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| 1 | Excavating in trenches in soft/ loose soil n. exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes etc. n exc 10 sqm on plan and getting out all as directed. |
| 2 | All as per Srl item No 1 here-in-before but ex 1.5 mtr and n.exc 3 mtr. |
| 3 | Returning filling in the soil including spreading, levelling, watering and well ramming in layer n.exc 25cm thick each layer complete all as specified and directed. |
| 4 | Removing excavated soil to a distance not exc 50m away and depositing where directed at a level not exc 1.5m above the starting point complete all as specified and directed. |
| 5 | Demolition and breaking up 150 mm drain pipes (SGSW/ AC/reinforced concrete) set in cement mortar and taking out from trenches all as directed. |
| 6 | Demolition and breaking up 200 mm drain pipes (SGSW/ AC/reinforced concrete) set in cement mortar and taking out from trenches all as directed. |
| 7 | M&L for SGSWpipes 150mm bore grade \"A\" including laying pipes to level or to falls in trenches, on concrete bed and all necessary extra joints, waste and cutting complete all as specified and directed by Engineer-in-Charge. |
| 8 | M&L for RCC drain pipes NP3, 150mm bore including laying pipes to level or to falls in trenches, on concrete bed and all necessary extra joints, waste and cutting as jointed complete with collars as specified and directed. |
| 9 | M&L for RCC drain pipes NP3, 200mm bore including laying pipes to level or to falls in trenches, on concrete bed and all necessary extra joints, waste and cutting as jointed complete with collars as specified and directed. |
| 10 | M&L for 100mm PCC 1:3:6 type C2 (using 40mm graded crushed stone aggregate) as concrete bed, width of concrete bedding shall extend laterally 15 cm beyond either side of the outer dia of pipe laid to falls in trenches in any depth including packing under, and haunching against the sides ofSGSW/ reinforced concrete drain pipes NP3, 150mmbore, after the pipes have been laid and tested including any necessary shuttering and supports to concrete and for laying beds to falls complete all as specified and directed. |
| 11 | M&L for 150mm PCC 1:3:6 type C2 (using 40mm graded stone aggregate) as concrete bed, width of concrete bedding shall extend laterally 15 cm beyond either side of the outer dia of pipe laid to falls in trenches in any depth including packing under and haunching against the sides ofSGSW/ reinforced concrete drain pipes NP3, 200mmbore, after the pipes have been laid and tested including any necessary shuttering and supports to concrete and for laying beds to falls complete all as specified and directed. |
| 12 | M&L for removal of blockage between manholes to manhole lines of various sizes & at any depth for sewage by means of rodding or by any mechanised means or any other sources including removing rugs of any type, dirt etc complete all as specified and directed. |
| 13 | M&L for cleaning of blockage of WC Indian or European type by removing of all the mud/sludge and getting out including cleaning of SGSW or CI pipe upto first manhole and depositing the sludge in a pit of suitable size at a distance not exceeding 50 meters from the WC and covering the same with the soil obtained from excavation of pit including all excavation and earth work complete all as specified and directed by Engr-in-Charge |
| 14 | M&L for cleaning the blockage of bathroom/ kitchen by cleaning the nahni traps/ gulleytraps of all the mud/ sludge and getting out, washing thoroughly grating of tarp, CI waste pipes by opening the clearing eyes and depositing the sludge in a pit of suitable size at a distance not exceeding 50 meters from the gully trap and covering the same with the soil obtained from excavation of pit including all excavations and earthwork complete all as specified and directed by Engineer-in-Charge. |
| 15 | M&L for cleaning of existing sewage pipe lines 150mm/ 200 mm internal dia upto 1.50mtr including manholes by removing the manhole covers of any type/ size and cleaning by means of hydraulic jet pressure machine as required at site from manholes and well flushing with water after cleaning including getting out sludge if any and liquid materials from connecting manholes deposited in sewer line removing the solids and sludge to any distance and reinstating the manholes cover to its original position as directed by Engineer-in-Charge. (Note:- (i) Earth work shall be included in quoted rates. (ii)Cleaning of existing sewage pipe lines/manholes by suitable suction pump loaded vehicles/trailers available in the market and disposal of effluentout side the defence land.The rate for the same shall be included in the quoted rates). |
| 16 | All as per Srl item No. 15 here-in-before but exceeding 1.50m and notexceeding 3m depth. |
| 17 | Bailing out sludge from manholesof any size manually or with the help of pump as per site condition and disposal of sludge, solids foul material obtained to any distance exc 500m in low lying area, including removing and refixing manhole covers and flushing with adequate water, the depth of manhole not exc 1.0 mall as directed by Engineer-in Charge. |
| 18 | All as peritem No. 17.00here-in-befor but depth of manhole exc 1.0m and not exc 3.0m. |
| 19 | Cleaning of existing septic tank of 50 users by taking out sludge/ liquid and removal of the same outside defence land all as specified and directed. |
| 20 | All as per Srl item No. 19 here-in-before but 100 users. |
| 21 | All as per Srl item No. 19 here-in-before but 150 users. |
| 22 | Dismantling of cast iron , PVC or drain pipes, jointed in cement mortar and taking out of trenches& wall, complete all as specified and directed. |
| 23 | S&F 110mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to wall/floors upto 12m height all as specified & directed. |
| 24 | S&F 75mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to wall/floors upto 12m height all as specified & directed. |
| 25 | S&F in repair PVC(SWR) 110mm bore bends any radius complete all as specified and directed. |
| 26 | S&F in repair PVC(SWR) 75mm bore bends any radius complete all as specified and directed. |
| 27 | S&F in repair PVC (SWR) 75 mm dia junction single, (Single T) equal or unequal complete all as specified and directed. |
| 28 | S&F in repair PVC (SWR) 110 mm dia junction single, (Single T) equal or unequal complete all as specified and directed. |
| 29 | S&F in repair stack clamps for 110 mm pipe made of 20mm x 1.5mm galvanised mild steel flatand iron stays, including bolts and nuts and securing ends of stays to wall or roof complete all as specified and directed. |
| 30 | S&F in repair stack clamps for 75 mm pipe 20mm x 1.5mm galvanised mild steel flatand iron stays, including bolts and nuts and securing ends of stays to wall or roof complete all as specified and directed. |
| 31 | S&F in repair urinal waste pipe fixed complete all as specified and directed. |
| 32 | S&F in repair PVC waste pipe 32mm dia 800 to 1000 mm longfixed to waste fitting of wash basin complete all as specified and directed. |
| 33 | Demolition of brick masonry work built in cement mortar including all quions, arches, pillars etc of any description and in any position complete all as specified and directed. |
| 34 | M&L brick work with sub class \"B\" old size brick straight or curved on plan exc 6m mean radius built in cement mortar 1:4 complete all as specified and directed. |
| 35 | All as per Srl item No. 34 here-in-before but except bricks. |
| 36 | M&L for brick work with sub class \"B\" old size brick laid on edge in top band of drain bedded and jointed in CM 1:4 and pointed in CM 1:3 complete all as specified and directed. |
| 37 | M&L for PCC 1:3:6 type C-2 (using 40mm graded crushed stone aggregate) as in mass concrete foundation of manhole complete all as specified and directed. |
| 38 | M&L for 25mm thick PCC 1:2:4 type B-1 (using 20mm graded crushed stone aggregate) as in surface channel and drain including forming fair finished drain or channel in cement concrete without using extra cement including forms, moulds, mitred/ stopper ends etc complete all as specified and directed. |
| 39 | Taking down cement plaster, any description on brick or concrete surface or stone walls etc including raking outjoint, hacking for key, scrubbing down with water etc removing the rubbish off the premises complete all as specified and directed. |
| 40 | M&L for rendering 15mm thick ready mix mortar of any size of approved makes on brick or concrete surface of walls, finished surface even and fairwith WPC upto height 12 mtr including taking down cement plaster of any description complete all as specified and directed. |
| 41 | M&L for flush pointing to brick walls or bricks on edge with CM 1:3 including raking out existing joints/ flush pointing with cleaning the surfaces complete all as specified and directed. |
| 42 | M&L for prepration of newly plastered/un plastered surfaces of wall and applying two coats of white wash complete all as specified and directed. |
| 43 | M&L for prepration of new plastered surface and applying two coats of cement base paint on wall complete all as specified and directed. |
| 44 | M&L forpreparation of old plastered surface of walls rubbing down, making good holes, cracks etc and stopping etc on existing surfaces and applying one coat of cement base paint on wall complete all as specified and directed. |
| 45 | Demolition of RCC n.exc 15cm thickness of any description and in any position not otherwise specically provided (reinfocement cut as required to facilitate demolition) and removing the demolished material to low lying areas complete all as specified and directed. |
| 46 | M&L for pre cast RCC 1:2:4 type B-1 (using 20mm graded crushed stone aggregate) as in cover slab for manhole and similar work etc complete all as specified and directed. |
| 47 | M&L for TMT bars 6 to 8mm dia and over cut to length bent to shape required including crancking spirally for hooking ends and binding with and including MS wire annealed n.less than 0.9mm dia complete all as specified. |
| 48 | M&L for PCC 1:2:4 type B-1 (using 20mm graded crushed stone aggregate) as incoping, kerbs or mud stops, rounded or chamfered on edges complete all as specified and directed. |
| 49 | Demolition of cement concrete in ground floors and pavings n exc 15 cm thickness(below or above ground level) manholes, drains, kerb, coping, plinth protection etc complete all as specified and directed. |
| 50 | M&L for 75mm thick cement concrete (1:3:6) type B-1 (using 20mm graded crushed stone aggregate) as in plinth protection finishing the surface even and fair without using extra cementcomplete all as specified and directed. |
| 51 | M&L for PCC 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) as in sub base under floor ( to raise level only) complete all as specified and directed. |
| 52 | M&L for glossy finish coloured chequered cement concrete tiles with grey cement and pigment 30cm x 30cm x 25mm thick, set, jointed and pointed in neat cement slurry including 15mm thick 1:6 CM screed bed includingdemolitionexisting tiles and screed complete all as specified and directed. |
| 53 | Dismantling existing tiles/ blocks and M&L for 60 mm thick PCC (M-35) factory made with grey cement and no pigment interlocking tiles/ paver block of shape/ size as conforming to IS 15658, joints will be filled with fine sandcomplete all as specified and as directed. |
| 54 | Sand filling under floors or in foundations including watering and consolidation complete all as specified and directed. |
| 55 | S&F 4mm sheet glass ordinary quality and glazing with oil putty in squares n.exc. 0.50 Sqm each pane and hacking out old broken glass panes of any thickness description from wooden frame or stone concrete or steel frame or brick surrounds, glazed with putty or fixed with beads and prepared to receive new glass panes complete all as specified and directed. |
| 56 | Dismantling posts or struts (RCC) any section including taking out embedded portion and making good disturbed ground, embedded in natural ground complete all as specified and directed. |
| 57 | M&L for excavating in post holes (or similar holes) in soft/loose soil each n. exc 0.5 cum getting out, returning, filling in and ramming earth of broken rubble mixed with earth around, in layers not exceeding 25 cm, watering, and removing surplus soil to a distance n.exc 50 m and making good surface complete all as specified and didrected. |
| 58 | S&F mild steel angle iron, flat iron work as in fencing post and struts including cutting tops to shape as directed drilling holes notching for wire conforming to Fe-290 Gde E-165 complete all as specified and directed. |
| 59 | M&L forPCC (1:3:6), type C-2(using 40mm graded crushed stone aggregate) as in foundation, filling amd mass concrete complete all as specified and directed |
| 60 | Supply only 3.15mm dia PVC coated galvanised steel wire chain link fencing ofsize 75mm x 75mm mesh fixed with string bolts complete all as specified and directed. |
| 61 | Supply only 3.15mm dia PVC coated chain link fencing ofsize 75mm x 75mm fixed to RCC fencing post with bolts etc including fixing of binding wire/ line wire etc complete all as specified and directed.(Note :-Supply of chain link fencing, mild steel round bars, mild steel flat, nuts, bolts and washers will be measured and paid for separately). |
| 62 | Supply only mild steel round bar 10mm dia, Fe 290, GdeE-165, cut to lengh, bend to shape as required and hooking ends for fixing to chain link fencing complete all as specified and directed |
| 63 | S&F mildsteel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other or screwed both ends, each screw end to be fitted with washers and one hexagonal or square nut,diameter of bolts 16mm, length of bolt exc 5cm not exc 10cm long complete all as specified and directed. |
| 64 | M&L for preparation of new steel surfaces of any description, over 10cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide zinc chromate primer complete all as specified and directed. |
| 65 | Dismantling fencing wire mesh any type including rods, bolts complete all as specified and directed. |
| 66 | S&F in repair for galvanised, 2 strand steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacing straining bolts,including securing and tying at crossing with and provision of galvanised mild steel wire, staples or steel pins etc complete all as specified and directed. |
| 67 | Restraining and resecuring including making good staples etc of old serviceable barbed wire in position all as specified and directed. |
| 68 | Dismantling of framed work of timber scantling 40 sqcm and over in section , in any position complete all as specified and directed. |
| 69 | S&F of rolled mild steel Gde Fe-410-WGde E-250 Quality-A roof trusses (framed), purlins crane gantries, joist, channel, steel tube, rails & fastenings & heavy brackets framing (beam, tee, angle, column, gusset plates, channel hollow square/ rectangular or flat section ) inclucing distance pieces, cleats with riveted, bolted or welded attachment etc complet all as specified and directed by Engineer-in-Charge. |
| 70 | Dismantling of asbestos cement corrugated or semi corrugated sheets complete all as specified and directed. |
| 71 | S&F Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws as specified and directed. |
| 72 | S&F Pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws as specified. |
| 73 | A Schedule of Credit for old/unserviceable demolished/ dismantled items has been catered for in the tender.The Schedule of Credit is pre-priced by MES.The final amount of the tender shall be arrived at after deducting the total amount of Rs. 43,201/- Schedule of Credit from the total amount of BoQ as per General Summary sheet catered for after Schedule of Credit. |
