|
| 1 | Excavation in Soil (any type) using Hydraulic Excavator CK 90 with Hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. |
| 2 | Rehandling of earth work with avg. lead 30 Mtr. |
| 3 | Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. |
| 4 | Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with an avg. Lead 3km |
| 5 | Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect. upto 1.5mtr depth |
| 6 | Cement Conc.1:2:4 including supply, carriage & with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type |
| 7 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 8 | Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering including attached pilasters buttresses etc. |
| 9 | Reinforced Cement Concrete M-30 in Open Foundation as per drawing and Technical Specification .Using Batching plant, Transit Mixer and Concrete Pump. |
| 10 | Cold twisted deformed (ribbed/ tor steel) Bars Fe 500 grade as per IS 1786-1985 for R.C.C. works, where not included in the complete rate of R.C.C. including bending, binding, and placing in position complete. |
| 11 | Steel work fixed independently without connecting plates including cutting hoisting and fixing in position for tees angles & channels. |
| 12 | Cement concrete 1:4:8 With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type |
| 13 | First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth |
| 14 | First class burnt brick work laid in cement sand mortar 1:4 in first storey upto 4m above plinth level |
| 15 | Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. |
| 16 | Reinforced Cement Concrete M-25 in Open Foundation as per drawing and Technical Specification .Using Batching plant, Transit Mixer and Concrete Pump. |
| 17 | 10 mm thick cement plaster with cement mortar 1:4 on side walls |
| 18 | Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer's permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design |
| 19 | Factory manufactured flush door fixed in position iron hinges, etc (excluding the cost of any fittings other than specified above but including labour for fixing the same in position (Code : II Revision IS-2191 Part-I) 1973 (iii) 30mm |
| 20 | Cost of aluminum fittings complete for doors, windows such as tower bolts, handles,Stoppers and screw etc. for these fittings (Excluding sliding bolt) for area above 0.50 sqm |
| 21 | Providing and fixing aluminum sliding door bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc.complete |
| 22 | Supplying Pressed steel sheet frames (chowkhat) consisting of 18gauge (1.25 mm thick steel sheet of the specified section, including iron lugs (hold fast) iron hinges conforming to PWD specification including bolts for fixing stops lock notch provision for receiving tower bolts and finished with 1 primer coat approved quality, fixed in position excluding the cost of cement concrete 1:3:6 for fillings in the frame and cement concrete 1:2:4 for lugs complete |
| 23 | Supply and erection of Miniature Circuit Breaker MCB's for circuit protection against overload and short circuit current fault suitable for 240/ 415 volts 50cycles AC supply with breaking capacity of 10kA, Curve-C and low watt losses as per IS/IEC 60898-1, energy limitation class-3, true contact indication, label holder facility in the existing MCB distribution board as per PWD General Specifications includingconnections with suitable size of thimbles/lugs:- |
| 24 | Providing, Running and maintenance of pumping set 8 HP/ Generator Set for dewatering arrangements complete in all respects. |
| 25 | Making bore and installation of pumping set for dewatering arrangements complete in all respects |
| 26 | Extra over and above the rate of item No. 29.4 ( a to e) for lowering sub-soil water level from its natural level, as decided by the Engineer-in-charge, by every 0.30 m depth (Upto requisite depth), including cost of Bore Holes Machinery and carrying out the work in safe manner. |
| 27 | Supply of 100 mm dia Perforated Type Lateral pipe with Non woven cloth (Nylon mesh) |
| 28 | Supply of Coupler for 100 mm dia |
| 29 | Supply of End Cap For 100 mm dia |
| 30 | Supply of 250 mm dia Collectoral pipe |
| 31 | Supply of Coupler for 250 mm dia |
| 32 | Supply of End Cap For 250 mm dia |
| 33 | Supply of Tee-joints for dia 100 mm (for jointing PVC collateral pipes 250 mm dia with 80 mm dia lateral pipes) |
| 34 | Providing, Lowering, jointing and cutting of RCC 600 mm dia Pipe NP2 Type S&S Pipes and Specials with rubber ring ISI marekd as per IS code. |
| 35 | Providing, Lowering, jointing and cutting of RCC 400 mm dia Pipe NP2 Type S&S Pipes and Specials with rubber ring ISI marekd as per IS code. |
| 36 | Water proofing of water tanks with Zydex Zycoprime/Elastobar /Equivalent solution so as to form a water-resistant cementitious bonding coat and to formon-site seamless cross-linked elastomeric membrane on the concrete surface to reduce its porosity. Creating a cementitious elastomeric polymeric membrane of Elastobar and Zycoprime/Equivalent after application of Zycosil & Zycoprime Solution in New Construction. Take equal parts of Elastobar and Cement and form a paste.Add little water tot he paste to make it brushable. Apply the paste on surface with brush. Leave the surace for drying for at least 4-6 hours to get elastomeric membrane. After this application, make one more layer of rough cementatios membrane using mixture of 1 Part of Zycoprime+1 Part of Cement+1 part of fine sand.Apply paste on the surface with a brush to make a rough texture. Now your surface is ready to bond well with tiles/screed |
| 37 | Detail of Monoblock Motor Pumpset with accessories required to lift water from Sumpwell to Haudi |
| 38 | Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Double Flanged pipes with screwed flanged as per IS:8329- 2000, Class-K9 and laying the same in trenches to correct alignment and gradients, jointed with nut bolts and rubber insertion joints fitted complete including all cartage. |
| 39 | Providing Electric connection charges i/c security of electric cnnection and demand notice complete in all respects. |
| 40 | Plan Cement Conc.1:5:10 with stone ballast 40 mm gauge using 20 percent plum |
| 41 | Supply and Laying fine sand under pump house floor |
| 42 | White washing (two or more coat) |
| 43 | Finishing walls with cement based water soluble exterior paint such as snowcem, robbiacem etc. two or more coats to give an even shade. |
| 44 | Damp proof course 7.50 Cm. thick C.C 1:2:4 with 2 coats of bituman 20/30 penetration @ 1.65kg. Per Sqm laid hot and sanded. |
| 45 | Recessed PVC conduit Pipe wiring system with modular switches : Wiring in PVC insulated copper conductor single core FR cable (ISI marked) overall 1.5 Sq.mm., 1100 volts grade to be laid in heavy gauge PVC conduit pipe 20/25 mm. dia. (ISI marked) recessed in wall with metal boxes (1.6 mm. thick with brass lugs) required for suitable no. of modules complete in all respects.(i) Wiring fan point (without fan box) |
| 46 | (ii) Wiring Light Point |
| 47 | (iii)Wiring 6Amp. wall socket point |
| 48 | Sand Filling in Foundation Trenchs as per Drawing & Technical specifications. |
| 49 | Shifting of Trenching Machine from Hussaniwala Store to Village Khuian Sarwar and back to Hussaniwala Store |
| 50 | Providing Operater for Trenching Machines |
| 51 | Providing Helper for Trenching Machines (Semi Skilled Worker) |
| 52 | Providing Chonkidaar for Trenching Machines for Night Watching (Unskilled Worker) |
| 53 | Writing letter and figures on pump house. |
| 54 | Basic rate Of Ordinary Earth/Clay from Private Land Including compensation but exculding Royality |
| 55 | Extra for providing 1:2 CSM on tytone rubber joint of RCC pipes having sockets extended out of barrel, in trenches, including facing trowelling and finising the joints at the angle of 45 degree with faces of socket keeping joints wet till cured, testing the pipe joints for leakproof and making good all leakage and defects as per specifications. |
| 56 | Writing letter and figures on pump house. |
| 57 | Basic rate Of Ordinary Earth/Clay from Private Land Including compensation but exculding Royality |
| 58 | Extra for providing 1:2 CSM on tytone rubber joint of RCC pipes having sockets extended out of barrel, in trenches, including facing trowelling and finising the joints at the angle of 45 degree with faces of socket keeping joints wet till cured, testing the pipe joints for leakproof and making good all leakage and defects as per specifications. |
| 59 | Any other item Please Enable Macros to View BoQ information |
