointed complete all as specified and directed. Note:- Excavation, Earth work and Concrete bed shall be measured and paid separately) |
| 19 | Construction of Soakage Well 3.60m internal diameter and 6.00m effective depth complete all as shown on Drawing No CEJZ/STD-242/07 Sheet No 9/24 to 13/24, excavation and earth work in any type of soil and strata, lean concrete in foundation (1:4:8) type D-2 Brick work using sub class ‘B’ bricks masonry wall built in cement mortar 1:3 straight or curved on plan exceeding 6m mean radius upto 450 mm depth, Brick work using sub class ‘B’ bricks in one brick thick honey comb masonry wall built in cement mortar from 0 to 3.00 mtr depth and one and a half thick from 3.00 to 6.00 mtr depth built in cement mortar (1:3) loose filling with broken brick bats of gauge exceeding 80mm but not exceeding 150 mm, RCC M-25 Nominal mix as in 115mm thick Slab, RCC (1:2:4) type B-1 as in bands, 15mm thick internal and external plaster in cement mortar (1:4) upto 15cm below ground level including reinforcement as shown in drawing and necessary form work ,inserting precast drain in walls of soakage well and heavy duty HD-20 circular manual covers complete all as shown on drawing and as specified and directed. |
| 20 | NOTE:- Drawing No. CEJZ/STD-371/161 Sheet No. 1/1 for construction of drains and Drawing No CEJZ/STD-242/07 Sheet No 9/24 to 13/24 for construction of Soackage Wells shall be followed. Please Enable Macros to View BoQ information |
