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| 1 | Taking out/ Dewatering of sewage water/ muddy water/ sludge/ mud/ silt or any other dirty & filthy material at bottom in foul condition from the manholes of any size and any depth by using sewage pump/ mechanically or manually by using buckets/ baskets, lifting the same of any capacity & any depthfrom GL and removing the ejected/ obtained material out side the MD land including taking down precast covers and fixing of the same with CM (1:4) after cleaning without damaging complete all as specified and directed. |
| 2 | Cleaning of SWG/RCC/HDPE/PVC pipe sewage line of 75 to 200mm bore in foul condition by rodding the drain/sewage line using flexible rod/suitable device or by any other means for removing blockage from sewar line, mud, silt and any other debries obtained from sewage line with water to remove blockage and cleaning the entire rubbish, sludge etc and burrying the material obtained from sewage line/ removing the ejected/ obtained material out side the MD land including all precautionery and sefety measures etc complete all as specified and directed. |
| 3 | Removing blockage from water closet, floor or gully or Nahani Trap, traps including removal of grating and refix after cleaning with white cement, and bends without damaging by rodding thoroughly and pouring water under pressure and cleaning, clearing the drainage to efficient and smooth flow of sludge/waste water including 75mm and 110mm connecting pipe complete all as specified and directed by Engineer-in-Charge. |
| 4 | Bailing outwaste waterfrom manholes, septic tank well upto top of sludge/broken media mechanically using suction motor vehicle mounted and rermoving the same out of jalipa cantt complex including removal of sludge etc. completeall as specified and directed by Engineer -in- Charge |
| 5 | NOTE FOR SL NO. 1 to4:-(i) Contractor\"s supervisor will report on all working days along with Two safai wala at 0830 hrs at AGE B/R-I to receive complaints for blockage and to submit completion report on the same day by 1700 hrs.(ii) Printed complaint slip area wise as per format approved by Engineer-in-Charge shall be provided and maintained by contractor.(iii) Rate quoted above shall be deemed to included the cost of all type T&P, equipment, saftey device etc alongwith sufficient labour to full fill the requirement to the entire satisfaction of Engineer-in-charge.(iv) If threre is any major blockage in sewer line/septic tank/ soakage well/pit for which additional Safaiwalas and special T&P is required same shall be provided by contractor without any extra cost to Govt. therefore contractor is adviced to visit the site before quoting the rates in tender.(v) In the event he fails to attend the complaint recovery @ Rs. 1000 per day shall be effected from the amount due to the contractor. |
| 6 | Site clearance, like shrubs, vegetation, grass, weeds, trees, saplings and trees, small plants, Kikkar of stem girth n.exc 30cm measured 1m above average ground level including removing the unserviciable material like branches, leaves, grass & garbage to clear the alignment of existing sewage/drainage line to make site workable condition & making good the disturbed ground complete all as directed. |
| 7 | Excavating in trenches, 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 n exc 1.5 m in depth and getting out hard/dense soil. |
| 8 | All as per Sl item No. 6 above but exc 1.5m depth and n exc 3.0m depth and getting out hard/dense soil. |
| 9 | Returning, filling in including spreading, levelling, watering & well ramming in layers n.exc 25cm. |
| 10 | Removing excavated soil n.exc. 50m and depositing where directed at a level n.exc 1.5m above the starting point. |
| 11 | M&L for Reinforced concrete pipes 100mm bore class NP-2, laid and jointed complete with collars, complete including demolition of old pipes of any nature and thicknessall as specified and as directed. |
| 12 | All as per item No. 10 above but for 150mm bore pipe. |
| 13 | All as per item No. 10 above but for 200mm bore pipe. |
| 14 | M&L for cement concrete 1:4:8 type D-2 (using 40mm graded stone aggregate) as in concrete bed to drain pipes including packing under & haunching against the sides of pipes after they are laid & tested for 100mm bore pipe including demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar, PCC bad and haunching, complete all as specified and as directed. |
| 15 | All as per Sl Item No. 13 above but 150mm bore pipe. |
| 16 | All as per Sl Item No. 13 above but 200mm bore pipe. |
| 17 | M&L for cement concrete Type 1:4:8 type D-2 (using 40mm graded stone aggregate) as in foundation bed concrete of manholes,in mass concrete including demolition of cement concrete (unreinforced) of any description and in any position complete all as specified and as directed. |
| 18 | M&L for cement concrete Type B0 1:2:4 (12.5 mm graded aggregate) as in lintels upto 1.5 m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs not provided for in Item 04028, water troughs/benching and the like including weathering, slightly rounded for chamfered angles and throating including demolition, as directing complete all as specified and as directed. |
| 19 | Demolition of brickwork or stone, PCC block, boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars etc, but excluding ashlars facings, dressed stone work and precast concrete articles complete all as specified and as directed. |
| 20 | M&L for walling of random rubble uncoursed ,well bonded ,bedded and solidly hearted built in CM (1:4) and brought up to course complete all as specified and directed. |
| 21 | All as per item No.19 above but except stone. |
| 22 | Extra over lime or sand stone, stone walling for hammer dressing to face stones and dressing or face beds and joints, with maximum depression on face from straight edge held against the dressed surface n exc. 20mm, as specified, of random rubble walling, uncoursed or brought upto courses. |
| 23 | M&L for Pre-cast cement concrete block masonry Type C1, 1:3:6 (20 mm graded aggregate) with solid blocks, exc. 10 cm in width and set in CM (1:6), complete complete all as specified and as directed. |
| 24 | Taking down cement plaster any description on brick or stone walls etc including racking out joints hacking for key scrubbing down with water etc complete all as specified and as directed. |
| 25 | M&L for rendering 15mm thick in CM (1:4) on fair faces of brick work or concrete surfaces or stone walls finished even and smooth without using extra cement. |
| 26 | M&L for precast cement concrete 1:2:4 type B-1 using (20mm aggreates) set in CM (1:4) as in cover slabs (for manhole etc) simillar articles with plain faces complete (Reinforcement will be measured and paid separatly) including demolition of cement concrete (reinforced) in floors / pavings, (below or above ground level) n exc 15 cm thick all as specified and directed. |
| 27 | M&L for Reinforced cement concrete (nominal mix) Type B1 1:2:4 (20 mm graded aggregate) in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like including demolition of cement concrete (reinforced) in floors / pavings, (below or above ground level) n exc 15 cm thick all as specified and directed. |
| 28 | Formwork to flat rough finished surfaces of soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) (leak proof shuttering) complete all as specified and directed by Engineer-in-charge. |
| 29 | S&F for mild steel TMT bars 10mm dia and over cut to length, bent to shape required including cranking, bending, spirally for hooping columns, hooking ends & binding with & including MS wire (annealed) not less than 0.9mm dia of or securing with clips complete all as specified and as directed. |
| 30 | S&F for mild steel TMT bars 6mm to 8mm dia cut to length, bent to shape required including cranking, bending, spirally for hooping columns, hooking ends & binding with & including MS wire (annealed) not less than 0.9mm dia of or securing with clips complete all as specified and as directed. |
| 31 | S&F in repair 75mm PVC(SWR) pipes single socketed in any length with rubber ring joints fixed to walls complete all as specified and directed. |
| 32 | All as per item No 30above but 110mm complete all as specified and directed. |
| 33 | S&F in repair 75mm PVC(SWR) bend any radius complete all as specified and directed |
| 34 | All as per item No 32 above but 110mm dia complete all as specified and directed. |
| 35 | S&F in repair 75mm PVC(SWR) junction single(single T) equal or unequal complete all as specified and directed. |
| 36 | All as per item No 34 above but 110mm bore of pipe complete all as specified and directed. |
| 37 | M&L in repair 75mmPVC(SWR) floor trap with grating including jointing with solvent cementcomplete all as specified and directed. |
| 38 | All as per item No 40 above but 110mm complete all as specified and directed. |
| 39 | S&F in repair 75mm PVC(SWR) vent cowl complete all as specified and directed. |
| 40 | All as per item No 42 above but 110mm complete all as specified and directed. |
| 41 | Demolition of cement concrete in ground floor and pavings n.exc. 15 cm thickness (below or above ground level) complete all as specified and as directed. |
| 42 | Dismantling of stone slabs and tiles of any description or thickness in floors,aprons etc. |
| 43 | M&L for 75 mm thick cement concrete 1:4:8, type D-2 (40mm graded aggregate) as infloors,hardstanding complete all specified and directed. |
| 44 | M&L for Sand filling under floors as in sand cushion for laying paver blocks including water and consolidation complete all as directed. |
| 45 | M&L for Rubber Moulded glossy finish precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness M-35 grade with grey cement and pigment. |
| 46 | Fixing only forprecast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness M-35 grade with grey cement and pigment. |
| 47 | M&L for 300x300x10 / 400x400x10 mm thick non skid parking floor glosy finish paver tiles with grey cement and pigment over and including 15mm thick screed in cm(1:4), set joinet and pointed in neat cement slurry in floors concrete all as specified and directed. |
| 48 | Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all specified and directed. |
| 49 | Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, in hard / dense soil returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, |
| 50 | M&L for PCC 1:4:8 type D-2 (using 40mm gde agg) as in foundation and mass concrete complete as specified and directed by Engr-in-Charge. |
| 51 | S&F MS works in posts and struts in fencing including cutting tops to shape as directed,drilling holes,including all necessary drilling,bolting or reveting,etc,and similar wark conforming to Fe-290 Gde E-165. |
| 52 | M&L flat iron fillets fixed to the fencing posts incl all necessary drilling bolting or riveting etc and similar work conforming ot Fe 410-0 or Fe 310-0. |
| 53 | Supply only chain link fencing ,any size or type |
| 54 | Fixing only chain link fencing including line wires,any mesh,size and type to any type of standards,rails,starining bolts,etc. including provission of binding wire. |
| 55 | S&F 10mm diaMS roundbar fixed to chain link fening Top and bottom. |
| 56 | S&F 12 mm dia Mild screw bolts machine made with hexagonal or square heads at one end and screwed the other, or screwed on both ends each screwed end to be fitted with washers and one hexagonal or square nut but length of bolt exc 10cm but n exc 15cm long. |
| 57 | M&L Preparing new steel surfaces of any description, over 10cm in width/girth, applying two coats of synthethic enamel paint over one coat of red oxide primer. |
| 58 | M&L PCC 1:2:4 type B-1(Using 20mm graded crushed stone agg) in lintels upto 1.5 m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs , water troughs and the like including weathering, slightly rounded for chamfered angles and throating, as directed. |
| 59 | Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter |
| 60 | M&L 15mm thick plastering on concrete surface in CM 1:4 finished even and smooth without using extra cement complete all as specified and directed. |
| 61 | M&L Preparation of newly plastered or unplastered surfaces on wall surfaces and applying two coats of cement base paint over a coat of primer completeall as specified. |
| 62 | S&F for Steel work in tubular trusses,post,purlin,rafter including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161-1979 grade St.-240 |
| 63 | S&F Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment confirming to Fe 410-W (Gde E-250) quality A,complete all as specified and directed |
| 64 | Dismantling plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof covering |
| 65 | S&F Pre-laminated galvalume aluminium zinc coating GI based corrugated steel sheet 0.5mm thick of an colour having tensile strength of 550 Mpa as in roof covering in any curvature, fixed with self tapping screws as specified. |
| 66 | S& F Pre-painted galvalume aluminum 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 in ridges, hips, valley, gutters etc. complete all as specified and directed. |
| 67 | S&F of 2mm Fibre glass reinforced translucent corrugated sheeting with two corrugations side lap fixed with coach screw and washer in roof, wall etc. |
| 68 | M & L forpainting one coat synthetic enamel paint on steel surface including preparation of old surface of any description , over 10 cm width or girth not otherwise described all as specified and directed |
| 69 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete. |
