| 1 | 1 | Excavation in trenches not exceeding 1.5m wide and n. exc. 1.5m in depth for foundation etc or for shafts, wells, cesspits, manholes pier holes etc not exceeding 10 sqm on plan and n. exc. 1.5m in depth in any type of soil etc complete all as specified and directed | BI01010001010000000000000515BI0100001112 | 200 | Cum |
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| 2 | 2 | Excavation in trenches n.exceeding 1.5m wide and exc 1.50m but n. exc. 3.0m in depth for foundation etc or for shafts, wells, cesspits, manholes pier holes etc not exceeding 10 sqm on plan and exc. 1.50 m in depth but n.exc 3.00 in depth in any type of soil etc complete all as specified and directed | BI01010001010000000000000515BI0100001113 | 150 | Cum |
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| 3 | 3 | Excavation in trenches not exceeding 1.50m wide and exc 3.0 m but n. exc. 4.5m in depth for foundation etc or for shafts, wells, cesspits, manholes pier holes etc not exceeding 10 sqm on plan and exc. 3.0m in depth but n.exc 4.50 m in any type of soil etc complete all as specified and directed | BI01010001010000000000000515BI0100001114 | 150 | Cum |
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| 4 | 4 | Returning, filing in, excavated soil including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick complete all as specified and directed. | BI01010001010000000000000515BI0100001115 | 350 | Cum |
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| 5 | 5 | Removal of excavated materials to a distance n. exc. 50 m and depositing where directed at a level n. exc. 1.5 m above the starting point complete all as specified and directed | BI01010001010000000000000515BI0100001117 | 150 | Cum |
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| 6 | 6 | Demolition and breaking up drain pipe (salt glazed stone ware, AC or reinforced concrete) set in cement mortor for 100 mm internal dia of pipe complete all as specified and directed. | BI01010001010000000000000515BI0100001118 | 50 | RM |
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| 7 | 7 | Demolition and breaking up drain pipe (salt glazed stone ware, AC or reinforced concrete) set in cement mortor for 150 mm internal dia of pipe complete all as specified and directed. | BI01010001010000000000000515BI0100001119 | 200 | RM |
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| 8 | 8 | Demolition and breaking up drain pipe (salt glazed stone ware, AC or reinforced concrete) set in cement mortor for 200 mm internal dia of pipe complete all as specified and directed. | BI01010001010000000000000515BI0100001120 | 70 | RM |
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| 9 | 9 | Demolition and breaking up drain pipe (salt glazed stone ware, AC or reinforced concrete) set in cement mortor for 300 mm internal dia of pipe complete all as specified and directed. | BI01010001010000000000000515BI0100001121 | 50 | RM |
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| 10 | 10 | 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. | BI01010001010000000000000515BI0100001122 | 15 | Cum |
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| 11 | 11 | 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 100 mm bore of pipe with cement concrete 1:4:8 type D-2 using 40mm graded crushed stone aggregate complete all as specified. | | 45 | RM |
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| 12 | 12 | 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 150 mm bore of pipe with cement concrete 1:4:8 type D-2 using 40mm graded crushed stone aggregate complete all as specified and directed. | | 175 | RM |
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| 13 | 13 | 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 crushed stone aggregate complete all as specified and directed. | | 70 | RM |
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| 14 | 14 | 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 crushed stone aggregate complete all as specified and directed. | | 45 | RM |
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| 15 | 15 | 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. | | 50 | RM |
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| 16 | 16 | M&L for PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to walls of 110 mm bore of pipe etc complete all as specified and directed. | | 150 | RM |
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| 17 | 17 | M&L for PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors/walls of 75 mm bore of pipe etc complete all as specified and directed | | 10 | RM |
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| 18 | 18 | S&F PVC (SWR) bends ISI marked any radius of 110 mm bore with access door complete all as specified and directed. | | 20 | Each |
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| 19 | 19 | S&F PVC (SWR) bends ISI marked any radius of 75 mm bore with access door complete all as specified and directed. | | 5 | Each |
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| 20 | 20 | S&F PVC (SWR) junction single, (single T) with acess door equal or un equal of 110 mm bore of pipe complete all as specified and directed | | 10 | Each |
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| 21 | 21 | S&F PVC (SWR) junction single, (double T) with acess door equal or un equal of 110 mm bore of pipe complete all as specified and directed | | 5 | Each |
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| 22 | 22 | S&F PVC (SWR) vent cowl of 110 mm bore of pipe complete all as specified and directed | | 5 | Each |
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| 23 | 23 | M&L for DWC HDPE pipes Class SN-8 laid in trenches of 100 mm internal diameter of pipe and jointed as specified complete all as specified and directed. | | 30 | RM |
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| 24 | 24 | M&L for DWC HDPE pipes Class SN-8 laid in trenches of 150 mm internal diameter of pipe and jointed as specified complete all as specified and directed. | | 200 | RM |
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| 25 | 25 | M&L for DWC HDPE pipes Class SN-8 laid in trenches of 200 mm internal diameter of pipe and jointed as specified complete all as specified and directed. | | 70 | RM |
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| 26 | 26 | M&L for DWC HDPE pipes Class SN-8 laid in trenches of 300 mm internal diameter of pipe and jointed as specified complete all as specified and directed. | | 50 | RM |
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| 27 | 27 | 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 of dia of pipe 100 mm to 200 mmcomplete as directed by Eng-in-Charge. | | 5 | Each |
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| 28 | 28 | 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. | | 15 | Cum |
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| 29 | 29 | Demolition of cement concrete reinforced in ground floor or floor tiles and paving n exc 15cm thick (below or above ground level) complete all as specified and directed. | BI01010001010000000000000515BI0100001123 | 3 | Cum |
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| 30 | 30 | Demolition of brick work or stone/boulder masonry built in cement mortar including all quoins, arches, pillars etc complete all as specified and directed. | BI01010001010000000000000515BI0100001124 | 30 | Cum |
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| 31 | 31 | M&L Brick work using old size bricks with sub class 'B' bricks straight or curved on plan exc 6m mean radius built in cement mortar 1:4 complete all as specified and directed. | BI01010001010000000000000515BI0100001125 | 15 | Cum |
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| 32 | 32 | M&L Brick work using old size with sub class ‘B’ bricks in one brick thick honey comb walling, built in cement mortar 1:4 complete all as specified and directed. | | 16 | Sqm |
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| 33 | 33 | M&L Brick work using old size with sub class ‘B’ bricks in half brick thick walling, built in cement mortar 1:4 complete all as specified and directed. | | 16 | Sqm |
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| 34 | 34 | All as per description of Srl item 33 above but except brick | | 15 | Cum |
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| 35 | 35 | Taking down cement plaster any description on brick or stone walls etc including raking out joints, hacking for key, scrubbing down with water complete all as specified and directed. | | 60 | Sqm |
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| 36 | 36 | M&L for rendering on fair faces of brick work or concrete surface of wall 15mm thick in CM 1:6 and to be finished even and smooth with out using extra cement complete all as specified and directed | | 250 | Sqm |
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| 37 | 37 | M&L for PCC 1:2:4, type B-1 using 20 mm graded stone aggregate as in coping, benching, bed block, lintel band, plinth courses, drains and channels etc and similar work including necessary form work complete all as specified and directed. | | 5 | Cum |
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| 38 | 38 | 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. | | 55 | RM |
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| 39 | 39 | 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 1:6 complete all as specified and directed. Note :- Reinforcement shall be measured and paid separately. | | 8 | Cum |
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| 40 | 40 | M&L for Mild Steel TMT bar 8 mm dia and over cut to length bent to shape required incl cranking, bending spirally for hooping for columns hooking ends and binding with & including Mild Steel wire (annealed) not less than 0.9mm dia complete. | | 400 | Kg |
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| 41 | 41 | M&L for RCC 1:2:4 type B-1 using 20 mm graded stone aggregate as in slab supported on wall, canopies and in shelves and similar work complete all as specified and directed. | | 4 | Cum |
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| 42 | 42 | Form work to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work not exceeding 200 mm thick (horizontal or sloping) for rough finished flat surface of concrete complete all as specified and directed | | 21 | Sqm |
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| 43 | 43 | Formwork to edges of concrete flats and similar works exc. 5 cm & not exc. 10 cm wide with rough finished surfaces etc. | | 20 | RM |
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| 44 | 44 | Taking down of eves gutter, rain water pipes of any size or pattern including all fittings etc complete all as specified and directed. | | 120 | RM |
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| 45 | 45 | S & F Vitreous China wash down water closet pan (pedestal pattern), white (excluding flushing cistern and flush pipe) complete as in repair. (Make : Hindware /)/Parryware) | | 8 | Each |
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| 46 | 46 | S&F in repair PVC flushing cistern syphonic action type, 10 liters capacity, low level white with inlet ball valve, float and handle including bracket including PVC flush pipe, 32mm dia as fixed in repairs complete all as specified and directed. (Make : Hindware/Commander/Parryware) | | 15 | Each |
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| 47 | 47 | S & F of vitreous China squatting pan, ‘Orissa’ pattern, size 580 x 440 mm white, with integral foot rests Water closet (Squatt pattern) complete including provision of lime concrete bedding as in repair. \n(Make : Hindware/Parryware) | | 6 | Each |
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| 48 | 48 | S & F Glazed ceramic coloured tiles in vertical surfaces 450 x 350 x 7mm thick set and jointed in neat cement slurry and pointed in coloured cement to match over 10 mm thick rendeing in CM 1:4 . | | 20 | Sqm |
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| 49 | 49 | M&L for non skid colourerd ceramic tiles coloured 7 to 8 mm thick area of each tile exceeding 0.11 sqm but not exc 0.18 sqm, in floors etc. set and jointed in neat cement slurry and pointed in coloured cement to match over 15 mm thick screed bed in cement mortar 1:6 complete. | | 19 | Sqm |
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| 50 | 50 | M & L for PVC (SWR) as in repair floor trap, plain with grating including jointing with solvent cement of 75 mm dia outlet | | 10 | Each |
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| 51 | 51 | M & L for PVC (SWR) as in repair multi floor trap with grating including jointing with solvent cement of 75 mm dia outlet | | 10 | Each |
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| 52 | 52 | M & L for PVC (SWR) as in repair gully trap 125/110 mm, setting and jointing with solvent cement | | 10 | Each |
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| 53 | 53 | M & L for Loose filling with aggregates of gauge 80 to 150 mm in soakage pits, soakage wells | | 5 | Cum |
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| 54 | 54 | M & L for Plastic water closet seat, black, closed pattern with flat bottom, and cover and mild steel chromium plated or aluminised hinging device complete. | | 5 | Each |
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| 55 | 55 | M & L for Chequered cement concrete tiles 20cm x 20cm x 25mm thick with grey cement and pigment over 15 mm thick screed bed in cement mortar 1:6 | | 10 | Sqm |
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| 56 | 56 | Desludging of septic Tanks including digestion pits etc manually for cleaning them thoroughly and removing muddy soil/ sludge to a distance not exc 500mtr and buried it in pits or other wise disposed off outside defence area including dewatering of effluents from septic tank, soak well etc by means of honeysuckers mechanical septic tank cleaning truck of with diesel driven in nearest drain as directed by EIC of the following size:- | | | |
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| 57 | 56.01 | (a) 50 User septic Tank | | 42 | Each |
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| 58 | 56.02 | (b) 100 User septic Tank | | 15 | Each |
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| 59 | 56.03 | (c) 150 User septic Tank | | 14 | Each |
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| 60 | 56.04 | (d) Ditto but Manholes any Depth | | 200 | Each |
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| 61 | 57 | Taking out and removal of sludge from septic tank/manholes of any size and depth and burying the sludge in pits of suitable depth and top of pit shall be covered with earth layer of 30 cm duly compacted out side the building perimeter upto a distance of 50 metres including excavation of pits, removal of surplus soil excluding dewatering of water complete all as specified and as directed. \nNote:- Dewatering of water or mud will be measured and paid separately, only sludge will be measured and paid under this item. | | 250 | Cum |
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| 62 | 58 | Mechanically pumping out sewage liquid / rainwater from septic tank/soak wells/manholes/drains of any size and depth and removal the same to distance n.exc 50 m outside of the building perimeter including using of any type of T&P required etc for dewatering of water complete all as directed. | | 1800 | Kilo litre |
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| 63 | 59 | Clearing & removal of blockage, of any type in WC, bathroom, kitchen incl floor/nahani traps, soil waste/vent pipes gully trap upto 1st manhole, in any situation by way of cleaning / desludging and removing foreign materials to a distance up to 50 metres to the entire satisfaction of Engr-in-Charge.\n | | 1340 | Each Complaint |
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| 64 | 60 | Clearing & removal of all blockage in sewage line of any dia of sewer lines, manholes of any section and any depth, in any situation by way of cleaning / desludging foreign materials as well as blockage of sewage line in between successive manholes manunally/mechanically including desludging of manhole /sewage line where required and odered by Engineer-in-charge and keeping sewer line functional, upto final drop/outlet into septic tank /central sewage system terminating in other joining zone/ area or into sewage wells complete all as specified. Note for item No 59 & 60:-\n(a) Contractor shall detail his supervisor to office of AGE B/R I 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.\n(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.\n(c) Please note that all the complaints relating to sewage line shall be attended within same day (within 12 hour). In case of blockage in sewage line could not be detected/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.\n(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. 50/- per complaint shall affected from contractor payments. | | 1443 | Each Complaint |
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| 65 | 61 | Note for item No 58 & 59:-\n(a) Contractor shall detail his supervisor to office of AGE B/R I 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.\n(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.\n(c) Please note that all the complaints relating to sewage line shall be attended within same day (within 12 hour). In case of blockage in sewage line could not be detected/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.\n(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. 50/- per complaint shall affected from contractor payments.\n | | | |
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