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| 1 | Demolition of cement concrete un reinforced in ground floor and paving n exc 15cm thick (below or above ground level) complete all as specified and directed. |
| 2 | M&L for PCC 1:4:8 type D2 using 40mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and directed. |
| 3 | M&L for PCC 1:3:6 type C-1 using 20 mm graded stone aggregate as in surface channels and drains complete all as specified and directed. |
| 4 | M&L for PCC 1:2:4 type B-1 using 20 mm graded stone aggregate as in lintels upto 1.5 m clear span, coping, benching, bed block, lintel band, plinth courses etc and similar work including weathering,slightly rounded or chamfered angles and throating including necessary form work complete all as specified and directed. |
| 5 | M/L hard core gauge n.exc 63 mm deposited spread & levelled in layars n exc 15 cm thick watered & rammed in a true surface using broken stone or boulder . |
| 6 | Demolition of brick work or stone/boulder masonry built in cement mortar including all quoins, arches, pillars etc complete all as specified and directed. |
| 7 | M&L old size Brick work using fly ash bricks straight or curved on plan exc 6m mean radius built in CM 1:6 complete all as specified and directed. |
| 8 | M&L for rendering 15mm thick in CM 1:4 on fair faces of brick work or concrete surface of wall and to be finished even and smooth with out using extra cement complete with water proofing compound @ 3% by wt. of cement all as specified and directed |
| 9 | Supply only integral water proofing compound all as specified and directed. |
| 10 | Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for and removal of rubbish from site complete all as specified and directed |
| 11 | M&L for Precast cement concrete 1:2:4 type B1 using 20 mm graded stone aggregate as in landings, cover slab (for manholes etc) and similar work including necessary form work and set in CM 1:4 complete all as specified and directed. |
| 12 | M&L TMT bar 10 mm dia and over cut to length bent to shape required including cranking, bending spirally for hoping for columns hooking ends and binding with & including Mild Steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. |
| 13 | Taking down of eaves gutters and rain water pipes of any size or pattern including all fittings etc complete all as specified and directed. |
| 14 | M&L for PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors of 110 mm bore of pipe etc complete all as specified and directed. |
| 15 | S&F PVC (SWR) bends any radius of 110 mm bore with out access door complete all as specified and directed. |
| 16 | S&F PVC (SWR) Junction single, (single T) equal or unequal of 110 mm bore complete all as specified and directed. |
| 17 | S&F in repair RCC NP3 pipe laid and joineted ,with coollar 200 mm dia complete all as specified and directed. In drain work |
| 18 | Demolition and breaking up drain pipe (salt glazed ware, AC or reinforced concrete ) set in cement mortor for 200 mm internal dia of pipe complete all as specified and directed. |
| 19 | Demolition and breaking up drain pipe (salt glazed ware, AC or reinforced concrete ) set in cement mortor for 300 mm internal dia of pipe complete all as specified and directed. |
| 20 | S & F ultra plus PE, DWC ( Double Wall corrugated ) pipes confirming IS-16098 Part - 2 : 2013 pertaining structured wall plastics pining system for Non - pressure drainage and sewerage 200 mm bore pipe and fittings with non smooth surface, type B complete all as specified and directed. |
| 21 | S & F ultra plus PE, DWC ( Double Wall corrugated ) pipes confirming IS-16098 Part - 2 : 2013 pertaining structured wall plastics pining system for Non - pressure drainage and sewerage 300 mm bore pipe and fittings with non smooth surface, type B complete all as specified and directed. |
| 22 | M&L for cement concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid & tested for 300 mm bore of pipe with cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate complete all as specified and directed. |
| 23 | M&L for cement concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid & tested for 200 mm bore of pipe with cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate complete all as specified and directed. |
| 24 | M&L for removing of sludge from manholes, collection chamber, septic tank, sump, soakage well using vehicle mounted sewer suction machine (Honey sucker) or through mechanically operated jetting system including disposal of liquid/solid content in all respect and removing the sludge to distance not exceeding 500 mtrs and burried in to the ground and making to a true surface and covering with loose soil and as directed by Engr-In-Charge(The rate included excavation and filling ) |
| 25 | Excavation in trenches not exceeding 1.5m wide and depth not exc. 1.5m for foundation etc or for shafts, wells cesspits manholes pier holes etc not exceeding 10 Sqm on plan and not exceeding 1.5 m depth in soft /loose soil etc complete all as specified and directed |
| 26 | Excavation in trenches not exceeding 1.5m wide and depth exc.1.5 m but not exc. 3.0 m for foundation etc or for shafts, wells cesspits manholes pier holes etc not exceeding 10 Sqm on plan and in soft /loose soil etc complete all as specified and directed |
| 27 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm in any type of soil etc complete all as specified and directed |
| 28 | Removal of excavated materials not exc. 50 m and depositing where directed complete all as specified and directed |
| 29 | M&L Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred / stopped ends etc complete all as specified and directed. |
| 30 | M&L for Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (½ round or ¾ section) in cement concrete 1:2:4 type B-1 smooth finished ,and reforming benching as required for 225 mm internal dia of pipe complete all as specified and directed. Please Enable Macros to View BoQ information |
