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| 1 | Taking down Cement Plaster of any description on Brick or Stone walls or Concrete Surfaces including Racking out Joints, hacking for Key, scrubbing down with Water,etc. complete removal of debris outside MD land. |
| 2 | Dismantling mild steel work of any description from any position and height as directed and specified. |
| 3 | Demolition of brickwork built in cement mortar or cement lime mortar including all quoins arches pillars etc complete all as specified and directed. |
| 4 | Demolition of cement concrete (un-reinforced) of any description and in any position not otherwise specified complete all as directed. |
| 5 | M& L for renderingin cement mortar (1:4), 15 mm thick finished even and smooth without using extra cement complete all as specified |
| 6 | M&L for plastering 15mm thick in CM 1:6 on internal face of wall ,finished even and smooth without using extra cement complete all as specified and directed complete. |
| 7 | M&L for brick work with modular size kiln well burnt bricks sub-class \"B\", straight or curved on plan not exc 6m mean radius, built in CM 1:6, complete all as specified and directed. |
| 8 | M&L for preparation of new plastered surfaces of wall and applying three coats of white wash complete all as specified and directed. |
| 9 | M&L for preparation of new plastered wall surfaces and applying two coat of cement base paintcomplete all as specified and directed. |
| 10 | M&L for 75 mm thick PCC 1:3:6 type C-2 (using 40 mm graded stone aggregate) as in plinth protection, surface finished even and smooth without using extra cement, laid in panels n exc 3 mtr long and joints shall be filled with the mixture of bitumen and sand in (1:3) by weight complete all as specified and directed. |
| 11 | M&L for old Plastered Surfaces and applying two Coats of cement base paint on Walls complete all as specified and as directed. |
| 12 | M&L for Preparation of Old decorated surface and applying one coat of white wash on Ceiling complete all as specified and as directed. |
| 13 | M&L for two coat of synthetic enamel paint over a coat of red oxide primer over newely untreated steel surfaces of any description, over 10cm in width or girth, not otherwise described etc complete. |
| 14 | M&L for Preparation of old surface of wall and applying twocoats ofdistemper oil bound over chalk whiting priming coat complete all as specified and as directed. |
| 15 | M & L for 100 mm thickcement concrete 1:4:8,type D2, with using 40 mm graded stone aggregate as in sub base to floors etc as specified and directed. |
| 16 | M & Lfor plain cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate, 40mm thick as in floor, coping,finish the surfaces even and smooth with using extra cement complete as specified and directed. |
| 17 | M & L for Chequered cement concrete tiles 20Cm x 20 Cm x 20mm thick over and including 15mm thickscreed bed in CM 1:6, set, jointed with grey cement and pigments and pointed in neat cement slurry in floors complete as directed and specified. |
| 18 | M & L for Running welding in repairs thickness of metal to be welded n.exc 6mm complete |
| 19 | Taking down of steel gates/doors execeeding 2 Sqm each and re-fixing in the same openingafter necessary repair complete all as specified and directed. |
| 20 | S & F in repair Mild steel work as in Hooks and Pintle hinges for steel gates inclding necessary weling, cutting holes in wall,making good with PCC 1:2:4 type B1 and two coats of painting & wall finish to match with the existing complete all as specified and directed. |
| 21 | Supply, fabriction and fixing in repair (partial repair work) mild steel framed work as in gates,grills,grating of drain, etc including MS plain black sheet,hand-made sliding bolts, etc complete with a coat of red oide primer all as specified and directed. (The MS section & thickness of plain sheet shall be matched with existing). |
| 22 | S&F Mild Steel work with hollow MStubular section square or rectangular section as rafter/purlinincluding necessary welding bolting complete with using ERW or induction butt welded tubes confirming to relevant I.S. Fe 410 -W (GdeE- 250) qualityA complete all as specified and directed |
| 23 | M & L for Pre painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tesile strength of 550 Mpa as in roof covering to wall, fixed with self tapping screws as specified |
| 24 | Providing precast cement concrete louvres and jallies, 35mm thick type B0 1:2:4 ( 12.5mm graded aggregate) set in cement mortar (1:4)(mea-sured solid), including all mouldings but excluding frame |
| 25 | S&F Reinforced concrete pipes 300 mm bore class NP2, laid and jointed complete with collars |
| 26 | Dismantling fencing wire mesh, any type etc complete. |
| 27 | Dismantling posts or struts (wood, steel or R.C.C.) any section,Posts embedded inincluding takingout embedded portion and making good disturbed ground Concrete, brick work, masonry, etc. etc complete. |
| 28 | Excavating in post holes (or similar holes) each n exc 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance n exc 50 m and making good surface etc complete. |
| 29 | M&L for Cement concrete(1:3:6) as inin foundations, filling and mass concrete using 40 mm graded stone aggregates etc complete. |
| 30 | S&F for mild steel works as Angle iron post and struts in fencing postand iron flats for securing chain link fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe 290 Gde E-165 etc complete. |
| 31 | S&F forMild 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 etc complete. |
| 32 | All as per item No31 above but 5mm dia and over upto and including 10mm dia bars as in stirrupsc |
| 33 | S&F for Mild steel Screw bolt machine made with Hexagonal or square heads at one end and screwed the otheror screw both ends; each screwed end to be fitted with washers and one hexagonal or square nut n. exc 5 cm long and dia of neck 10 mm all as specifed and directed |
| 34 | Material supply onlyfor Chain link fencingMS galvanised chin link etc complete. |
| 35 | Fixing only chain link fencing including line wire any mesh size and any type of standard rail s staining bolt etc including provision of binding wire etc complete. |
| 36 | M&L for Galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails strainging bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or stel pins, etc. as directed (each line wire to be measured) |
| 37 | Dismantling RCC jallies, louver etc of any description fixed in any position |
| 38 | M&L for brick work with modular size kiln well burnt bricks sub-class \"B\", straight or curved on plan not exc 6m mean radius, built in CM 1:6, complete all as specified and directed. |
| 39 | M&L for 75 mm thick PCC 1:3:6 type C-2 (using 40 mm graded stone aggregate) as in plinth protection, surface finished even and smooth without using extra cement, laid in panels n exc 3 mtr long and joints shall be filled with the mixture of bitumen and sand in (1:3) by weight complete all as specified and directed. |
| 40 | M&L for preparation of new plastered wall surfaces and applying two coat of cement base paintcomplete all as specified and directed. |
| 41 | M & L for Chequered cement concrete tiles 20 Cm x 20 Cm x 20 mm thick over and including 15mm thickscreed bed in CM 1:6, set, jointed with grey cement and pigments and pointed in neat cement slurry in floors complete as directed and specified. |
| 42 | M & L for Running welding in repairs thickness of metal to be welded n.exc 6mm complete |
| 43 | Demolition of cement concrete in ground floors and pavings not exc. 15 Cm thickness (below/above ground level) including floor finishes all as specified and directed |
| 44 | Dismantling floor hearth or wall tiling incl cement mortar bedding but not backing & rubbish off the premises complete all as specified and as directed by the Engineer -in - charge |
| 45 | Demolition ofstone/ boulder masonry,built in cement mortar incl all quions, arches, pillars etc. but excluding ashlar facings dressed stone work and precast concrete articles complete all as specified and directed. |
| 46 | Demolitionand breaking up 75/110/150/200/250 mmboredrain pipes, soil , waste and pipes etc (RCC/ SWG etc) of any description in trenches or floors, including connections and fittings complete all as specified and directed. |
| 47 | Demolition and breaking up of 75/110 mm bore PVC pipes & fitted on walls and laid in trenches etc complete all as specified and directed. |
| 48 | Raking out joints/ pointing to squared rubble stone masonry, coursed or uncoursed in walls built in cement mortar complete all as specified and directed. |
| 49 | Dismantling structural steel work including doors, gates complete all as specified and directed. |
| 50 | Site Clearance by cutting all bushes, shrubs,any type of vegetation etc complete all as specified and directed.and removing to distance exc 500 m but n exc 1.50 Km out side MD land complete all as specified and directed |
| 51 | Excavation in trenches in sof/loose soil n exc 1.5 M wide & n exc 1.5 M in depth as inand getting out in soft/loose soil for shafts, wells, man holes and for sewage lines and foundation etc n exc 10 Sqm on plan all as specified.complete all as specified and as directed by the Engineer-in-charge |
| 52 | Excavation in trenches n exc 1.5 M wide andexc 1.5 M deep but, n exc 3 M deep and getting out in soft/loose soil for shafts, wells, man holes and for sewage lines and foundation etc n exc 10 Sqm on plan complete all as specified and directed. |
| 53 | Returning filling in of excavated any type soil including spreading leveling watering and well ramming in layers n exc 25 cm thick all as specifiedand directed by Engineer-in-Charge. |
| 54 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 mabove the starting point complete all as specified and directed by the Engineer -in-charge. |
| 55 | M&L for PCC (1:4:8) type D-2 using 40 mm graded aggregate as in foundation filling & mass concrete complete all as specified and directed. |
| 56 | M&L for squared rubble walling, Jodhpur type brought upto courses well bonded bedded & solidly hearted built in CM (1:6) complete all as specified and directed. |
| 57 | M&L for rendering 10mm thick on stone masonry surfaces or surface other than fair face of brick workin cement mortar of (1:4) and surfaces finishes even and fair complete all as specified and directed. |
| 58 | M&L for Flush pointing to squared rubble masonry, coursed or uncoursed in CM 1:4 complete all as specified and directed |
| 59 | M&L for PCC (1:2:4) type B-1 using 20 mm graded stone aggregate as in copingfor manhole includingslightly rounded or chamfered angles and including necessary form work finishing exposed surface complete all as specified and directed. |
| 60 | M&L PCC 1:2:4 type B-1 using 20 mm graded stone aggregate in drains and surface channels and finishing complete all as specified and directed by Engineer-in-Charge. |
| 61 | Extra forforming fair finished drain or channel 30cm inner girth in cement concret, using extra cement, including forms, moulds, initred/stopped ends complete all as specified and directed. |
| 62 | Add or deduct for item -61above for each 25 mm girth or part there of over or under 30 cm complete all as specified and directed. |
| 63 | M&L for rendering 15mm thick in CM 1:4 on stone masonry surfaces of wall ,including finish even and smooth surfaces using without extra cement. complete all as specified and directed |
| 64 | M&L for rendering 15 mm thick on fair faces of brickwork or concrete surfaces in CM (1:4) , surface finished fair and even ,complete all specified and directed |
| 65 | M&L 25mm thick PCC 1:2:4 type B0(using 12.5mm graded stone aggregate) as in levelling course finished even and fair for laying floorfinishes etc all specified and directed |
| 66 | S&F Salt glazed stoneware pipegrade \"A\" laid in trenches and jointed in CM 1:1 including testing all as specified & directedfor the following bores :- |
| 67 | (a) 100 mm |
| 68 | (b) 150 mm |
| 69 | (c)200mm |
| 70 | S& F Reinforced concrete pipes class NP-2 laid and jointed complete with collars as directed by engineer in charge for the followingbores :- |
| 71 | (a) 150mm |
| 72 | (b) 200mm |
| 73 | M&L concrete bed of PCC 1:4:8 type D2 using 40 mm graded stone aggregate for drain pipes bedding & hunching against the sides complete after pipes are laid, jointed and tested complete as specified |
| 74 | (a) 100 mm |
| 75 | (b) 150mm |
| 76 | (c)200mm |
| 77 | Cutting/fillinginto existing manholes for connecting new sewage line150 mm bore (internal dia of pipe )incl making good to disturbed benching and haunching, plaster etcand forming newbranch channel ( ½ round of ¾ section) if required in cement concrete 1:2:4 type B1 andsmooth finished , reforming benching as required and as directed for internal dia for the following pipe. (Each Man hole shall be measured under this item ) |
| 78 | M&L TMT bars 6mm to 8 mm dia cut to length bent to shape required including cranking, bending, hooking ends and binding with MS wire (annealed) not less than 0.9 mm dia complete all as specified and directed. |
| 79 | M&L for precast RCC 1:2:4 type B1 as in cover slab for manhole etc with plane faces complete all as specified and directed by Engineer-in-Charge. |
| 80 | M&L for 50mm thick sand stone slab in as in manholes cover stone etc size not less than 0.60x 1.20 m ,set and pointed in CM 1:4 complete all as specified and directed. |
| 81 | S&F PVC (SWR) pipes single socketed in any length with rubber rings joints laid in trenches or in floors of the following bore inculding cutting outwall /concrete and finishing of surface to match existing surface . |
| 82 | (a) 75mm |
| 83 | (b) 110mm |
| 84 | S&F PVC (SWR) pipes single socketed in any length with rubber rings joints laid in fixed to walls including clamps of the following bore |
| 85 | (a) 75mm |
| 86 | (b) 110mm |
| 87 | S&F PVC (SWR) pipe bend with accessable door of the following bore inculding cutting outwall /concrete and finishing of surface to match existing surface . |
| 88 | (a) 75mm |
| 89 | (b) 110mm |
| 90 | S&F PVC (SWR) branch piece single (Y) equal or unequal bend with accessable doorof the following bore inculding cutting outwall /concrete and finishing of surface to match existing surface . |
| 91 | (a) 75mm |
| 92 | (b) 110mm |
| 93 | S&F PVC (SWR) junction single (single `T\") equal or unequal with accessable door of the followingbore inculding cutting outwall /concrete and finishing of surface to match existing surface . |
| 94 | (a) 75mm |
| 95 | (b) 110mm |
| 96 | S&F PVC (SWR) vent cowl 110mm bore complete all as specified and directed. |
| 97 | S&F PVC(SWR) P/S trap 110 mm bore complete all as specified and directed. |
| 98 | S&Fin repairs PVC(SWR) floor trap 75mm outlet dia plain with grating including jointing with solvent cementinculding cutting outwall /concrete and finishing of surface to match existing surface complete all as specified and directed. |
| 99 | S & F in repair ofvitreous china squatting Pan “Orissa” Pattern, of size 580mm x 440mm white with integral foot rests (excluding flushing cistern and flush pipe) including provn of cement concrete bedding complete all as specified and directed. |
| 100 | M & L for ceramic tiles of size 7 to 8mm thick (coloured) (Square/rectangular) area of each tile exc 0.11 but n exc 0.18 sqm, in floors, set & jointed in neatcement slurry and pointed in coloured cement over and including 15mm screed in CM 1:6or with chemical cement to match complete all as specified and directed. |
| 101 | Cleaning of chocked /blocked sewage lines of any description and in any position by taking out loose sediment sand ,grit, ash, sludge ,rags, fibres or vegetation fromthe following depth of sewage lineor byrodding / by mechanical means and well flushing with adequate waterincluding removal of sludge /debris to a distance exc 250 m but nex 500m and buried under groundcomplete all as as specified and as directed by Engineer-in-Charge |
| 102 | (a) 100 mm |
| 103 | (b) 150 mm |
| 104 | (c) 200 mm |
| 105 | Opening & cleaning of blockage from kitchen /bath traps or WC any pattern by rodding or manually upto Ist manhole complete all as directed and by Engineer-in-charge |
| 106 | Cleaning of manholes of depth not exc 0.60 M deep mechanically or manually by taking off sludge/any deleterious material from the existing manhole of any size and removing the sludge to a distance beyond 2.00 KM from the habitation in sealed container and depositing the same all as specified and directed by Engineer-in-Charge |
| 107 | All as per item No - 106 above but exc. 0.60 mtr and n. exc. 1.50 mtr deep. |
| 108 | All as per itemm No- 106- above but first manhole depth exc 1.50 m but n exc 3.00 mtr |
| 109 | Material & labour removing oftree grown in brick masonry,behind CI pipe, parapets, shafts etc including removing root from wall by chiseling carefully without damaging the structure and making good by brick work in CM 1: 6 including toothing, bonding and plastering in CM 1:4,byapplying chemical treatment with GLYPHOSATE 41% complete as specifiedand directedby Engineer-in- charge. |
| 110 | Taking out semi solid, liquid suspension sludge and foreign material from septic tanks/ soakage well of any description and any depth including pumping of water and removing and refixing of acessories and appliances required for safe disposal of sludge and foreign materials either by carrying the same in covered van or trolley at out side MOD land and burrying the same (semi solid/ liquid shall not be burried) in ground complete all as directed. (Note: The location at out side MOD land for disposal of foreign material obtained above shall be located by the contractor himself). |
| 111 | Cleaning/clearingofunder ground sewage lines any depth by removing any type of blockage from sewage line upto and including200mm bore/ dia byhydraulic jet pressure water pipe,of sewage cleaning system with compressure and sewage sludge pumps complete mounted on truck/vechicle , from manholes to manholes including plugging of manholes temporarily as and when required and flushing with water after cleaning including intermediate manholes. Sludge/sludge water in form of semi solid/loose state will be disposed off either by carrying the same in covered van or trolley at out side MOD land and burrying the same (semi solid/ liquid shall not be burried) including taking off manhole covers and refixing the same after cleaning. ( Note :-The operation shall be executed/carried out with any kind of sewage cleaning system mounted on truck/vehical such as sewage cleaning Mechanical Pump / compressure/ water tanketc complete by using by Municipality and cost of same shall be deemed to be included in the rate quoted by the contractor.) |
| 112 | Cleaning of WT by taking out sludge and sludge loading to the cart/ lorry & depositing out side MD land including bailing out water by manually or by any mechanical means all as specified and directed by Engr-in-Charge.Note:-(i)Rate quoted includes bailing out water from WT and removing sludge depositing out side MD land. |
| 113 | Demolition of Stone slabs and tiles of any description or thickness in floors, aprons etc.complete all as specified and directed. |
| 114 | All as per item No 113 here-in-before but except bricks and -ditto- (Re-use the old serviceable bricks obtained from item No.2 above). |
| 115 | M & L forchequered cement concrete tiles (glossy finish) 40 cm x 40 cm x 30 mm thick set ,jointed and pointed in neat cement slurry in floors with grey cement andpigmentlaid over 15 mm thick screed bed or bedding layer in CM (1:6) complete all as specified and as directed. |
