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| 1 | Excavation in trenches not exc 1.50 M wide and n exc 1.50 m in depth for Wells,Manholes & pier holes in soft and loose soil complete all as specified and directed. |
| 2 | Excavation in trenches n exc. 1.5 m wide andexc 1.5m deep and n.exc 3.0 m deep for foundation,etc.or for shafts, wells cesspits, manholes, pier holes, etc. n. exc.10 sq m on planand getting out in soft/loose soil complete all as specified and directed. |
| 3 | Excavation in trenches n exc. 1.5 m wide andexc 3m deep and n.exc 4.5 m deep for foundation,etc.or for shafts, wells cesspits, manholes, pier holes, etc. n. exc.10 sq m on planand getting out in any type of soil complete all as specified and directed. |
| 4 | Returning filling in including spreading, leveling, watering and well ramming in layer n.exc 25 cm thick complete all as specified and directed. |
| 5 | Removal of excavated material (soils) to a distanceexc 1.5km but n.exc 5km where directed complete all as specified and directed. |
| 6 | M&L for reinforced concrete pipes, class NP3 pipes 150 mm dia, laid and jointed complete with collars complete all as specified and directed. |
| 7 | M&L for reinforced concrete pipes, class NP3 pipes 200 mm dia, laid and jointed complete with collars complete all as specified and directed. |
| 8 | M&L for PCC (1:4:8) type D2 (using 40 mm graded stone aggregate) as in concrete bed to drain pipes including packing under and hunching against the sides of pipes after they are laid and tested for 150 mm bore complete all as specified and directed. |
| 9 | M&L for PCC (1:4:8) type D2 (using 40 mm graded stone aggregate) as in concrete bed to drain pipes including packing under and hunching against the sides of pipes after they are laid and tested for 200 mm bore complete all as specified and directed. |
| 10 | M&L for PCC (1:4:8) type D-2 (using 40mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and directed. |
| 11 | M&L for brick work with kiln burnt bricks (old size) built in CM (1:4) using sub class \"B\" bricks straight or curved on plan exceeding 6 meter mean radius complete all as specified and directed. |
| 12 | M&L for rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar (1:4) mixed finished even and smooth without using extra cement complete all as specified and directed |
| 13 | M&L for PCC (1:2:4) type B-1(using 20mm graded stone aggregate) as in kerbs, benching, mud stops rounder or chamfered on edges ect for fixing rungs and coping including necessary use & waste of form work complete all as specified and directed . |
| 14 | M&L for precast cement concrete 1:2:4 type B-1, (using 20mm graded stone aggregate) as in covers slab for manholes etccomplete all as specified and directed. (Note : Reinforcement shall be measured and paid seperately) |
| 15 | M&L for mild steel TMT bar 10 mm dia and over, cut to length, bent to shape required, including cranking, bending of required shape & sizeas directed fixing as rungs ect spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia, or securing with clips complete all as specified and directed. |
| 16 | M&L for mild steel TMT bar 6 to 8 mm dia and over, cut to length, bent to shape required, including cranking, bendingof required shape & sizeas directed fixing as rungs ectspirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia, or securing with clips complete all as specified and directed. |
| 17 | M&L for PVC(SWR) pipes double socketed, in any length for 110mm dia with rubber ring joints, laid in trenches complete all as specified and directed. |
| 18 | S&F 110mm bore PVC (SWR)pipes, single socketedin any length with rubber ring jointsfixed to wallswith necessary clamp complete all as specified anddirected. |
| 19 | S&F PVC (SWR) Gully trap 125/100 mm dia setting &jointing to waste pipe fixed with solvant cementcomplete all as specified and directed. |
| 20 | S&F110 mm diabore PVC (SWR) bends any radius complete all as specified and directed. |
| 21 | S&F110 mm diabore PVC (SWR) bends with access door any radius complete all as specified and directed. |
| 22 | S&F110 mm diabore PVC (SWR) junction single \"T\" equal or unequal complete all as specified and directed. |
| 23 | S&F110 mm diabore PVC (SWR) junction single \"T\" equal or unequal with access door complete all as specified and directed. |
| 24 | S&F PVC (SWR) 110 mm borevent cowel complete all as specified and directed. |
| 25 | S&F75mm bore PVC (SWR)pipes, single socketedin any length with rubber ring jointsfixed to wallswith necessary clamp complete all as specified anddirected. |
| 26 | M&L for PVC(SWR) pipes double socketed, in any length for 75mm dia with rubber ring joints, laid in trenches complete all as specified and directed. |
| 27 | M&L cutting into existing manholes for connecting new drains of 150 mm internal dia of pipe, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 (using 20mm graded stone aggregate) smooth finished, and reforming benching as required complete all as specified anddirected. |
| 28 | M&L cutting into existing manholes for connecting new drains of 225 mm internal dia of pipe, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 (using 20mm graded stone aggregate) smooth finished, and reforming benching as required complete all as specified anddirected. |
| 29 | Construction of Septic tanks including excavation, in any type of soil, foundation In PCC 1:2:4 type B-2, (using 40mm graded stone aggregate) brick work in CM 1:4, RCC M20 (Nominal Mixed) (with and including reinforcement), Slab covers including RCC precast manhole cover having 6mm plate embedded all around/fibre reinforced cover with angle iron frame Vent pipe shaft and sludge chambers etc complete for100 users complete all as specified and directed shown in drawing No. CEBZ/TD/76/2011Sheet 1/4 to 4/4. |
| 30 | Construction of Septic tanks including excavation, in any type of soil, foundation In PCC 1:2:4 type B-2, (using 40mm graded stone aggregate) brick work in CM 1:4, RCC M20 (Nominal Mixed) (with and including reinforcement), Slab covers including RCC precast manhole cover having 6mm plate embedded all around/fibre reinforced cover with angle iron frame Vent pipe shaft and sludge chambers etc complete for25 users complete all as specified and directed shown in drawing No. CEBZ/TD/76/2011Sheet 1/4 to 4/4. |
| 31 | Construction of Soakage wells including excavation in any type of soil, foundation in PCC 1:3:6 type C-2 (using 40mm graded stone aggregate)wells of honey combed and solid in M-25(Nominal Mixed)Concrete type C2, including intercepting chamber, screen chamber Brick work in CM, RCC cover slab in M-20/ Brick Masonry/ filling with brick bats, complete of size 2.4 m in dia and 4.50m in deep (effective depth) all as specified and shown in drawing No.CEBZ/TD/78/2011 Sheet 1/2 & 2/2. |
| 32 | Construction of Soakage wells including excavation in any type of soil, foundation in PCC 1:3:6 type C-2 (using 40mm graded stone aggregate)wells of honey combed and solid in M-25(Nominal Mixed)Concrete type C2, including intercepting chamber, screen chamber Brick work in CM, RCC cover slab in M-20/ Brick Masonry/ filling with brick bats, complete of size 1.8 m in dia and 4.50m in deep (effective depth) complete all as specified and directed. shown in drawing No.CEBZ/TD/78/2011 Sheet 1/2 & 2/2. |
| 33 | Removing excavated materialn exc. 50m and depositing where directed at alevel n exc 1.5mabove the starting point complete all as specified and directed. |
| 34 | M & L for cement concrete, type B-1 1:2:4 (using 20 mm graded stone aggregate) for post Hole, Kerb, coping etc complete all as specified and as directed. |
| 35 | Material and Labour, for pre-painted, galvalume aluminium zinc coating GI based profiled steel sheet, 0.50 mm thick of any colour, having tensile strength of 550 Mpa AZ-150, as in roof covering/cladding to wall, fixed with self tapping screws, complete all as specified and directed. |
| 36 | M&L Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts; posts and struts in fencing/sheds including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed. |
| 37 | M&L Rolled sections of Fe -410-W (Gde-E-250) Quality A as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates complete all as specified and as directed. |
| 38 | M&L Plates of Fe -410-W (Gde-E-250) Quality A (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes,with riveted, bolted or welded attachment complete all as specified and as directed. |
| 39 | Cutting holes in brick walls (exc half brick but n. exc one brick) in cement mortar for inserting Rafter in wall / column and making good dismantled portion in cement mortar 1:3 or cement concrete 1:2:4 Type B-1 (using 20mm graded stone aggregate) as required complete all as specified and directed. |
| 40 | Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises complete all as specified and directed. |
| 41 | M&L for screed bed or bedding layer of mortar 15 mm thick in cement mortar 1:6 for laying floor finishescomplete all as specified and directed |
| 42 | M&L for heavy duty pavementceramic tile size n. exc 0.36 sqm and 10 mm thick set and jointed in neat cement slurry and pointed in coloured cement to match laid over complete all as specified and directed. |
| 43 | M&L preparation or new steel and iron surfaces of any description and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed. |
