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| 1 | Supply, Installation, Testing and Commissioning of Grease separator made of polyethylene as per DIN EN 1825, provn, Stability of 50 years for below ground installation overall dia of 1320mm With ventilation provision emptying via suction line DN 65 PN 10 counter fange with fire hose quick coupling 75B and 2½ black cap and satisfy reaction to fire, Class A\" with buoyancy safety, Standard odour tight top cover of 600 mm dia. clear opening frame made of concrete materials and cover made oc cast iron, load Class A15 according to EN 124, complete all as specified and directed by Engineer in Charge. (1) Inlet and outlet dia: DN 150 (2) Make: ACO: Model : Lipumax PD (3) Nominal size : NS 10 (4) Grease Storage : 415L Sludge Storage : 1005L, Overall capacity : 2170L (5) Size : Dia 1320mm x Height 2599 mm (6) Weight of Grease Separator: 128 /kg (Empty) (7) Weight of top A15 cover : 142 Kg |
| 2 | Supply of Grease separator made of polyethylene as per DIN EN 1825 proven stability of 50 years for below ground installation overll dia of 1320 mm with ventilation provision, emptying via suction line DN 65 PN 10 counter fiange with fire hose quick coupling 75B and 2½ blank cap and satisfy reaction to fire Class A Standard odour tight top cover of 600 mm dia, clear opening, frame made of concrete material and cover made of cast iron, with raising tube, load class A15 according to EN 124, complete all as specified and directed by Engineer in Charge. (1) Inlet and outlet dia: DN 100 (2) Make: ACO: Model: LipumaxPD(3) Nominal Size : NS 4 (4) Grease Storage :270L Sludge Storage 460L overall capacity :930L(5) Art No : 3204.81.00 + 3300.14.01 |
| 3 | Supply of Grease separator made of polyethylene as per DIIN EN 1825, proven stability of 50 years for below ground installation overa dia of 1320 mm with ventilation provision, emptying via suction line DN 65 PN 10 counter flange with fre hose quick coupling 75B and 2½\" blank cap and satisfy reaction to fire Class A Standard odour tight top cover of 600 mm dia, clear opening. frame made of concrete material and cover made of cast iron, with raising tube, load class B125 according to EN 124, complete all as specified and directed by Engineer in Charge. (1) Inlet and outlet dia DN 100 (2) Nominal Size: NS 2 (3) Grease Storage 270L, Sludge Trap : 245L, overall capacity : 720L(4) Art No : 3202.81.00 + 3300.15.01 |
| 4 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15 cm deep and exiting soft/loose soil, complete all as specified and directed by Engineer in Charge. |
| 5 | Excavation over areas, not exceeding 1.5 m deep and getting out in soft loose soil, complete all as specified and directed by Engineer in Charge. |
| 6 | Excavation over areas, not exceeding 1.5 m deep and not exceeding 3.0 m deep and getting out in soft loose soil, complete all as specified and directed by Engineer in Charge. |
| 7 | M&L for Plain Cement Concrete, 1:4:8 Type D-2 (using 40 mm graded stone aggregate) in foundation, filling and mass-concrete, complete all as specified and directed by Engineer in Charge. |
| 8 | Cutting into existing manholes for connecting new drains 150mm dia, making good to pipe & rendering cutting out existing benching for & formingbranch channels (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished & reforming benching as required, complete all as specified and directed by Engineer in Charge. |
| 9 | Excavation of trenches, n exc 1.5m wide and n exc 1.5m depth; for foundations etc or for shafts, wells, cesspits, manholes, pier holes etc. n exe 10sqm on plan and n exc 1.5m in depth and getting out in soft/loose soil, complete all as specified and directed by Engineer in Charge. |
| 10 | Removal of excavated material exc. 250m but n exc.500 m, complete all as specified and directed by Engineer in Charge. |
| 11 | Returning and filling in layers n exc. 25 cm including watering and well running, complete all as specified and directed by Engineer in Charge. |
| 12 | M&L Concrete bed to 150 mm dia drain pipes including packing under & haunching against the sides of the pipes after they are laid & tested in PCC (1:4:8), complete all as specified and directed by Engineer in Charge. |
| 13 | M&L for Salt-glazed stoneware drain pipes laid in trenches and jointed as specified dia of pipes 150 mm, complete all as specified and directed by Engineer in Charge. |
| 14 | M&L for Brick work with Sub-Class \"B\" bricks, straight or curved on plan exc 6m mean radius, built in CM (1:4), complete all as specified and directed by Engineer in Charge. |
| 15 | M&L for Plain Cement Concrete 1:3:6, type C2 (using40 mm graded stone aggregate) in Surface channels and drains in, complete all as specified and directed by Engineer in Charge. |
| 16 | M&L for forming fair finished drain or Channels 30cm inner girth in cement concrete using extra cement including forms, moulds mitred/stopped ends etc, complete all as specified and directed by Engineer in Charge. |
| 17 | M&L Rendering 15mmthick on brick/stone masonry surface or surface other than fair face of brick work in CM (1:4) mixed with water proofing compound 3% by weight of cement, finished even and smooth without using extra cement (water proofing compound shall be measured and paid separately, complete all as specified and directed by Engineer in Charge. |
| 18 | M&L Rendering 10mm thick (1:4) on fair faces of brick work or concrete surfaces, complete all as specified and directed by Engineer in Charge. |
| 19 | Supplying only integral waterproofing compound, complete all as specified and directed by Engineer in Charge. |
| 20 | M&L Precast cement concrete 1:2:4 type B1 (using 20mm graded stone aggregate) in set in CM (1:4) in cover slabs (for manholes etc) (Reinforcement shall be measured and paid for separately, complete all as specified and directed by Engineer in Charge. |
| 21 | M&L for Mild steel TMT bars 10 mm dia and over cut to length, bent to shape required, including cranking, bending etc, and binding with mild steel wire (annealed)not less than 0.9 mm dia or securing with clips, complete all as specified and directed by Engineer in Charge. |
| 22 | Demolition of cement concrete of any description and in any position not otherwise specifically provided, complete all as specified and directed by Engineer in Charge. |
| 23 | M&L for Mild steel work such as grill grating etc. and similarwork conforming to Fe-410-0 or Fe-410-0, complete all as specified and directed by Engineer in Charge. |
| 24 | M&L For preparation of newly plastered surfaces of wall and applying three coat of white wash, complete all as specified and directed by Engineer in Charge. |
| 25 | S&F 110 mm bore PVC (SWR) pipes, with single socketed in any length with rubber ring joints fixed to wall and making good the mouth of rain water pipe, complete all as specified and directed by Engineer in Charge. |
| 26 | S&F 110 mm bore PVC (SWR) bends to any radius, fixed with solvent cement in any position as per site requirement, complete all as specified and directed by Engineer in Charge. |
| 27 | S&F 75 mm bore PVC (SWR) pipes, with single socketed in any length with rubber ring joints fixed to wall and making good the mouth of rain water pipe, complete all as specified and directed by Engineer in Charge. |
| 28 | S&F 75 mm bore PVC (SWR) bends to any radius, fixed with solvent cement in any position as per site requirement complete all as specified. |
| 29 | S&F 110 mm bore PVC (SWR) junction single, (single T)equal or unequal fixed with solvent cement in any position as per site requirement, complete all as specified and directed by Engineer in Charge. |
| 30 | S&F 75 mm bore PVC (SWR) junction single, (single T)equal or unequal fixed with solvent cement in any position as per site requirement, complete all as specified and directed by Engineer in Charge. |
| 31 | M&L for preparation of new surfaces of steel and applying two coat of synthetic enamel paint over a coat of red oxide primer, complete all as specified and directed by Engineer in Charge. |
| 32 | M&L for Hard-core of gauge not exc. 63mm deposited spread and levelled in layers not exc 15cm thick, watered and rammed to a true surface using broken stone or boulders, complete all as specified and directed by Engineer in Charge. |
| 33 | M&L for 75mm thick plain cement concrete 1:4:8 type D2 (using 40mm graded stone aggregate) as in sub base to paving, complete all as specified and directed by Engineer in Charge. |
| 34 | M&L for 100mm thick plain cement concrete 1:4:8 type D2 (using 40mm graded stone aggregate) as in sub base to paving, complete all as specified and directed by Engineer in Charge. |
| 35 | M&L for Coloured Chequered cement concrete tile 20cm x 20cm x 25mm thick, set jointed and pointed in neat cement slurry in floors with grey cement and pigment, complete all as specified and directed by Engineer in Charge. |
| 36 | M&L for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80mm thickness with grey cement & pigment M-35 Grade, complete all as specified and directed by Engineer in Charge. |
| 37 | M&L for 25mm thick sand filling under floor incl watering consolidation, complete all as specified and directed by Engineer in Charge. |
