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| 1 | Surface dressing n exc 15 cm deep and getting out in soft/ loose soil complete all as specified and directed |
| 2 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and getting out in soft/disintegrated rock complete all as specified and directed. . |
| 3 | M&L for treating the bottom and sides of excavation at the rate of 5 litres of emulsion per square metre of surface area, complete all as specified and directed. |
| 4 | M&L for treating the backfill in contact with foundation at the rate of 7.5 litres of emulsion per sqm of vertical surface, complete all as specified and directed. (Note: Area of the substructure in contact with backfill shall be measured.) |
| 5 | M&L for treating the top surface of filled earth at the rate of 5.00 litres of emulsion per sqm of surface complete all as specified and directed. |
| 6 | M&L treating the soil along with external perimeter of building at the rate of 2.25 litres of emulsion per metre of the perimeter wall, complete all as specified and directed. |
| 7 | M&L treating the soil under plinth protection at the rate of 5.00 litres of emulsion per Sqm, complete all as specified and directed. |
| 8 | M & L for moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed to a true surface including watering complete all as specified and directed. |
| 9 | M&L for PCC 1:4:8 , type D-2, using 40mm graded crushed stoneaggregateas in foundation,filling and mass concrete commplete all as specified and directed. |
| 10 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in hard/dense soil commplete all as specified and directed. |
| 11 | Removing excavated material to a distance exc.1.50 km but n exc. 5.00km and depositing where directed outside Md land complete all as specified and directed. |
| 12 | Use and waste of formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter for flat rough finished surface complete all as specified and directed.. |
| 13 | M&L for RCC M-30 (Design mix) using 20mm graded crushed stone aggregate asin foundations, including rafts, footings, foundation beams, plinth beams, foundation for columns, etc complete all as specified and directed. |
| 14 | Use and waste of formwork to sides of pillars, posts, struts, piers,columns and stanchions for flat fair finished surface complete all as specified and directed. |
| 15 | M&L for RCC M-30 (Design mix) using 20mm graded crushed stone aggregate asin columns,pillars etccomplete all as specified and directed.. |
| 16 | Use and waste offormwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves ,plinth beam including supports, overhangs, etc. also splays between floors and beams, etccomplete all as specified and directed. |
| 17 | M&L for RCC M-30 (Design mix) using 20mm graded crushed stone aggregate asinlintels beams and roof beams etc complete all as specified and directed. |
| 18 | Useand waste offormwork to flat surfaces of chullah hoods, chajjas, troughs and similar items including edges complete all as specified and directed by Engineer-in-Charge. |
| 19 | M&L for RCC M-30 (Design Mix) using 20mm graded stone aggregate as in chajjascomplete all as specified and directed. |
| 20 | Use and waste of form work to soffits of suspended slabs such as roof slabs, n. exc. 20cm thick (horizontal or sloping for fair finished concrete surface complete all as specified and directed. |
| 21 | M&L for RCC M-30 (Design mix) using 20mm graded crushed stone aggregate asinslabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and the likeetc complete all as specified and directed. |
| 22 | S & F Mild steel TMT bars of grade Fe 500D 10mm dia and over, 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 0.9mm dia or securing with clips. |
| 23 | Ditto, as item No.22 here-in-before but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders |
| 24 | M&L for Brick work with subclass ‘B’ old size fly ash bricks, straight or curved on plan exc 6m mean radius built in cement mortar (1:6) complete all as specified and directed . |
| 25 | M&L for Brick work with subclass ‘B’ old size fly ash bricks, straight or curved on plan exc 6m mean radius in half brick thick walls in, built in cement mortar (1:4) complete all as specified and directed by Engineer-in-Charge.. |
| 26 | M & L for rendering 15 mm thick in two coats (10mm+5mm each) on other than fair faces of brick work or concrete surfaces in cement mortar 1:4,mixed with integral water proofing compoundwith weight of cement in top layer as per manufacturer\"s instructions and finished the surface even and fair without using extra cement complete all as specified and directed. (Note : WPC shall be measured and paid separately against respective item). |
| 27 | Supply only integral water proofing compound [ISI marked] of approved make. |
| 28 | M&L for10 mm thick rendering in CM 1:6 onfair face of brick workfinish the surface fair and even without using extra cement complete all as specified and directed by Engineer-in-Charge. |
| 29 | M & L for rendering 5 mm thick in Cement Mortar 1:3 on fair faces of concrete surface of ceiling surfaces finished even and smooth without using extra cement complete all as specified and as directed. |
| 30 | M&L for preparation of new platered surface of wall and applyingtwo coats of weather proof 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre, dart pick up resistant,silicon enhanced,UV resistant and PU enhanced propertyover a coat of alkali resistant primer including applying one or more coat of wall care putty to a smooth surface including making good any undulations on the surfacesincluding all necessary scaffolding,complete all as specified and directed.Note :-Painting work shall be carried out acoording to Smart Painting procedure mentioned in PS |
| 31 | M & L for preparing newly plastered surfaces of walls, etc and applying three coats of white wash complete all as specified and directed. |
| 32 | M & L for preparing newly plastered surfaces of ceiling, etc and applying two coats of white wash complete all as specified and directed. |
| 33 | M & L for 25 mm average thick PCC 1:2:4, Type B-0, using 12.5mm graded aggregate as in as in Sub base for flooring/levelling course etc. finishing the top surface even and fair complete all as specified and directed. |
| 34 | M & L for 10 mm thick, screed bed as in roof in cement mortar 1:3finishing the surfaces even and smooth without using extra cement mixed with water proofing compound as per manufacturer\"s instructions complete all as specified and directed. (Note: WPC shall be measured and paid seperately) |
| 35 | Material and labour for preparation of horizontal or vertical surfaces for water proofing treatment on existing cleaned non accessible RCC roof with the following specification and manufacturings instruction complete all as specified and as directed:-(a) Preparing and cleaning of fully dry surfaces as per IS3067-1966(b) Applying bitumen primer(85/25 grade)conforming to IS:3384-1968 over the cleaned plaster surface @ 0.5 Ltr per sqm by the same membrane manufacturer of density at 25°C, 0.87 to 0.89 kg / Liter and viscosity 70-160 cps shall be applied on the prepared surface.(c) Applying a layer of APP based polymeric membrance 3.0mm thick (minimum) weight 3.6Kg per sqm (reinforced) with polyster Non woven fabric weighing not less than 160gms per sqm by torch application.The over laps shall be minimum 100mm on the transverse direction and 75 mm on longitudinal direction. (d) Applying one coat of aluminium paint @0.10 ltr per sqm over APP based polymeric membrane. |
| 36 | S & F 110mm bore PVC [SWR] pipes single socketed,pressure rating 6kg/sqcm, type-A grade , in any length with solvent cement/ rubber ring joints, fixed to walls with necessary brackets, clamps complete all as specified and as directed. |
| 37 | S & F 75mm bore PVC [SWR] pipes single socketed, pressure rating 6kg/sqcm, type-A grade, in any length with solvent cement/ rubber ring joints, fixed to walls with necessary brackets, clamps complete all as specified and as directed. |
| 38 | S & F 110mm bore PVC [SWR] pipes single socketed, pressure rating 6kg/sqcm, type-A grade, in any length with solvent cement/ rubber ring joints, laid in trenches or in floors complete all as specified and as directed. |
| 39 | S & F 75mm bore PVC [SWR] pipes single socketed, pressure rating 6kg/sqcm, type-A grade, in any length with solvent cement/ rubber ring joints, laid in trenches or in floors complete all as specified and as directed. |
| 40 | S & F 110 mm bore PVC [SWR] bends of any radius with access door including jointing with solvent cement complete all as specified and as directed. |
| 41 | S & F 110 mm bore PVC [SWR] bends of any radius including jointing with solvent cement complete all as specified and as directed. |
| 42 | S & F 75 mm bore PVC [SWR] Bends of any radius with access door including jointing with solvent cement complete all as specified and as directed. |
| 43 | S & F 75 mm bore PVC [SWR] Bends of any radius including jointing with solvent cement complete all as specified and as directed. |
| 44 | M & L for hardcore of gauge n.exc 63 mm of broken stone or boulders, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and directed. |
| 45 | M & L for 150mm thick PCC 1:2:4 type B- 2, using 40mm graded aggregate as in sub-base, floors and pavings etc with machine trowel finish, vaccum dewatering flooring complete all as specified and directed. |
| 46 | M & L for 75 mm thick,plain cement concrete1:3:6, type C-1 (using 20mm graded stone aggregate) as in plinth protection etc, finishing cement concrete surface even and smooth without using extra cement including making joints with bitumastic filing in proportion of bitumen and sand 1:2 complete all as specified and directed. |
| 47 | M & L for 100mm thick plain cement concrete 1:4:8 type D- 2 using 40mm graded aggregate as in sub-base, floors and pavings etc complete all as specified and directed. |
| 48 | M & L for 75mm average thick PCC 1:2:4, Type B-0, using 12.5mm graded aggregate as in as in Sub base for flooring/levelling course etc. finishing the top surface even and fair complete all as specified and directed. |
| 49 | M & L for Forming Construction joints 30mm deep x 10mm wide, filled with sealing compound Grade \"A\" complete all as specified and directed. |
| 50 | M & L for Precast reinforced cement concrete 1:2:4, type B-0 (using 12.5mm graded stone aggregate) louvres and jallies, 50mm thick including all mouldings and set in cement mortar 1:4 complete all as specified and directed. |
| 51 | M & L forproviding, cement concrete 1:2:4 type B-1 using 20 mm graded aggregate as in roof kerbs or mud stops, rounded or chamfered on edges and coping including nescssary formwork complete all as specified and directed |
