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| 1 | CIVIL Works |
| 2 | Providing of all materials, Carting from site store to site of work,Lowering into trenches with true to alignment, Laying of MS ERWPipes grade Yst 210, Jointingby electric welding process with proper grade ofeletrodes suitable for jointing of water supply pipe lines (Ador,L&T or equivalent electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc complete. |
| 3 | 200 mm dia and 4.00 mm thick |
| 4 | 150 mm dia and 4.00 mm thick |
| 5 | 100 mm dia and 4.00 mm thick |
| 6 | Providing of all materials, Carting from site store to site of work,Lowering into trenches with true to alignment, Laying of APIPipes confirming to API 5L/ ISO: 3183 X-65 Grade , Jointingby electric welding process with proper grade ofeletrodes suitable for jointing of water supply pipe lines (Ador,L&T or equivalent quality of electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc complete. |
| 7 | 150mm dia and 4.80mm thickness |
| 8 | Providing of all materials, carting from site store to site of work, laying & jointing of G.I. Medium screwed pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc.) in trenches with its cutting, threading and testing of pipe line etc complete. |
| 9 | 15mm dia |
| 10 | 20mm dia |
| 11 | 25 mm dia |
| 12 | 32 mm dia |
| 13 | 40 mm dia |
| 14 | 50 mm dia |
| 15 | 80 mm dia |
| 16 | 100 mm dia |
| 17 | 150 mm dia |
| 18 | Excavation of earth for pipe line in following strata lift upto 1.5 m. Lead upto 30 m. Including refilling, watering, ramming of excavated earth into the trenches and removal of surplus earth upto a distance of 60 m. From trenches including supply of labour, T&P. etc complete. Assuming that 90% pipe line is laid in trenches & 75% in soil mixed bolder and 25% in soft rock. |
| 19 | In soil mixed bolder |
| 20 | In soft rock |
| 21 | Supply, cartage, lowering them in to the trenches, laying true to alignment and gradient, jointing and fixing with pipe line including cutting and threading making up lengths as required for proper completion of work with the following fittings including cartage of materials, labours, T&P etc complete. |
| 22 | Reflux valve 150mm dia 600 class (T.P.-96 kg/cm²) |
| 23 | High head cast steel Sluice valves |
| 24 | 150mm dia 600 class (T.P.- 96 kg/cm²) |
| 25 | 80 mm dia 300 class (T.P.- 12 kg/cm²) |
| 26 | Scour valves (PN-1.6) as per I S 778/2000 |
| 27 | 150 mm dia |
| 28 | High head cast steel air valves |
| 29 | 50mm dia (T.P.- 96 kg/Sqcm) |
| 30 | 80mm dia (T.P.- 12 kg/Sqcm) |
| 31 | Providing and Fixing Woltman type Bulk Water Meter, inline type, flange end with integral mounted display and all necessary fittings etc complete. |
| 32 | 150 mm dia |
| 33 | Providing and fixing Multijet domestic mechanical Water Meter Class-B, dry dial, magnetically coupled, temper proof confirming to IS: 779-1994 or ISO: 4064 IP68 in position including all material, labour, T&P etc complete. |
| 34 | 15 mm dia |
| 35 | Providing & Fixing Polypropelene Water meter Box of different size in position etc complete. |
| 36 | Polypropylene Water Meter Box-Black of size (293mmX242mm X 175mm) |
| 37 | Providing and fixing FireHydrant Valve Confirming to IS: 5290 (Flanged)in position including all material, labourer, T&P etc complete. |
| 38 | 80mm dia |
| 39 | Supply of all materials, labours, T&P etc and construct sluice valve / reflux valve / air valve chamber as per type design complete. |
| 40 | 2 m x 2 m size |
| 41 | 1 m x 1 m size |
| 42 | Supply of all materials, labours, T&P etc and construct anchor / thrust blocks as per type design complete |
| 43 | Supply of all materials, labours, T&P etc and construct of bridle path along the alignment of rising main pipeline for cartage of pipes and later on for effective maintenance. |
| 44 | Supply of all materials, labour, T&P etc and construction of sunk R.C.C. rain water harvesting tank of following capacities (KL) with M.S. ladder inside of the tank, M.S.M.H. cover with locking arrangement, supply and fixing of over flow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60 M wide apron, painting with approved water proofing (apex) / enamal paint, testing, filling water for testing purpose etc. including supply of verticalpipes and specials, assuming bearing capacity as 8MT/M2 . |
| 45 | 20.00KL |
| 46 | SITC of 1.50HP submesible pump of approved brand in rain water harvesting tank to use rain water conveniently, including supply of all fittings of pump and electric equipments. |
| 47 | Providing and fixing 15cm wide, 45cm overall semi circular plain G.S. sheet gutter with iron brackets 40x3 mm size, bolts, nuts and washers etc. including making necesarry connections with rain water pipes complete. |
| 48 | 0.80mm thick with zinc coating not less than 275 gm/m2 |
| 49 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. |
| 50 | 100mm dia |
| 51 | Providing and fixing MS clamp of required dia to the top of casing/housing pipe including necesarry bolts and nuts of required size. |
| 52 | 100mm dia |
| 53 | Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. |
| 54 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m,as directed by Engineer-in-charge. |
| 55 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level1:4:8(1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 56 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level1:2:4(1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). |
| 57 | R.C.C. 1:1.5:3 cement, coarse sand & 20mm gauge gravel in wall & dome excluding supply of reinforcement steel & its bending but including fixing in position with 20BWG |
| 58 | Steel reinforcement of R.C.C. work including straightening, cutting, bending, placing in positionb and binding all complete. |
| 59 | Centering and shuttering including strutting, propping etc. and removal of form work for proper completion of work. |
| 60 | 40 mm thick with 20 mm nominal size stone aggregate cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete |
| 61 | Painting steel work with deluxe multi surface paint to give an even shade, two or more coat applied @0.90 litre / 10.00 sqm. Over an under coat of primer applied @ 0.80 litre / 10.00 sqm. Of approved brand and manufacture. |
| 62 | Distempering with 1st quality acrylic (readymix) having VOC content less than 50 gram / litr, of approved manufacture and of required shade and colour all complete to achieve even shade and colour, two or more coat and including water thinnable priming coat. |
| 63 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete |
| 64 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. |
| 65 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 66 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD specifications. |
| 67 | Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specification. |
| 68 | Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per Clause 802, 803, 1202 & 1203 of MORD Specifictiondrawings and technical specifications. |
| 69 | 20mm thick plaster with 1:6 cement and sand mortar for proper completion of work. |
| 70 | Supply & filling of fine filter media in existing filter beds as per mannual and instruction given by Engineer Incharge complete. |
| 71 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface I recessed steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required. |
| 72 | O&M- After execution of all works and testing & commissioning of scheme, effective operation and maintenance of scheme for a period of 12 months, including appointing appropriate number of skilled O&M staff, account maintenance, including supply of all required chemicals (Alum & chlorine ) and materials, labour, T&P etc. complete. |
| 73 | E&M Works |
| 74 | Intake well- Raw water centrifugal pump1600 LPM discharge at 65 Mt. head, 1450 r.p.m. |
| 75 | Electric motor suitable to above pump |
| 76 | Base platesuitable to above pumps and motors. |
| 77 | Fully automatic A.T.S oil cooled starter suitable for above motors. |
| 78 | Control Panel as per site requirement |
| 79 | 1x3x25 sq.mm submersible flat copper cable |
| 80 | 1x3.5x150 sq.mm Aluminum cable for power connection armored. |
| 81 | Earthing as per site requirement |
| 82 | Main piping & valves as per site requirement |
| 83 | Pressure Gauges as per site requirement |
| 84 | Toolsas per site requirment |
| 85 | chain pulley block complete. 2 Tone, 21 Mt. Lift capacity |
| 86 | Rubber resistance sheet of size 1m x 2m x 2.50mm as per IS 15652:2006 |
| 87 | Fire extinguisher 5 kg for electric fix. |
| 88 | Dewatering pump set as per site requirement |
| 89 | Erection of Pumping Plants as per site requirement |
| 90 | Commissioning of above Pumping Plants . |
| 91 | Testing of Pumping Plant At works |
| 92 | Testing of Pumping Plant At Site |
| 93 | Painting as per site requirement |
| 94 | MPS- Clear water centrifugal pump 1500 LPM discharge at 485Mt. head, 2900 r.p.m. |
| 95 | Electric motor suitable to above pump |
| 96 | Base platesuitable to above pumps and motors. |
| 97 | Fully automatic A.T.S oil cooled starter suitable for above motors. |
| 98 | Control Panel as per site requirement |
| 99 | 630 sq.mm. 3.5 Core aluminum conductor cable XLPE insulated , Armored cable |
| 100 | 1x3x70 sq.mm submersible flat copper cable |
| 101 | Double loop Earthing as per site requirement |
| 102 | Main piping & valves as per site requirement |
| 103 | Pressure Gauges as per site requirement |
| 104 | Toolsas per site requirment |
| 105 | Chain pulley block complete. 5 Tone |
| 106 | Rubber resistance sheet of size 1m x 2m x 2.50mm as per IS 15652:2006 |
| 107 | Fire Extinguisher 15 kg (electric fire ABC) |
| 108 | Erection of Pumping Plants as per site requirement |
| 109 | Commissioning of above Pumping Plants . |
| 110 | Testing of Pumping Plant At works as per site requirement |
| 111 | Testing of Pumping Plant At Site |
| 112 | Painting as per site requirement |
| 113 | IPS-I - Clear water centrifugal pump 1500 LPM discharge at 485Mt. head, 2900 r.p.m. |
| 114 | Electric motor suitable to above pump |
| 115 | Base platesuitable to above pumps and motors. |
| 116 | Fully automatic A.T.S oil cooled starter suitable for above motors. |
| 117 | Control Panel as per site requirement |
| 118 | 630 sq.mm. 3.5 Core aluminum conductor cable XLPE insulated , Armored cable |
| 119 | 1x3x70 sq.mm submersible flat copper cable |
| 120 | Double loop Earthing as per site requirement |
| 121 | Main piping & valves as per site requirement |
| 122 | Pressure Gauges as per site requirement |
| 123 | Toolsas per site requirment |
| 124 | Chain pulley block complete. 5 Tone |
| 125 | Rubber resistance sheet of size 1m x 2m x 2.50mm as per IS 15652:2006 |
| 126 | Fire Extinguisher 15 kg (electric fire ABC) |
| 127 | Erection of Pumping Plants as per site requirement |
| 128 | Commissioning of above Pumping Plants . |
| 129 | Testing of Pumping Plant At works as per site requirement |
| 130 | Testing of Pumping Plant At Site |
| 131 | Painting as per site requirement |
| 132 | IPS-II - Clear water centrifugal pump 1500 LPM discharge at 485Mt. head, 2900 r.p.m. |
| 133 | Electric motor suitable to above pump |
| 134 | Base platesuitable to above pumps and motors. |
| 135 | Fully automatic A.T.S oil cooled starter suitable for above motors. |
| 136 | Control Panel as per site requirement |
| 137 | 630 sq.mm. 3.5 Core aluminum conductor cable XLPE insulated , Armored cable |
| 138 | 1x3x70 sq.mm submersible flat copper cable |
| 139 | Double loop Earthing as per site requirement |
| 140 | Main piping & valves as per site requirement |
| 141 | Pressure Gauges as per site requirement |
| 142 | Toolsas per site requirment |
| 143 | Chain pulley block complete. 5 Tone |
| 144 | Rubber resistance sheet of size 1m x 2m x 2.50mm as per IS 15652:2006 |
| 145 | Fire Extinguisher 15 kg (electric fire ABC) |
| 146 | Erection of Pumping Plants as per site requirement |
| 147 | Commissioning of above Pumping Plants . |
| 148 | Testing of Pumping Plant At works as per site requirement |
| 149 | Testing of Pumping Plant At Site |
| 150 | Painting as per site requirement |
| 151 | Transformer (33 KV /0.433 KV) for M.P.S- 500 KVA |
| 152 | Transformer (33 KV /0.433 KV) for I.P.S - Ist 500 KVA |
| 153 | Transformer (33 KV /0.433 KV) for I.P.S -IInd500 KVA |
| 154 | Cost of supply ofone no. Suitable capacityPCVCB module for Incomer and two nos load break switch module for out going to transformer etc complete. 33 KV, 25 KA, 630 Amp.with disc insulater, electric arc protection suit 40 cal, copper plate earthing including HT cable. |
| 155 | Earthing of transformers at each stage as per site requirement. |
| 156 | TPMP isolator -33 KV, 800 amp, 25Ka with installation & 2 nos copper earthing |
| 157 | Installation & testing of transformers |
| 158 | Fencing of transformers & HT Panel etc. at different stages |
| 159 | Electrification of pump houses and campus as per site requirement |
| 160 | Integrated(All in one) Solar street light 20 Watt as per site requirement. |
| 161 | AUTOMATION- Providing, Installation and Commissioning of Powder Coated and CNC fabricated electric control panel for Automation System of 14 SWCG CRCA sheet thickness and which includes PLC (Programmable logic controller) As per site requirement. |
| 162 | SITC of Bullet Camera as per site requirement. |
| 163 | SITC ofNETWORK VIDEO RECORDER (NVR) as per site requirement. |
| 164 | SITC of Electromagnetic Flowmeter as per site requirement |
| 165 | SITC ofPressure Transmitter device. |
| 166 | SITC of Ultrasonic Level Transmitter device as per site requirement. |
| 167 | SITC of Control Cabling of all equipment for SCADA Automation. |
| 168 | Actuator Panel(for 2 nos Actuator) |
| 169 | Valve Actuator for 150 mm dia valve. As per site requirement. |
| 170 | O&M- After testing & commissioning of scheme running & maintenance of scheme by running pumping plant for 16 hrs per day (for a period of 12 months or complete Distribution line testing of civilworks which over later ) including supply of skilled O&M staff, account maintenance including supply of all materials, labour, T&P etc. complete but excluding electricity charges for pumping of water. |