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| 1 | Demoltion of cement concrete (unreinforced) in ground floor and paving not exc 15cm thickness (below or above ground level) and removing the debris as directed. |
| 2 | Demolition of brickwork built in cement mortar including all quoins, arches, pillars, etc, complete all as directed |
| 3 | M & L for PCC 1:4:8 type D2 using 40 mm graded crushed stone aggregate as in filling, foundation and mass concrete |
| 4 | M & L for brick work with old size Fly ash bricks in CM 1:4 straight or curved on plan exc 6 m mean radius |
| 5 | M&L brickwork with fly ash bricks , straight or curved on plan to any radius in half brick thick walls built in CM 1:4 |
| 6 | Taking down cement plaster on brick wall including raking out joint hacking for key scrubbing down ith water etc. |
| 7 | M&L for Rendering in cm 1:4, 15 mm thick on fair faces of brick work , including finishing the surface even and smooth without using extra cement with WPC (Note: WPC shall be measured and paid seperately) |
| 8 | M& L for PCC 1:2:4 type B1 using 20mm graded aggregate as in coping and benching incl weathering slightly rounded or chamfered angles and throating as directed including form work all as directed. |
| 9 | Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mi- tred/stopped ends |
| 10 | M&L for Reinforced concrete pipes of 300mm dia bore of pipe, class NP3, laid and jointed complete with collars |
| 11 | M&L for Concrete bed to drain pipes of 300mm dia using PCC 1:3:6 Type C2 including packing under and completely surrounding pipes with concrete after they are laid and tested |
| 12 | S&F PVC (SWR) pipes single socketed 75mm bore, in any length with rubber ring joints laid in trenches or floors or in walls all as specified. |
| 13 | S&F PVC (SWR) bends 75mm bore |
| 14 | S&F PVC (SWR) bends with access door 75mm bore |
| 15 | S&F 75 mm PVC (SWR) branch piece, single (single Y) equal or unequal with acces door |
| 16 | S&F PVC (SWR) pipes single socketed 110mm bore of Class B, in any length with rubber ring joints laid in trenches or floors or in walls all as specified. |
| 17 | S&F PVC (SWR) bends 110mm bore |
| 18 | S&F PVC (SWR) bends with access door 110mm bore |
| 19 | S&F 110mm PVC (SWR) junction single (single T) equal or unequal with acces door. |
| 20 | M&L for Form work to soffit and sides of slabs supported on walls of flat rough finished surfaces of concrete |
| 21 | M&L for RCC (Nominal Mix) of Type B1 1:2:4 using 20mm graded stone aggregate as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like all as specified and as directed |
| 22 | M&L mild steel TMT bars 10 mm 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 quality conforming to Fe-410-s or Fe-410-0 |
| 23 | M&L for cutting down plants/trees of upto 10cm girth and applying ROUNDUP/GLYPOCET or equivalent (Herbal medicine) to roots of roof tops/sides, external walls of bldg chajjas, wall junctions, at junctions of rain water/CI waste water pipe junction including taking out possible quantities of roots entered in wall/slab surfaces and making good the surfaces including repairing the GI/CI/ACC/PVC pipe joints of that affected locations after applying herbal medicing making good to suit the adjoining surfaces shall be carried out using PCC (1:2:4) type 'B1' or cement mortar 1:2 with necessary scaffolding/staging etc upto a height of 7.00m from the ground level all as directed and as specified. |
| 24 | M&L for cutting down plants/trees of girth exc 10cm and n.exc 15 cm and applying ROUNDUP/GLYPOCET or equivalent (Herbal medicine) to roots of roof tops/sides, external walls of bldg chajjas, wall junctions at junctions of rain water/CI waste water pipe junction including taking out possible quantities of roots entered in wall/slab surfaces and making good the surfaces including repairing the GI/CI/ACC/PVC pipe joints of that affected locations after applying herbal medicing making good to suit the adjoining surfaces shall be carried out using PCC (1:2:4) type 'B1' or cement mortar 1:2 with necessary scaffolding/staging etc upto a height of 7.00m from the ground level all as directed and as specified. |
| 25 | Earth work in excavation by mechanical means (Hydraulic excavator)/in foundation trenches or drains (not exceeding 1.5 m in width or 10sqm on plan), including dressing of sides and ramming of bottom lift upto 1.5 m, including getting out excavated soil and disposal of surplus soil as directed with in a lead of 50 m. Hard and dense soil. |
| 26 | Returning, filling in, including spreading, levelling watering and well ramming in layers n.exc 25cm with excavated soils all as specified. |
| 27 | Supply only Liquid Water proofing compound (LWPC) |
| 28 | Demolition of reinforced cement concrete in any position and description(reinforcement to be cut as required to facilitate demolition) |
| 29 | M&L for providing precast cement concrete type B1 (1:2:4) using 20 mm graded stone aggregte, as in man hole covers and set in cement mortar 1:6. Note :- Reinforcement shall be measured and paid seperatly. |
| 30 | M&L for MS TMT bars 6mm to 8mm dia and over cut to length bent to shape required including cranking, bending spially for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia. |
| 31 | M&L for PCC 1:3:6 type C2( using 40 mm graded stone aggregate) as in beds of drain all as specified . |
| 32 | Demolition and breaking up 150 mm dia (salt glazed ware, AC or Reinforced concrete) pipe jointed in cement mortar and disposed off the premises all as directed. |
| 33 | Demolition and breaking up 200 mm dia (salt glazed ware, AC or Reinforced concrete) pipe jointed in cement mortar and disposed off the premises all as directed. |
| 34 | M&L PCC 1:3:6, type C2 (using 40mm grade stone aggregate) to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested, for 150mm bore all as specified |
| 35 | M&L PCC 1:3:6, type C2 (using 40mm grade stone aggregate) to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested, for 200mm bore all as specified |
| 36 | M&L reinforced concrete pipes 150mm bore, class NP2, laid and jointed complete with collars laid in trenches and jointed in CM 1:1 and tested as specified. |
| 37 | M&L reinforced concrete pipes 200mm bore, class NP2, laid and jointed complete with collars laid in trenches and jointed in CM 1:1 and tested as specified. |
| 38 | Removing of sewage sludge from under ground sewage sump/septic tank and cleaning of any size and deep including cleaning of side walls, alround removal of accumulated sludges, silt, mud etc, and covering the same with earth, recommissioning septic tank including site clearance around 3 metre depositing outside camp area all as directed by Engineer-in-Charge. |
| 39 | Bailing out water from septic tank of any size & deep and cleaning inlet and outlet sewer lines including taking out the sewage water and carting away it from the defence area all as directed by Engr-in-charge. Note: Item No38 & 39 Bailing sewage water to be taken out with proper tanker vehicle meant for the purpose with due care considering health hazards. |
| 40 | Cleaning of manholes of various depths as given below by bailing out fluid and removing sediments, washing manhole floors and walls with wire brush taking out the excavated sludge, and carting away the same far away from buildings/living area and deposit at low lying area/ditches and cover with fresh earth on top complete all as specified and as directed by the Engineer-in-Charge. |
| 41 | Manhole depth not exc 1.00m |
| 42 | Manhole depth exc 1.00m |
| 43 | Cleaning the existing SGSW/CI/SWR/RCC sewage pipe line by roding manually or mechanically and removing all sludge and foreign matters completely and neatly from the pipe line and making serviceable for free flow of sewage in 100mm dia of pipe all as specified and directed |
| 44 | All as per Sl. item No 43 here in before but 150 mm bore of pipe |
| 45 | All as per Sl. item No 43 here in before but 200 mm bore of pipe |
| 46 | Cleaning and removing individual blockages in IWC/EWC by manually or mechanically and removing all sludge and foreign matters completely, neatly and making serviceable for free flow all as specified and directed |
| 47 | Cleaning and removing individual blockages from nahani trap/ floor trap/ gully traps in Bath rooms/Kitchen etc. by manually and removing all sludge and foreign matters completely, neatly and making serviceable for free flow and placing the covers/ gratings in position all as specified and directed |
| 48 | Pumping out rainwater from drains, low lying areas etc by mechanically and disposing the same out side the premisses all as directed by engr-in-charge. |
| 49 | Note or Sl Item No. 38 to 48:-(a) Contractor shall detail his supervisor to office of Engr-in-Charge daily by 9.00 AM who will report to concerned JE B/R /Engineer-in-Charge to receive all complaints of entire area under this contract.(b) Contractor shall provide service providers (sweepers) as per the complaints list given alongwith all requisite tools, equipments, including safely measures for attending complaint and ensure completion report by 5.00 PM same day.(c) Please note that all the complaints relating to sewage line, sewage pump, manholes, blockages etc., shall be attended within same day (within 12 hour). In case of blockage in sewage line could not be detacted/completed same day and concerned JE / Engineer-in-Charge is satisfied to the efforts applied but the same shall be attended and all blockage must be cleared by 24 hours (next day by 5.00 PM) without fails.(d) In case any complaint pertaining to clearing of blockage in sewage line is not removed /cleared within 24 hours (next day 5.00 PM). A penalty @ Rs. 500/- per complaint shall affected from contractor payments.(e) Blockage cleared between two man holes irrespective of length in between shall be treated as one complaint. Please Enable Macros to View BoQ information |
| 50 | Note or Sl Item No. 38 to 48:-(a) Contractor shall detail his supervisor to office of Engr-in-Charge daily by 9.00 AM who will report to concerned JE B/R /Engineer-in-Charge to receive all complaints of entire area under this contract.(b) Contractor shall provide service providers (sweepers) as per the complaints list given alongwith all requisite tools, equipments, including safely measures for attending complaint and ensure completion report by 5.00 PM same day.(c) Please note that all the complaints relating to sewage line, sewage pump, manholes, blockages etc., shall be attended within same day (within 12 hour). In case of blockage in sewage line could not be detacted/completed same day and concerned JE / Engineer-in-Charge is satisfied to the efforts applied but the same shall be attended and all blockage must be cleared by 24 hours (next day by 5.00 PM) without fails.(d) In case any complaint pertaining to clearing of blockage in sewage line is not removed /cleared within 24 hours (next day 5.00 PM). A penalty @ Rs. 500/- per complaint shall affected from contractor payments.(e) Blockage cleared between two man holes irrespective of length in between shall be treated as one complaint. Please Enable Macros to View BoQ information |
