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| 1 | Demolition and breaking up drain pipes (salt glazed, stoneware, AC or reinforced concrete/PVC pipe) set in cement mortar 150 mm dia fixed in any position complete all as specified and directed. |
| 2 | Demolition and breaking up drain pipes (salt glazed, stoneware, AC or reinforced concrete/PVC pipe) set in cement mortar 100 mm/110 mm dia fixed in position complete all as specified and directed. |
| 3 | Demolition of cement concrete in ground floors and pavings n.exc 15 cm thick above or below ground level complete all as specified and directed. |
| 4 | Demolition of brick work/stone boulder masonry, built in cement mortar including all quoins, pillars, etc. but excluding ashler facing, dressed stone work and precast concrete articles complete all as specified and directed. |
| 5 | Demolition of reinforced cement concrete in ground floors and pavings n.exc 15 cm thick above or below ground level complete all as specified and directed. |
| 6 | S&F 150mm dia PVC (SWR) pipes single/double socketed in any length with rubber ring joints, laid in trenches or in floors and jointed complete all as specified and directed. |
| 7 | M&L for PCC 1:3:6type C-2 (40mm grade stone aggregate) as in bed to 150 mm dia DWCPE/SWR /PVC pipes including packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and directed. |
| 8 | S&F 110mm dia PVC (SWR) pipes single/double socketed in any length with rubber ring joints, laid in trenches or in floors and jointed complete all as specified and directed |
| 9 | M&L for PCC 1:3:6type C-2 (40mm grade stone aggregate) as in bed to 110/100 mm dia SGSW /PVC pipes including packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and directed. |
| 10 | M & L for PCC (1:2:4) type B1 (using 20mm graded stone aggregate) as in for coping, haunching and the similar work weathering slightly rounded or chamfered edges and throating including formwork complete all as specified and directed. |
| 11 | S&F 110mm dia PVC (SWR) pipes single/double socketed in any length with rubber ring joints, fixed to walls complete all as specified and directed |
| 12 | All as per item No 11 hereinbefore above but bore of pipe 75 mm dia fixed to walls complete all as specified and directed. |
| 13 | S & F PVC(SWR) bends/sockets any radius 110 mm dia complete all as specified and directed |
| 14 | All as per item No 13 hereinbefore above but bore of pipe 75 mm dia complete all as specified and directed. |
| 15 | S & F PVC(SWR) Single T Equal & unequal any radius 110 mm dia complete all as specified and directed |
| 16 | All as per item No 15 hereinbefore above but bore of pipe 75 mm dia complete all as specified and directed. |
| 17 | S & F 75mm dia PVC (SWR) vent cowl complete all specified and as directed. |
| 18 | S & F 110mm dia PVC (SWR) vent cowl complete all specified and as directed. |
| 19 | S & F 110mm dia PVC (SWR) branch piece, single (single Y equal or unequal) complete all as specified and directed. |
| 20 | S& F stack clamp,110mm bore made out of 50mm by 5 mm flat iron and 16 mm dia round stays including bolts and nuts and securing ends of stay to wall or roof complete all as specified and directed |
| 21 | M&L for brick work in cement mortar1:4 with sub class `B\" bricks in one brick thick honey comb walling complete all as specified and directed. |
| 22 | M&L for brick work in cement mortar 1:4 with sub class `B\" bricks straight or curved on plan exceeding 6m mean radius with old size bricks.as in pillars complete all as specified and directed. |
| 23 | M&L for brick work with sub class `B\" bricks straight or curved on plan to any radius in half brick thick walls built in CM 1:4 complete all as specified and directed. |
| 24 | Taking down cement plaster and raking out joints, hacking for key, scrubbing down with water built in cement mortar. |
| 25 | M & L for rendering in 15 mm thick in cement mortar 1:4, on fair faces of brick work, finished even andsmooth without using extra cement complete all as specified. |
| 26 | M&L for mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally or hooping for columns, hookingends and binding with mild steel wire (annealed) n.less than 0.9mm dia complete all as specified and directed. |
| 27 | 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 as in stirrups, spacers, binders etc and binding with and including mild steel wire (annealed) not less than 0.90mm dia or securing with clips complete all as specified and directed. |
| 28 | M & L for precast cement concrete (1:2:4) type B-1 using 20 mm stone aggregate as inmanhole cover slabs round square or rectangular in shape and set in CM 1:4 complete all as specified and directed. |
| 29 | S&F Cast iron work grade FG 150, unmachined, in brackets,gullytraps, gratings, railing, frames, manhole covers, fire and soot doors, dampers, stop valve boxes, gate stops, parts of ranges, balusters andsimilar articles Articles n exc 5 kg each complete all as specified and as directed. |
| 30 | Excavation over areas not exc. 1.50 m deep and getting out in hard/dense soil complete all as specified and directed. |
| 31 | All as per item No 30 hereinbefore above but exc 1.5 m complete all as specified and directed. |
| 32 | Excavating in trenchesnot exceeding 1.5m wide and n.exceeding 1.5m in depth; for foundation, etc not exceeding 10sqm on planandnot exceeding1.5m in depth and getting out in hard/ dense soil complete all as specifed and directed. |
| 33 | M& L Plain cement concrete (1:4:8 )Type D-2 using 40mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and directed. |
| 34 | M&L RCC (nominal mix) Type B1, 1:2:4 (using 20mm graded stone aggregate) as in slabs suported on wall complete all as specified and directed. |
| 35 | M & L form work to thesoffits and side suspended slab finish even and smooth complete all as specifed and directed. |
| 36 | M&L for loose filling with broken bricks aggregate of gauge 80 to 150mm in soakage pits, soakage wells complete all as specified and directed. |
| 37 | M&L for loose filling with broken bricks aggregate of gauge 40 to 80mm in soakage pits, soakage wells complete all as specified and directed |
| 38 | M&L for cement concrete 1:3:6 type C-2 using 20 mm graded stone aggregatre as in surface channels and drains complete all as specified and directed. |
| 39 | Extra for forming fair finished surfaces of drain or channels, inner girth 30 cms, using extra cement including forms, moulds mitred/ stopped ends etc complete all as specified and directed. |
| 40 | M & L for 75 mm thick PCC 1:3:6 type C-2, (using 40 mm graded stone aggregate) as in plinth protection/hardstanding/path finished fair and even without using extra cement and providing 10mm wide joints throughout thickness duly filled with mastic filling after every 2.5m/ turning complete all as specified and directed. |
| 41 | Carrying outmanhole covers/gully traps of any type and any depth removing the sludge/solid content from the manhole/gully trap by manual/ mechanical method and also cleaning the sewage line of any dia and at any depth either by water pressure or by any other flushing or roding and other suitable means at the discretion of the contractor at his own arrangements soas to remove the blockage and making the sewer lines and manhole/gully trap fully functional to the entire satisfaction of Engineer-in-Charge also to remove the sludge/solid contents out of defence land including covering with a layer of earth and repositioning of the RCC/CI cover slab all as directed by the Engineer-in-Charge. The complaint shall be cleared/rectified to the complete satisfaction of Engineer-in-Charge within 24 hours. |
| 42 | Desludging and Cleaning of septic tank/soakage pit of any size, type and any depth and removing the sludge/solid content from the septic tank/soakage pit by manual/ mechanical method or any other suitable means at the discretion of the contractor at his own arrangements and make the septic tank/soakage pit fully functional to the entire satisfaction of Engineer-in-Charge also to remove the sludge/solid contents out of defence land including covering with a layer of earth and repositioning of the RCC/CI cover slab all as directed. |
| 43 | Cleaning of blockage IWC, EWC, Wash Basin, gully trap, floor trap etc either by hand pump or by rodding or by any other means untill clear flow is observed all as specified and as directed. |
| 44 | Cutting into exisiting manholes for connecting new drains, making good to pipes and rendering, cutting out existing benching and forming branch channel, half round or 3/4 section in cement concrete 1:2:4 type B smooth finished and reforming benching as required, internal dia of pipe 110/150mm complete all as specified and directed |
| 45 | Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25 cm in hard/ dense soil complete all as specified and directed |
| 46 | Removing excavated material not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point,in complete all as specified and directed |
