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| 1 | Dewatering arrangement including fixing of low head high discharge mud pump with suction of delivery pipe as required |
| 2 | Manufacturing of special and pipes made out steel plate of HR coils 8MM to 10 MM thick plate in shape and size condition I/C cost of steel plate and other electricals and mechanical material i/c submerged are welding i/c cost of transportation, loading & unloading complete pipe and special barel piece, gap piece, spigot and socket end, plain & socket clamp etc.as per site condition |
| 3 | Higher charges for diesel generator set / electric connection from electric pole for cutting, welding of MS pipe and dewatering work and lightening arrangement etc. complete |
| 4 | Charges for lighteing, berickating and traffic diverting from leackage site with safety arrangement during leackage repairing work i/c fixing of bulli, wire rop, alojan lamp, cuation board, caution flag for the traffic diversion and removing all these material after completion of work from site i/c loading, unloading & 1 Days X12 Month |
| 5 | Providing and fixing gland rope 6 mm dia as per IS 5414days 1995 make champion/turner/ equivalent |
| 6 | Providing and fixing gland rope 10 mm dia as per IS 5414- 1995 make champion/turner/ equivalent |
| 7 | Provision for making arrangement for electricity from MPEB to run welding transformer, de watering pump and grinding machine, lamp etc.complete at site. |
| 8 | Manufacturing and supply of MS volve operating key and following size of sluice volve made out by single piece as per standard and site condition 150 mm dia |
| 9 | Providing & fixing of neoprence rubber sheet 3 & 6 mm as per I.S.-638-1979Make TRPL/National/Equivalent |
| 10 | Providsing & fixing of nut bolt, washer, size as per requirement aas per I.S. 1363-1992 &I.S.-4218 part - 5 -1967 make Tata/GKW/Standard/ Equivalent |
| 11 | Fabrication & Providing of extra of Extra long 3 mtr MS key as per sample made MS rod 25 mm thick & MS cap molded on the sluice valve spindle &grouting 50x50x8 mm angle clamp in the chamber wall sluice vlave open & close work at Gambhri line section |
| 12 | Providing & fixing Rubber ring |
| 13 | 80 MM dia |
| 14 | 100 MM dia |
| 15 | 150 MM dia |
| 16 | 200 MM dia |
| 17 | Supply of wooden Handle hand made for spread & axxis |
| 18 | Labour charges for shaftning of chisel, axxis & Digging rod |
| 19 | Providing and fixing spun yarn Best quality |
| 20 | Providing and fixing of lead wool containing 90 % lead as per IS-318-1981 |
| 21 | Providing & fixing pig lead 99% pure |
| 22 | Providing & applying of M-seal compound make mahindra |
| 23 | supply of SS 410 spendal rod without GM chek nut for following dia S/V |
| 24 | 80 MM dia |
| 25 | 100 MM dia |
| 26 | 150 MM dia |
| 27 | 200 MM dia |
| 28 | Recxasting of following dia sluice vlave GM check nut i.c recasting, finishing, machining and threading as per sample and cost of extra material complete work. |
| 29 | 80 MM dia |
| 30 | 100 MM dia |
| 31 | 150 MM dia |
| 32 | 200 MM dia |
| 33 | Repairing of folowing dia sluice valve i/c fixture check nut guid both side i/c welding, finishing, cutting clamping as per size of check nut |
| 34 | 80 MM dia |
| 35 | 100 MM dia |
| 36 | 150 MM dia |
| 37 | 200 MM dia |
| 38 | 300 MM dia |
| 39 | 400 MM dia |
| 40 | Labour charges for opening and refitting of following dia sluice valve i/c cutting of old damged nut bolt, removal of damaged gland packing, rubber packing, providing, fixing of new by fabricated parts and greasing properly cost of nut bolt over-handling the valve, transportation of material T&P testing and making with risk cover as per requirement |
| 41 | 80 MM dia |
| 42 | 100 MM dia |
| 43 | 150 MM dia |
| 44 | 200 MM dia |
| 45 | 300 MM dia |
| 46 | 400 MM dia |
| 47 | Dismantling of cement concrete pavement i/c breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead upto 1000 meter, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-20018.12/229 |
| 48 | Earth work in excavation for foundation, trenches for pipes / cables or drains etc. by mechanical means / manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides, disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressed.18.2.1 All kinds of ordinary soil Cum 151.0018.2/227 |
| 49 | Providing, Laying, Jointing & Testing of Asbestos cement pressure pipe ISI marked and conforming to IS-1592/03 tested to the required pressure including cost of pipes all complete.9.1/132 |
| 50 | 80 mm Class 15 |
| 51 | 100 mm Class 15 |
| 52 | 150 mm Class 15 |
| 53 | Labour for cutting following Asbestos Cement Pressure Pipes of any type and class.19.2/239 |
| 54 | 80 mm 6 Kg |
| 55 | 100 mm 6 Kg |
| 56 | 150 mm 6 Kg |
| 57 | Providing & fixing detachable joints to asbestos cement pressure pipes and fittings including C.I. detachable joints confirming to IS/8794/1988 with bolts, nuts and rubber rings9.4/133 |
| 58 | 80 mm |
| 59 | 100 mm |
| 60 | 150 mm |
| 61 | 200 mm |
| 62 | Providing, laying, Jointing & field testing of High Density Polyethylene pipes, (HDPE) confirming to IS 4984/ 14151/ 12786/ 13488 with necessary jointing material like mechanical connector or jointing pipes by heating to the ends of pipes with the help of Teflon coated electric mirror/ heater to the required temperature and then pressing the ends together against each other, to form a monolithic & leak proof joint by thermosetting process. It may be required to be done with Jacks/Hydraulic Jacks/ But fusion machine. (50mm & above fusion jointed & below 50mm mechanical jointed)7.1/103 |
| 63 | 90 mm |
| 64 | 110mm |
| 65 | 160 mm |
| 66 | 200 mm |
| 67 | 250 mm |
| 68 | 315 mm |
| 69 | Providing butt fusion welded joint/jointing by heating to the ends with the help of Teflon coated electric mirror/heater ends together etc. by thermosetting process to HDPE Pipe and specials. (6kg, 8kg, 10kg) (50mm & above fusion jointed & below 50mm mechanical jointed)7.9/108 |
| 70 | 90 mm |
| 71 | 110mm |
| 72 | 160 mm |
| 73 | 200 mm |
| 74 | 250 mm |
| 75 | 315 mm |
| 76 | Providing, laying, jointing & testing of following P.V.C. pipes with solvent cement joint for 6, 8 and 10 kg/ sq. cm. pressures including testing of joints, cost of jointing materials etc. complete in all respect.5.1/81 |
| 77 | 90 mm 6 Kg |
| 78 | 110 mm 6 Kg |
| 79 | 160 mm 6 Kg |
| 80 | Providing and laying in position following PVC Tees, suitable for 6, 8 and 10 Kg/Sqcm. Pressure pipes.5.6/82 |
| 81 | 90 mm 6 Kg |
| 82 | 110 mm 6 Kg |
| 83 | 160 mm 6 Kg |
| 84 | 200 mm 6 Kg |
| 85 | Providing and laying in position following PVC end Cap (plugs) suitable for 6, 8 and 10 Kg/Sq cm. Pressure pipes.90 mm 6 Kg5.8.1/83 |
| 86 | Providing and laying in position PVC coupler suitable for 6, 8 and 10 Kg/Sq. cm. Pressure pipes.5.9/83 |
| 87 | 90 mm 6 Kg |
| 88 | 110 mm 6 Kg |
| 89 | 160 mm 6 Kg |
| 90 | Providing, laying, jointing, testing and commissioning of ISI marked PVC- O (Oriented Plasticized Polyvinyl Chloride) ring fit type pipe having orientation class 500 : C-1.4 with integral homogeneous spigot, elastomeric sealing ring made of EPDM rubber (one per pipe) including testing of joints, cost of jointing materials etc. Complete in all respect. Pressure Rating as per IS Code — IS:16647-2017 for following diameters.5.12/84 |
| 91 | 110 mm |
| 92 | 160 mm |
| 93 | 200 mm |
| 94 | 250 mm |
| 95 | 315 mm |
| 96 | Providing & laying Ductile iron Mechanical joint collar with follower glands conforming to IS-9523/2000 having dimension as per table 24 of IS-9523/2000 in the nominal diameter/sizes with external bitumen coating and internal cement mortar lining.4.11/61 |
| 97 | 100 mm |
| 98 | 150 mm |
| 99 | 200 mm |
| 100 | 250 mm |
| 101 | 300 mm |
| 102 | Labour for cutting following cast iron pipes of any type and class.19.1/239 |
| 103 | 100 mm |
| 104 | 150 mm |
| 105 | 200 mm |
| 106 | 250 mm |
| 107 | 300 mm |
| 108 | Filling by available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.18.2.8/228 |
| 109 | Providing and laying in position Plain cement concrete (PCC) of specified grade excluding the cost of centering and shuttering 18.14.5 Cement concrete grade M-10 (Nominal Mix) with 20 mm maximumsize of stone aggregate18.14.5/229 |
| 110 | Providing and laying in position Plain cement concrete (PCC) of specified grade excluding the cost of centering and shuttering 18.14.3 Cement concrete grade M-20 (Nominal Mix) with 20 mm maximumsize of stone aggregate18.14.3/229 Please Enable Macros to View BoQ information |
