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| 1 | Excavation in trenches not exceeding 1.5 mtr wide and not exceeding 1.5 metre depth and getting out in any type of soil for taking out/laying of pipe complete all as specified and as directed |
| 2 | Returning filling in, including spreading, leveling, watering and well ramming in layers not exc. 25 cm thick complete all as specified and directed. |
| 3 | Removal of excavated material from site to a distance not exceeding 50 meters away and depositing where directed at a level not exceeding 1.5 meters above the starting pointcomplete all as specified and directed. |
| 4 | Excavation in trenches by cutting of road crossing, PCC hard standing for taking out/laying of pipe lines includingfilling of PCC (1:2:4) type B-2using 40 mm graded crushed stone aggregate as in foundations, filling and mass concrete complete including making good the existing surface complete all as specified and as directed.(Note:- Length and depth of cutting will be decided by Eng-in-Charge as per site requirement. contractor will provided all materials for making good as per existing road andremoved rubbish out size MD land at his own arrangement. Cost deemed included in quoted unit rate.) |
| 5 | Taking up GI/CI/MS Pipes including all fitting of the following sizes complete all as specified and directed:- |
| 6 | 80 mm bore |
| 7 | 100 mm bore |
| 8 | 150 mm bore |
| 9 | 200 mm bore |
| 10 | Supply, layingjointing, testing of DIpipe with class-K-7 spigot socketed ends, conforming to IS-8329 laid in trenchesincluding providing route indicators of suitable height and laying at spacing of @ 50m center to center at GL mentioning name of contractor, date of execution & CA No with name of work & rubber gasket (Tyton) joints with jointing material & route indicators of the following sizes including taking down of existing CI/DI pipe complete all as specified and directed by Engineer-in-Charge. Note 1: - Excavation & earth work shall be measured and paid seperately under respective items of BOQ.Note 2:- Contractors will provide route indicators mild steel body with top 150 mm plate 3mm thick and height not less than 300mm above finished GL at suitable intervals as directed by EIC. Cost of route indicators shall be deemed included in quoted unit rates.Note 3:- Layout plan for laying of DI pipe shall be given by EIC in writing.Note 4 :- Cost of Rubber gasket joints (Tyton Joint) included in quoted unit rates. |
| 11 | 80 mm bore |
| 12 | 100 mm bore |
| 13 | 150 mm bore |
| 14 | 200 mm bore |
| 15 | Material and labour for Rubber Gasket Joint (Tyton Joint) including jointingmaterial for DI/CI pipe of following size/bore :- |
| 16 | 80 mm bore |
| 17 | 100 mm bore |
| 18 | 150 mm bore |
| 19 | 200 mm bore |
| 20 | Material and Labour for CI/DI fittings/specials such as Tees, bends (any type, radius and angle) tapers any type, collars, tail pieces, caps and plugs of anysize confirming to IS: 9523 complete all as specified and directed by Engr-in-Charge. |
| 21 | Supply and fixing ofMJ Coller, DI Jointfor suitable following bore dia pipes complete all as specified and directed. |
| 22 | 80 mm bore |
| 23 | 100 mm bore |
| 24 | 150 mm bore |
| 25 | 200 mm bore |
| 26 | M&L for run lead joint including jointing material for cast iron pipe of following size/bore :- |
| 27 | 80 MM bore |
| 28 | 100 MM bore |
| 29 | 150 MM bore |
| 30 | 200 MM bore |
| 31 | Supply only loose lead pig bar for joints complete all as specified and as directed. |
| 32 | Supply only loose Spun Yarn in bundle complete all as specified and as directed. |
| 33 | Supply onlyin replacement 25 to 150 mm long, 6 to 20 mm dia nuts, bolts & washers complete all as specified and as directed. |
| 34 | Supply& Fix float valvehigh pressure of PTMT with epoxy coated Aluminumrod and High density plasticBall screwed for iron pipe , including takingout float valveof following sizes complete all as specifiedand directed by Engineer-in-Charge. |
| 35 | 15 MM bore |
| 36 | 20 MM bore |
| 37 | 25 MM bore |
| 38 | Supply and Fixing of GI Socket, medium grade, ISI Markedcomplete all as specified and as directed of following sizes. |
| 39 | 20 MM bore |
| 40 | 25 MM bore |
| 41 | 50 MM bore |
| 42 | Supply and Fixing of GI Elbow, medium grade, ISI Marked complete all as specified and as directed of following sizes. |
| 43 | 20 MM bore |
| 44 | 25 MM bore |
| 45 | 50 MM bore |
| 46 | Supply and Fixing of GI Union, medium grade, ISI Marked complete all as specified and as directed of following sizes. |
| 47 | 20 MM bore |
| 48 | 25 MM bore |
| 49 | 50 MM bore |
| 50 | Supplying, laying, jointing, welding and testing MS Pipe (Heavy class\"C\") IS : 1239/3589, of followiing sizes 8mm thick laid in trenches or in Horizontal/Vertical/inclined position orlaying on floors for connectionsfor suction, to header andconnected to out going water main CI/DI pipe line, forfollowing size including taking out the old unserviceable pipes :- (Note:- (i) MS Flangesincl fabrication work will be measured and paid separately.(ii) Excavation and earth work will be measured and paid separately. |
| 51 | 100 MM bore |
| 52 | 150 MM bore |
| 53 | 200 MM bore |
| 54 | 250 MM bore |
| 55 | Supply and fixing in replacement of MS flange, 16mm thick duly welded with flange joint including nuts bolts, washer, Rubber or fiber board gasketjoint of following sizes:- |
| 56 | 80mmdia |
| 57 | 100mmdia |
| 58 | 150mmdia |
| 59 | 200mmdia |
| 60 | Supply and Fixing in replacement of CI Foot valve offollowing size , Flanged ends, Swing type opration with rubber sheet as per IS-4038 including taking out unserviceable of following sizes complete all as specified and directed by Engineer-in-Charge. Note (i) :- Flanged joints complete with jointing material shall deemed to be included in the unit rate of this items. |
| 61 | 80 MM bore |
| 62 | 100 MM bore |
| 63 | 150 MM bore |
| 64 | Material and labour including jointing and testing of cast iron sluice valves class PN-1.0 PD short body, conforming to IS:14846-2000, flanged ends drilled having stainless steelspindle with cast iron wheel at top complete with nuts, bolts, washers and rubber gaskets including taking out unserviceable sluice valve and removal from siteforthe follwing sizes complete all as specified and directed.Note- (i) Flanged joints complete with jointing material shall deemend to be included in the unit rate of this item. |
| 65 | 80 MM bore |
| 66 | 100 MM bore |
| 67 | 150 MM bore |
| 68 | 200 MM bore |
| 69 | Supply , fixing, jointing and testing in replacement of Cast Iron Non-Return Valve without bypass arrangement, swing type, confirming to IS-5312, flanged ends pressure rating PN 1.0 including taking out old unsv NRV from the existing place of following sizes:-Note:-(i) Flanged joints complete with jointing material shall deemed to be included in the unit rate of this item.(ii) Genuine PV\"s & MTC ofvavle be produced by contractor alongwith RAR for payment.) |
| 70 | 80 mm dia |
| 71 | 100 mm dia |
| 72 | 150 mm dia |
| 73 | 200 mm dia |
| 74 | Supply and installation of flanged ends strainer/dirt box, PN-1.0 with stainless steelmesh suitable for water meter for potable water supplies on up stream of water meter to avoid foreign material entering into meter including taking out unserviceable of following sizes complete all as specified and as directed at site by the Engineer-in-Charge. -(Note:- (i) Flange Joints Including Jointing material shall deemed to be included in the unit rate of this item. |
| 75 | 100 MM bore |
| 76 | 150 MM bore |
| 77 | 200 MM bore |
| 78 | Supply and installation of flanged ends Water Meterwoltman type, including testing and making good connection with flanged ends, with gasket rubber sheet and nut & bolts etc ISI Marked fixing in horizontal/incline/vertical position,including taking out unserviceable of following sizes complete all as specified and as directed at site by the Engineer-in-Charge. |
| 79 | 100 MM bore |
| 80 | 150 MM bore |
| 81 | 200 MM bore |
| 82 | Supply, fixing, jointing and testing in replacement of cast Iron Air release Valve with Two air outlets, confirming to IS, flanged ends complete including taking out unserviceable ARV complete all as specified and directed. |
| 83 | 80 MM bore |
| 84 | 100 MM bore |
| 85 | 150 MM bore |
| 86 | Taking out foot valve, NRV, Stainerand refixing the same after refacing, regrinding , including replacement ofrubber gasket , nutboltsincluding painting of following sizes complete all as specified and directed . |
| 87 | 80 mm dia |
| 88 | 100 mm dia |
| 89 | 150 mm dia |
| 90 | 200 mm dia |
| 91 | Opening of existing sluice valve of following size including opening of gland cover taking out with stem nut of brass or of stainless steel & refixing the same after with & including replacement of rubber packing, nut & bolts, glands dori etc complete all as specified and as directed.(Note :-Any new spare partslike stem, stem nuts, gland plate of required size shall be measured and paid separately under respecitve items.) |
| 92 | 80 mm dia |
| 93 | 100 mm dia |
| 94 | 150 mm dia |
| 95 | 200 mm dia |
| 96 | Supply and fixing of \"stem\" made out from SS (all as per sample) of sluice valve of size as under : - |
| 97 | 80mmdia |
| 98 | 100mmdia |
| 99 | 150mmdia |
| 100 | 200mmdia |
| 101 | Supply and fixing of \"stem nut\" made out from stainless steel suitable to match with existing sluice valve of sizes as under : - |
| 102 | 80mmdia |
| 103 | 100mmdia |
| 104 | 150mmdia |
| 105 | 200mmdia |
| 106 | Supply and fixing of \"gland plate\" made out CI, suitable to match with existing sluice valveof sizes as under : - |
| 107 | 80mmdia |
| 108 | 100mmdia |
| 109 | 150mmdia |
| 110 | 200mmdia |
| 111 | Taking up old GI steel tubing with connection including fittings all as specified and as directed by Engineer-in-Charge of the follwing sizes :- |
| 112 | 15 MM bore |
| 113 | 20 MM bore |
| 114 | 25 MM bore |
| 115 | 40 MM bore |
| 116 | 50 MM bore |
| 117 | Refixing ofold GI steel tubing with connection including fittings all as specified and as directed by Engineer-in-Charge of the follwing sizes :- |
| 118 | 15 MM bore |
| 119 | 20 MM bore |
| 120 | 25 MM bore |
| 121 | 40 MM bore |
| 122 | 50 MM bore |
| 123 | Supply & Laying ofGI pipe \"Medium Grade\" ISI mark including all fittings in old/new positions in trenches/wall/floor complete and making good the distributed surfaces as per existing as directed of following sizes. (Note:- Excavation and earth work will be measured and paid separately.) |
| 124 | 15 MM bore |
| 125 | 20 MM bore |
| 126 | 25 MM bore |
| 127 | 40 MM bore |
| 128 | 50 MM bore |
| 129 | Supply & fixing Gun metal gate valve with iron wheel head screwed both iron iron pipe ISI Marked as per IS 778 of following sizes including taking out unserviceable gate valve complete all as specified and directed :- |
| 130 | 15 MM bore |
| 131 | 20 MM bore |
| 132 | 25 MM bore |
| 133 | 40 MM bore |
| 134 | 50 MM bore |
| 135 | M&L 75mm thick cement concrete type D-2 1:4:8 ( 40mm graded aggregate) as in subbase of floors etc complete all as specified and directed. |
| 136 | M&L Machine pressed precast concrete interlocking paverblocks any shape and size confirming to IS 15658-2006 of 60 mm thick, M-35 Grade with grey cement and pigments, over 25 mm thick sand cushioning complete all as specified and as directed. Note(A) : Sand Cushioning shall be measured and paid under respective item. |
| 137 | Material and labour for fabrication welding and fixing of MS work made out of MS sheet not more than 3mm thick of any size or MS Angle/flat of any size as required at site for repair/replacement of valve pit cover/sump manhole cover, staircase steps, signboard and all other iron works including painting two coats with synthetic enamel paints over a coat of red oxide primer complete all as specified and as directed at site. |
| 138 | Supply and fixing High density polythene pipes (HDPE) 160 mm bore, of pressure rating 10 kgf/cm2, heavy dutylaid in trenches. |
| 139 | M&L for testing of drinking water being collected from local source (bore wells/shallow wells/under ground sumps) one test in six month for one source in the area under AGE (U) W/S No-III as directed by EIC in the area under AGE(U) W/S No III and submission of detailed test report to the office of Engineer-in-Charge.(a) Carrying out minimum essential testing of water as per IS 3025mandatory for chemical, colour, odour, PH Value, TSS, BOD, COD, residual chlorine, total nitrogen, sulphate, oil and grease, ammonical Nitrogen (NH3-N) and Bacteriological total collifrom organisms per 100 Ml (MPN), Facecal Coliforms (FC), disolvedphosphorous and E colilie in 100mlNote - Rate quoted shall deemed to be included for :-(i) Cost of sterilised bottle as required(ii) To and fro transportation charges for collection of sample.(iii) Contractor shall provide necessary test report duly approved by EIC after necessary repairs and blowers output pressure and capacity should not be less than as of existing equipment required. |
| 140 | Construction of valve pit of doublebrick masonary of sizes 910mmx1060mmx910mm with internal plasteringfrom the top of surface including cover of MS sheet 3.15mm thick and angle iron 40mmx40mmx6mm with hinges and locking arrangement including painting with two coat of synthetic enamelled paint over a coat of red oxide and grouting to PCC 1:2:4 plastering in cement morter 1:3, foundation concrete 1:3:6 including necessary earthwork complete all as specified and directed. |
| 141 | An amount of Rs 2,21,250.00 shall be deducted from BOQ on account of schedule of credit |
