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| 1 | Attending daily complaints related to Cleaning of blocked WC seat of pedestal/squattern pattern upto Ist manhole and making the drain pipe of any size full fuctional by flushing with water to entire satisfaction of engr-in charge including cleaning of 1st manhole and removing the waste material/sludge etc to a distance n. exc 300m and burning the same in pits complete all as specified and directed by Engr-in -charge. T&P for attending the job will be provided by the contractor.Note :-(i) T&P including convence to reach door to door for attending the jobs will be provided by the contractor.(ii) The complaint slip will be collected from complaint cell incharge/JE(Civ) by the contractor or auth rep in writing. (iii) Each complaint shall be attend on same day and will be resolved within 48 hours otherwise contractor shall be liable to pay a panelty of Rs. 50/- per unresolved complaint per day subject to maximum Rs.1000/- per unresolved complaint. (iv) The area/Location of of Job will be all MD and OTM accn in AOR of OD Fort Cantt. |
| 2 | Attending complaints related to Cleaning of blocked floor trap of bath room &kitchen etc upto 1st manhole including cleaning of gully/trap and removing the waste material/sludge etc ta a distance n. exec 300m and burring the same in pits complete all as specified and directed by Engr-in -charge. T&P for attending the job will be provided by the contractor.Note :-(i) T&P including convence to reach door to door for attending the jobs will be provided by the contractor.(ii) The complaint slip will be collected from complaint cell incharge/JE(Civ) by the contractor or auth rep in writing. (iii) Each complaint shall be attend on same day and will be resolved within 48 hours otherwise contractor shall be liable to pay a panelty of Rs. 50/- per unresolved complaint per day subject to maximum Rs.1000/- per unresolved complaint. (iv) The area/Location of of Job will be all MD and OTM accn in AOR of OD Fort Cantt. |
| 3 | Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and choking of sewer lines. Choking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 100 mm dia upto 300 mm complete all as specified and directed by EIC. Note :- Sewer cleaning machine will be made available by the contractor only 2 times in a month as and when needed and required by the Engineer-in-Charge. Only number of hours machine operated will be recorded in MB for payment purpose. |
| 4 | Cleaning of underground Sewer pipes of dia upto 300mm including manholes by rodding from manhole to manhole, manhole to septic tank ,flushing with water ,taking out sludge and other materials by blocking of drain pipes, carrying/ removing the same to a distance not exc 50m and bringing in pits including covering the pits with soil in layers 45 cm thick complete all specified and directed. |
| 5 | De-Sludging of Septic tank or Choked Manholes of any description with sewage pump after plugging of incoming sewage line and throwing the sewage/Sludge into designated area of Sewage treatment plant all as directed by Engineer in Charge |
| 6 | Excavation in trenches in any type of soil n exc 1.5 m wide and n exc 1.5 m in depth for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes and n exc 10 sq m on plan and getting out complete all as specified and directed. |
| 7 | Excavation in trenches exceeding 1.5m but not exceeding 3.00m deep and getting out in any type of soil complete all as specified and directed. |
| 8 | M & L PCC 1:4:8 Type D2 using 40mm graded stone aggregate in foundation ,fillings and mass concrete complete all as specified and directed. |
| 9 | Returning, filling in excavated approved soil, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm each complete all as specified and directed. |
| 10 | Removal of surplus excavated soil to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed. |
| 11 | Supplying, laying, jointing and testing in trenches DWCPE (SN 8) nominal size 100 (ID)/108 (OD) dia as per IS-16098 (Part 2) : 2013 upto a depth of 1.65m with and including all items and activities required to make sewer line functional and taking out demolition drain/sewer pipes 100mm of SGSW/PVC (Salt glazed ware, AC or Reinforced concrete) set in cement mortar from trenches complete all as specified and as directed. |
| 12 | Supplying, laying, jointing and testing in trenches DWCPE (SN 8) nominal size 163 (ID)/180 (OD) dia as per IS-16098 (Part 2) : 2013 upto a depth of 1.65m with and including all items and activities required to make sewer line functional and taking out demolition drain/sewer pipes 150mm of SGSW/PVC (Salt glazed ware, AC or Reinforced concrete) set in cement mortar from trenches complete all as specified and as directed. |
| 13 | Supplying, laying, jointing and testing in trenches DWCPE (SN 8) nominal size 175 (ID)/200 (OD) dia as per IS-16098 (Part 2) : 2013 upto a depth of 1.65m with and including all items and activities required to make sewer line functional and taking out demolition drain/sewer pipes 200mm of SGSW/PVC (Salt glazed ware, AC or Reinforced concrete) set in cement mortar from trenches complete all as specified and as directed. |
| 14 | M & L for Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. for pipes upto dia 300mm complete all as specified and directed by EIC. |
| 15 | Demolition of brickwork or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed. |
| 16 | M & L for brick work with sub class 'B' brick straight or curved on plan exc 6m mean radius built in CM 1:6 all as specified and directed . |
| 17 | Taking down cement plaster on brick or stone walls, etc., including raking out joints, hacking for key, scrubbing down with water, etc. |
| 18 | M & L 15mm thick plastering on other than fair faces of brick wall in CM (1:4) surface finished, even and fair without using extra cement complete all as specified and directed. |
| 19 | M&L for factory made pre-cast RCC (M-20) 1:2:4 type B1 (using 20mm graded stone aggregate) as in cover slab of manholes, septic tanks, etc. and set in cement mortar 1:4 including steel reinforcement 10mm dia and dismantling of existing damaged RCC covers slab complete all as specified and as directed. |
| 20 | M&L for Pre-cast RCC 1:2:4 type B1 (using 20mm graded stone aggregate) as in cover slab of manholes, septic tanks, etc. and set in cement mortar 1:4 including dismantling of damaged RCC covers slab complete all as specified and as directed.NOTE : Reinforcement will be measured and paid for separately under relevant Item(s). |
| 21 | M&L mild steel TMT bars 10 mm dia and over cut to length bent to shape required including cranking bending, spirally for hooking for hooking and binding with including mild steel annealed wire not less than 0.9 mm dia securing with clips complete all as specified and directed. |
| 22 | M & L TMT steel bars 5mm dia and over upto and including 10mm dia as in stirrups, spacers and binders |
| 23 | S&F UPVC (SWR) 110mm bore, pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors complete all as specified and as directed by EIC. |
| 24 | S&F UPVC (SWR) 110mm bore, pipes single socketed in any length with rubber ring joints fixed to walls complete all as specified and as directed by EIC. |
| 25 | S&F UPVC (SWR) 110mm bore, bends any type, any radius with access door/plain and jointing with solvent cement, complete all as specified and as directed by EIC. |
| 26 | S&F UPVC (SWR) branch piece, single (single Y) equal or unequal access door for 110mm bore pipe complete all as specified and as directed EIC. |
| 27 | S&F UPVC (SWR) 75mm bore, pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors complete all as specified and as directed EIC. |
| 28 | S&F UPVC (SWR) 75mm bore, pipes single socketed in any length with rubber ring joints fixed to walls complete all as specified and as directed EIC. |
| 29 | S&F UPVC (SWR) 75 mm bore, bends any type, any radius with access door/plain and jointing with solvent cement, complete all as specified and as directed EIC. |
| 30 | S&F UPVC (SWR) branch piece, single (single Y) equal or unequal access door for 75 mm bore pipe complete all as specified and as directed EIC. |
| 31 | S&F UPVC (SWR) vent cowl for 100 mm bore pipe complete all as specified and as directed EIC. |
| 32 | S&F UPVC (SWR) vent cowl for 75 mm bore pipe complete all as specified and as directed EIC. |
| 33 | Dismantling posts or struts (wood, steel or R.C.C.) any section, embeded in concrete including taking out embedded portion and making good disturbed ground. |
| 34 | Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed. |
| 35 | S&F for rolled mild steel Fe-290 (Grade E-165) angle or tee section as in post, cut to length and bend to shape as directed, fixed independetly without connecting plate etc, including provision of 05 to 06 Nos gaps/cuts/holes in each post for providing/laying barbed wire complete all as specified and as directed. (Note :- Supply and fix barbed wire shall be measured and paid separately) |
| 36 | M & L Round Bar 10mm dia and over cut to length bent to shape required and binding with and including MS wire within (annealed) not less than 0.9mm dia or securing with clips complete all as specified.(FE410 (Gde.E-250) quality-A orFe 290 (Gde -E-165) |
| 37 | Dismantling fencing wire mesh, any type complete all as specified and directed. |
| 38 | Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provission of binding wire complete all as specified and directed. |
| 39 | Supply only Chain link MS galvanisd fencing, any size or type complete and all as specified and directed. |
| 40 | M&L for preparation of new steel or iron surface of any description, exceeding 10cm width or girth and applying two coat of synthetic enamel paint over a coat of red oxide primer complete and all as specified and directed. |
| 41 | M&L for preparation of new steel surfaces of any description, n.exc 10cm in width or girth when unconnected with other painting or when painted in a different tint over a coat of red oxide primer complete and all as specified and directed. |
| 42 | Supply and Fixed Framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framed and hung as gates, including pintle hinges, stops, hand-made sliding bolts, etc similar work for ornamental and intricate design conforming to Fe.290.Gde-E-165 |
| 43 | Supply and fix galvanised , 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and staining and fixing to any type of standard rails, straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc complete all as specified and as directed. (Note :- Each line of wire to be measured) |
| 44 | Demolition of Concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed. |
| 45 | M&L for heavy duty out door coloured ceramic tiles exceeding 0.11 sqm but not exceeding 0.18 sqm 12 mm thick set and jointed in neat cement slurry & pointed with coloured cement to match in floor over and including 15 mm thick screed bed in cement mortar (1:4) including dismantling of exsiting tiling/pcc floor/ wall any type and removing dubries outside of Md/OTM accn complete all as specified and directed. |
| 46 | M & L for plain cement concrete 1:2:4, type B-1 (using 20 mm graded crushed stone aggregate) in levelling course for floor in open area benching etc, finished even and smooth witht out using extra cement, complete all as specified and directed. |
| 47 | M&L PCC 1:4:8 Type D2( using 40mm graded crushed stone agg) , as in fdn filling and mass concrete complete all as specified and directed. |
| 48 | M&L for Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete all specifed and as directed |
| 49 | Supplying and fixing 1st quality exterior grade glazed ceramic outdoor wall tiles, of size 300×600 mm or 300×450 mm, 8 to 10mm thick of approved make, colour and design, on compound wall surfaces, fixed in cement mortar 1:3 (20 mm average thickness) backing, including preparation of surface, hacking if required, cutting tiles to required size, raking out joints, filling joints with white cement mixed with matching pigment, curing, cleaning, scaffolding and all incidental charges complete, including disposal of debris outside the premises, complete as specified and directed by the Engineer-in-Charge. Please Enable Macros to View BoQ information |
| 50 | Supplying and fixing 1st quality exterior grade glazed ceramic outdoor wall tiles, of size 300×600 mm or 300×450 mm, 8 to 10mm thick of approved make, colour and design, on compound wall surfaces, fixed in cement mortar 1:3 (20 mm average thickness) backing, including preparation of surface, hacking if required, cutting tiles to required size, raking out joints, filling joints with white cement mixed with matching pigment, curing, cleaning, scaffolding and all incidental charges complete, including disposal of debris outside the premises, complete as specified and directed by the Engineer-in-Charge. Please Enable Macros to View BoQ information |
