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| 1 | M&L for complete cleaning /opening of all blockage of traps of WC, Urinal, WHB and kitchen any type and any depth, removing the sludge/solid content from the trap by manual /machanical method and at any depth either by water pressure or by any other flushing or rodding and other suitable means at the discretion of the contractor at his own arrangements so as to remove the blockage and making fully functional. The complaint shall be cleared/rectified within the time frame to the complete satisfaction of Engineer–in–Charge.Note :– 1. The Complaints will be recieved from the complaint cell of AGE B/R–I Subdivision in morning on daily basis (except sunday & gazetted holidays) and resubmitted the same after rectification of complaint.2. The Manpower of contract shall be available to recieve any emergency complaints pertaining to sewage system during the full working day.3. The contractor will be laible to pay penalty of Rs. 100/– per complaint, if he fails to complete the work with in the time frame given by Engr–in–Charge. |
| 2 | Complete Cleaning /de–silting of manhole by taking out sludge in semi solid/liquid state from inside of manhole of depth n exc 1.5m and removing the sludge/foul material to a distance outside MOD land, depositing the material in excavated pit, sprinkling with bleaching powder @ 0.50 kg/Sqm and covering sludge/foul material with earth to a depth n exc 30 cm including excavation and levelling of surplus excavated soil round the pit complete all as directed. |
| 3 | Complete Cleaning/de-silting of SGSW soil/waste pipe line 100 /110mm mm dia of any description by rodding with bamboo split or iron rod and rope throughout the length of pipe in any location inaccessible for jetting through sewer suction machine and having pipe clean for easy flow of water/sludge in pipe line upto soak well /septic tank and removing the sludge /foul material to a distance outside MOD land, depositing the material in excavated pit, including excavation and levelling of surplus excavated soil round the pit complete all as directed. |
| 4 | All as per item No.–3 here–in–before but of size 150 mm dia. |
| 5 | Demolition of reinforced cement concrete as in cover slabs of manhole or septic tank, soak pit and walls, basement walls and in foundation all as specified and directed by Engineer in charge. |
| 6 | M&L type B–1, 1:2:4 (20mm graded crushed stone aggregate) providing RCC precast cement concrete as in cover slab of size 1000 x500x80 mm for man hole and similar article with plain face set in cement mortar 1:6 complete all as specified and directed. |
| 7 | M&L type B–1, 1:2:4 (20mm graded crushed stone aggregate) providing RCC precast cement concrete as in cover slab of size 450x 450 x70 mm and similar article with plain face set in cement mortar 1:6 complete all as specified and directed. |
| 8 | M&L for RCC (Nominal mix) Type B1 1:2:4 (20 mm graded aggregate) in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed. |
| 9 | M&L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work, not exceeding 200m thick (Horizontal or sloping) for flat rough finished surfaces of concrete complete all as specified and directed. |
| 10 | M&L for TMT Mild steel bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. |
| 11 | Demolition of PCC block masonry /brick work in built in cement mortar for cracked wall of manholes, septic tank, soak pit etc in foul position. |
| 12 | M&L for pre cast cement concrete 1:3:6 type C–1 (using 20 mm graded crushed stone aggregate) block masonry with solid block exc 10 cm width and setting in CM 1:4 complete all as specified and directed and directed by Engr–in–Charge. |
| 13 | Demolition of cement concrete (unreinforced)of any description & in any position not otherwise specifically provided for |
| 14 | M&L for PCC 1:4:8 type D–2 (40 mm graded crushed stone aggregate) in foundation filling and mass concrete complete all as specified and dirceted. |
| 15 | M&L for PCC 1:2:4 type B–2 (40 mm graded crushed stone aggregate) in foundation filling and mass concrete sub base complete all as specified and dirceted. |
| 16 | Providng cement concrete type B–0 1:2:4 (20 mm graded crushed stone aggregate) as in copings, kneelers, apex stone, bed plates and all other similar works including necessary form work complete all as specified and dirceted. |
| 17 | Taking down cement plaster incl raking out joints, hacking for key scrubbing down with water and removal rubbish off the premises complete all as specified and directed. |
| 18 | M&L for 15 mm thick rendering in cement mortar 1:4 on brick work/ concrete surface and finishing fair and even without using extra cement as per manufactures instructions complete all as specified & as direcetd. |
| 19 | Demolition and breaking up drain pipe (SGSW/PVC/RCC etc) of any size & description & in any position complete with all fittings complete all as specified and directed by Engineer in charge. |
| 20 | Supplying and laying of PVC pipe, 110mm dia SWR pipes including all fittings & connections complete laid in trenches or floors complete all as specified and directed. |
| 21 | M&L for 150mm bore reinforced concrete pipes, class NP2, laid and jointed complete with all connections complete all as specified and directed. |
| 22 | M&L for concrete bed to 110 mm dia drain pipes including packing under, haunching against the sides of pipes after they are laid and tested in cement concrete 1:3:6 type C–2 complete all as specified and directed. |
| 23 | M&L for cutting into existing manholes for 110mm/150 mm internal dia pipe for connecting new drains, making good to pipe and rendering, cutting out existing benching for and rorming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B–1 smooth finished, and reforming benching as required all as specified and directed by Engineer–in–charge. Note for all items mentioned here in before : It is inform that the material incorporated in this work shall be purchased by contractor before starting of work at site as per make approved by GE. At least 75% of total material will be deposited to the custody of Engineer-in-charge and will be opened at the presence of Engineer-in-charge or the rap of EIC. This aspect shall be monitored by EIC. The purchase voucher of the same shall be kept on record duly defaced. Please Enable Macros to View BoQ information |
