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| 1 | Demolition & breaking up drain pipes (salt glazed ware, AC or reinforced concrete) set in cement mortar, internal dia of pipe 150mm complete all as specified |
| 2 | Demolition & breaking up drain pipes (salt glazed ware, AC or reinforced concrete) set in cement mortar, internal dia of pipe 200mm complete all as specified |
| 3 | Demolition & breaking up drain pipes (salt glazed ware, AC or reinforced concrete) set in cement mortar, internal dia of pipe 100mm complete all as specified |
| 4 | Demolition of cement concrete (Unreinforced) Concrete of any description and in any position not otherwise specifically provided complete all as specified |
| 5 | Taking down cement plaster any description on brick or stone wall etc including racking out joints hacking for key scrubbing down with water etc complete all as specified |
| 6 | Demolition of brickwork or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified. |
| 7 | Demolition of reinforced cement concrete of any description and in any position such as precast manhole cover or cover slabs of septic tank etc (reinforcement cut as required to facilitate demolition) complete all as specified |
| 8 | M&L for precast RCC nominal mix (1: 1.5 :3) type A-1 (using 20mm graded crushed stone aggregate) as in manhole covers including necessary formwork set in cement mortar 1:4 complete all as specified |
| 9 | S&F 200mm bore reinforced concrete pipes, class NP2, laid and jointed complete with collars all as specified and directed. |
| 10 | S&F 150mm bore Salt-glazed stoneware drain pipes laid in trenches and jointed as specified and as directed. |
| 11 | S&F PVC (SWR) (Bore of pipe 110mm) pipes single socketed, in any length with rubber ring joints fixed to walls with necessary clamps, bolts etc complete all as specified |
| 12 | Supply and fixing of salt glazed stone ware drain pipes, grade ‘A’ placed in position in old sewer line , 100 mm dia (Internal) of sewer pipe lines complete all as specified. |
| 13 | S&F PVC (SWR) bends (110 mm dia) any radius fixed to PVC Pipes/Steel Gutters etc complete all as specified (Bore of pipe 110mm) |
| 14 | S&F PVC (SWR) 110 mm dia barnch piece (single T/Y)equal or unequal with access door complete all as specified |
| 15 | Excavation 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 sqm on plan and n exc1.5 m in depth and getting out in soft/loose soil complete all as specified |
| 16 | Ditto all as per item No 15 described here-in-before but beyond 1.5m or part thereof in depth beyond the first 1.50m |
| 17 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm thick in soil complete all as specified |
| 18 | Removing excavated material (soil) exc. 1.00 KM but n exc. 1.50 KM and depositing where directed |
| 19 | M&L for mild steel TMT bars 6 to 8mm dia, 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 complete all as specified |
| 20 | M&L for mild steel round bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding wih and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips conforming to Fe-410-W (Gde.E-250) quality-A or Fe 290 (Gde -E-165) complete all as specified |
| 21 | M&L for PCC (1:3:6) type C2 (using 40mm graded crushed stone aggregate) as in foundations, filling and mass concrete complete all as specified |
| 22 | M&L for PCC (1:3:6) type C0 (using 12.50mm graded crushed stone aggregate) as in coping/benching for man holes complete all as specified |
| 23 | M&L for 15 mm thick plastering in cement mortar (1:3) on fair faces of brick or concrete surface finished fair and even without using extra cement complete all as specified |
| 24 | M&L for 20mm thick rendering in cement mortar (1:4) on fair faces of brick or concrete surface finished fair and even without using extra cement complete all as specified |
| 25 | M&L for preparation of newly wall plastered surfaces and applying three coats of white wash on wall as specified |
| 26 | M&L for PCC (1:3:6) type C-2 (using 40mm graded crushed stone aggregate) concrete bed to drain pipes including packing under & haunching against the sides of pipes after they are laid & tested dia of pipe 200mm complete all as specified. |
| 27 | M&L for PCC (1:3:6) type C-2 (using 40mm graded crushed stone aggregate) concrete bed to drain pipes including packing under & haunching against the sides of pipes after they are laid & tested dia of pipe 150mm complete all as specified. |
| 28 | M&L for PCC (1:3:6) type C-2 (using 40mm graded crushed stone aggregate) concrete bed to drain pipes including packing under & haunching against the sides of pipes after they are laid & tested dia of pipe 100mm complete all as specified. |
| 29 | M&L for 75 mm thick PCC (1:3:6) type C-2 (using 40 mm graded crushed stone agg) as in plinth protection path/hardstanding finished cement concrete surfaces fair and even complete all as specified |
| 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 (1/2 round or 3/4 section) in cement concrete (1:2:4) type B-l smooth finished, and reforming benching as required, internal dia of pipe 150mm complete all as specified |
| 31 | M&L for brickwork with burnt fly ash old size bricks, straight or curved on plan exc 6m mean radius, built in cement mortar (1:4) complete all as specified |
| 32 | S&F in reapir for Salt Glazed stone ware gulley trape, sqaure or round mouthed type 150x100mm complete all as specified |
| 33 | S&F Framed work such as grills,gratings, etc with ends of bars shouldered and/or riveted,or forged into spikes; framedguard bars; barred iron doors/gate, ladders; framed balusters; walkways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as specified. |
| 34 | M&L for preparation of new steel surfaces exc 10cm width or girth and apply two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified. |
| 35 | M&L for providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand, complete all as specified. |
| 36 | M&L for 75 mm thick cement concrete type (1:4:8) D-2 (using 40mm graded crushed stone aggregate) as in sub base finished even and fair |
| 37 | M&L for hard core of gauge not exc. 63 mm, deposited, spread and leveled in layers not exc. 15 cm thick, watered and rammed to a true surface using broken stone or boulders complete all as specified and directed. |
| 38 | M&L for coated pre polished coloured chequered cement concrete tiles made with grey cement and pig-ments of size 30 cm x 30 cm x 25 mm thick, set, jointed and pointed in neat cement slurry over in pavement / footpath / floors over incl 15 mm thick screed bed or bedding layer in CM (1:6) complete all as specified and as directed. |
| 39 | Demolition of cement concrete (Unreinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and removal off the site. |
| 40 | Cleaning of blocked sewage line 150mm bore by rodding with using sectional sewer rod / flexible sewer rod /steel rod or split bamboo stick throughly from both sides between adjacent manholes / inspection chamber to manholes of any depth and size including well flushing with water till clear flow of sewage line is observed including taking out sludge & other foreign particles from manhole & pipe lines and buried in earth pits and spreading of bleaching powder @ 1kg/sqm over the sludge before filling of earth in layer of 30 cm complete all as specified |
| 41 | Cleaning of blocked sewage line 200 mm bore by rodding with using sectional sewer rod / flexible sewer rod /steel rod or split bamboo stick throughly from both sides between adjacent manholes / inspection chamber to manholes of any depth and size including well flushing with water till clear flow of sewage line is observed including taking out sludge & other foreign particles from manhole & pipe lines and buried in earth pits and spreading of bleaching powder @ 1kg/sqm over the sludge before filling of earth in layer of 30 cm complete all as specified |
| 42 | All as per ser item No 41.00 above but sewage line of 100/110mm bore.Notes : for BOQ item No 40 to 42(i) Length of manhole to manholes shall be measured in these item.(ii) Cleaning of sewage line to be started from down stream side, in this operation some pipe line will be cleaned automatically and need not to be cleaned by rodding and the same shall not be measured for payment.(iii) The unit rate of the item shall be deemed to include the removal of sludge / waste water accumulated in manhole / inspection chamber due to cleaning of drain by rodding. (iv) Water required for cleaning the sewage line are the responsibility of the contractor and no extra payment will be made in this regard.(v) Cost of bleaching powder and lime deem to be included in unit rate. Please Enable Macros to View BoQ information |
