Sales : +91-777 804 8217
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 08-05-2025 | Addendum8 | Date | 13-05-2025 |
| 2 | 01-05-2025 | Addendum 7 | Date | 07-05-2025 |
| 3 | 24-04-2025 | Addendum-6 | Date | 01-05-2025 |
| 4 | 17-04-2025 | Addendum5 | Date | 23-04-2025 |
| 5 | 09-04-2025 | Addendum4 | Date | 16-04-2025 |
| 6 | 03-04-2025 | Due date extension | Date | 08-04-2025 |
| 7 | 17-03-2025 | Addendum-2 | Date | 02-04-2025 |
| 8 | 06-03-2025 | Addendum-1 | Date | 15-03-2025 |
| Sl. No. | Item Description |
| 1 | GST % for the tender Please select the rate of GST in cell AY13. Rate selected shall be applicable for the entire BoQ. |
| 2 | MECH-SUPPLY |
| 3 | Supply and delivery of Spiral Wound Metallic Gaskets as per technical specifications from approved vendors specified in tender docum ent: |
| 4 | 14\" SWMG ANSI 150# |
| 5 | 12\" SWMG ANSI 150# |
| 6 | 10\" SWMG ANSI 150# |
| 7 | 8\" SWMG ANSI 150# |
| 8 | 6\" SWMG ANSI 150# |
| 9 | 4\" SWMG ANSI 150# |
| 10 | 3\" SWMG ANSI 150# |
| 11 | 2\" SWMG ANSI 150# |
| 12 | 1\" SWMG ANSI 150# |
| 13 | 36\" SWMG ANSI 600# |
| 14 | 24\" SWMG ANSI 600# |
| 15 | 18\" SWMG ANSI 600# |
| 16 | 16\" SWMG ANSI 600# |
| 17 | 14\" SWMG ANSI 600# |
| 18 | 6\" SWMG ANSI 600# |
| 19 | 4\" SWMG ANSI 600# |
| 20 | 3\" SWMG ANSI 600# |
| 21 | 2\" SWMG ANSI 600# |
| 22 | 1\" SWMG ANSI 600# |
| 23 | Supply and delivery of Steel Fasteners as per technical specifications from approved vendors specified in tender document. |
| 24 | Fasteners for Flanges 16\"/14\" x 150#(1.000\"Dia. X 6.00\" Length) |
| 25 | Fasteners for Flanges 12\" x 150#(0.875\"Dia. X 5.50\" Length) |
| 26 | Fasteners for Flanges 10\" x 150#(0.875\"Dia. X 5.25\" Length) |
| 27 | Fasteners for Flanges 8\" x 150#(0.750\"Dia. X 4.75\" Length) |
| 28 | Fasteners for Flanges 6\" x 150#(0.750\"Dia. X 4.50\" Length) |
| 29 | Fasteners for Flanges 4\" x 150#(0.625\"Dia. X 4.00\" Length) |
| 30 | Fasteners for Flanges 3\" x 150#(0.625\"Dia. X 4.00\" Length) |
| 31 | Fasteners for Flanges 2\" x 150#(0.625\"Dia. X 3.75\" Length) |
| 32 | Fasteners for Flanges 1\" x 150#(0.500\"Dia. X 3.00\" Length) |
| 33 | Fasteners for Flanges 36\" x 600#(2.500\"Dia. X 17.75\"Length) |
| 34 | Fasteners for Flanges 24\" x 600#(1.875\"Dia. X 14.25\"Length) |
| 35 | Fasteners for Flanges 20\"/18\" x 600#(1.625\"Dia. X 12.75\"Length) |
| 36 | Fasteners for Flanges 16\" x 600#(1.500\"Dia. X 11.00\"Length) |
| 37 | Fasteners for Flanges 14\" x 600#(1.375\"Dia. X 11.00\"Length) |
| 38 | Fasteners for Flanges 6\" x 600#(1.000\"Dia. X 7.50\" Length) |
| 39 | Fasteners for Flanges 4\" x 600#(0.875\"Dia. X 6.50\" Length) |
| 40 | Fasteners for Flanges 3\" x 600#(0.750\"Dia. X 5.50\" Length) |
| 41 | Fasteners for Flanges 2\" x 600#(0.625\"Dia. X 4.75\" Length) |
| 42 | Fasteners for Flanges 1\" x 600#(0.625\"Dia. X 4.00\" Length) |
| 43 | Supply and delivery of Steel Flanges as per technical specifications from approved vendors specified in tender document: |
| 44 | 14\", WNRF FLANGE, ANSI - 150#(B 16.5) |
| 45 | 12\", WNRF FLANGE, ANSI - 150#(B 16.5) |
| 46 | 10\", WNRF FLANGE, ANSI - 150#(B 16.5) |
| 47 | 8\", WNRF FLANGE, ANSI - 150#(B 16.5) |
| 48 | 6\", WNRF FLANGE, ANSI - 150#(B 16.5) |
| 49 | 4\", WNRF FLANGE, ANSI - 150#(B 16.5) |
| 50 | 3\", WNRF FLANGE, ANSI - 150#(B 16.5) |
| 51 | 2\", WNRF FLANGE, ANSI - 150#(B 16.5) |
| 52 | 1\", WNRF FLANGE, ANSI - 150#(B 16.5) |
| 53 | 36\", WNRF FLANGE, ANSI - 600#(B 16.5) |
| 54 | 24\", WNRF FLANGE, ANSI - 600#(B 16.5) |
| 55 | 18\", WNRF FLANGE, ANSI - 600#(B 16.5) |
| 56 | 16\", WNRF FLANGE, ANSI - 600#(B 16.5) |
| 57 | 6\", WNRF FLANGE, ANSI - 600#(B 16.5) |
| 58 | 4\", WNRF FLANGE, ANSI - 600#(B 16.5) |
| 59 | 3\", WNRF FLANGE, ANSI - 600#(B 16.5) |
| 60 | 2\", WNRF FLANGE, ANSI - 600#(B 16.5) |
| 61 | 1\", WNRF FLANGE, ANSI - 600#(B 16.5) |
| 62 | 14\", SORF FLANGE, ANSI - 150#(B 16.5) |
| 63 | 12\", SORF FLANGE, ANSI - 150#(B 16.5) |
| 64 | 10\", SORF FLANGE, ANSI - 150#(B 16.5) |
| 65 | 8\", SORF FLANGE, ANSI - 150#(B 16.5) |
| 66 | 6\", SORF FLANGE, ANSI - 150#(B 16.5) |
| 67 | 4\", BLRFFLANGE, ANSI - 150#(B 16.5) |
| 68 | 3\", BLRFFLANGE, ANSI - 150#(B 16.5) |
| 69 | 2\", BLRFFLANGE, ANSI - 150#(B 16.5) |
| 70 | 1\", BLRFFLANGE, ANSI - 150#(B 16.5) |
| 71 | 24\", BLRFFLANGE, ANSI - 600#(B 16.5) |
| 72 | 6\", BLRFFLANGE, ANSI - 600#(B 16.5) |
| 73 | 4\", BLRFFLANGE, ANSI - 600#(B 16.5) |
| 74 | 3\", BLRFFLANGE, ANSI - 600#(B 16.5) |
| 75 | 2\", BLRFFLANGE, ANSI - 600#(B 16.5) |
| 76 | 1\", BLRFFLANGE, ANSI - 600#(B 16.5) |
| 77 | Supply and delivery of pipe fittingsas per technical specifications from approved vendors specified in tender document: |
| 78 | 4\"x3\" 600#UnEqual Tee |
| 79 | 4\"x2\" 600#Unequal Tee |
| 80 | 4\"x1\" 600#Unequal Tee |
| 81 | 3\"x2\" 600#Unequal Tee |
| 82 | 3\"x1\" 600#Unequal Tee |
| 83 | 2\"x1\" 600#Un Equal Tee |
| 84 | 4\" 150#Equal Tee |
| 85 | 3\" 600#Equal Tee |
| 86 | 2\" 600#Equal Tee |
| 87 | 1\" 600#Equal Tee |
| 88 | 14\" ANSI 150#90 deg LR Bends |
| 89 | 12\" ANSI 150#90 deg LR Bends |
| 90 | 10\" ANSI 150#90 deg LR Bends |
| 91 | 8\" ANSI 150#90 deg LR Bends |
| 92 | 6\" ANSI 150#90 deg LR Bends |
| 93 | 4\" ANSI 150#90 deg LR Bends |
| 94 | 24\" 600#90 deg LR Bend |
| 95 | 18\" 600#90 deg LR Bend |
| 96 | 4\" ANSI 600#90 deg LR Bends |
| 97 | 3\" ANSI 600#90 deg LR Bends |
| 98 | 2\" ANSI 600#90 deg LR Bends |
| 99 | 1\" ANSI 600#90 deg LR Bends |
| 100 | 10\" ANSI 150#45 deg LR Bends |
| 101 | 8\" ANSI 150#45 deg LR Bends |
| 102 | 6\" ANSI 150#45 deg LR Bends |
| 103 | 4\" ANSI 150#45 deg LR Bends |
| 104 | 3\" ANSI 600#45 deg LR Bends |
| 105 | 2\" ANSI 600#45 deg LR Bends |
| 106 | 1\" ANSI 600#45 deg LR Bends |
| 107 | 4\"x3\" x Concentric Reducer X 600# |
| 108 | 4\"x2\" x Concentric Reducer X 600# |
| 109 | 3\"x2\" x Concentric Reducer x 600# |
| 110 | 3\"x1\" x Concentric Reducer x 600# |
| 111 | 2\"x1\" x Concentric Reducer x 600# |
| 112 | 2\" 3000Class St. NIPPLE |
| 113 | 1\" 3000Class St. NIPPLE |
| 114 | 1\" 3000Class HALF COUPLING |
| 115 | 6\" ON 24\" WELD-O-LET,3000Class, ASME B16.11 |
| 116 | 4\" ON 14\" WELD-O-LET,3000Class, ASME B16.11 |
| 117 | 3\" ON 36\" WELD-O-LET,3000Class, ASME B16.11 |
| 118 | 3\" ON 24\" WELD-O-LET,3000Class, ASME B16.11 |
| 119 | 3\" ON 18\" WELD-O-LET,3000Class, ASME B16.11 |
| 120 | 3\" ON 12\" WELD-O-LET,3000Class, ASME B16.11 |
| 121 | 2\" ON 36\" WELD-O-LET,3000Class, ASME B16.11 |
| 122 | 2\" ON 24\" WELD-O-LET,3000Class, ASME B16.11 |
| 123 | 2\" ON 14\" WELD-O-LET,3000Class, ASME B16.11 |
| 124 | 2\" ON 12\" WELD-O-LET,3000Class, ASME B16.11 |
| 125 | 2\" ON 18\" WELD-O-LET,3000Class, ASME B16.11 |
| 126 | Supply of API 5L PSL2/ASTM A106 Gr.B /A333 pipes as per technical specifications from approved vendors specified in tender documen t . |
| 127 | 4.500\"ODx 0.237\"WT (Sch.STD) ASTM A 106Gr B Bare Pipe |
| 128 | 3.500\"ODx 0.216\"WT (Sch.STD) ASTM A 106Gr B Bare Pipe |
| 129 | 2.375\"ODx 0.218\"WT (Sch.XS) ASTM A 106Gr B Bare pipe |
| 130 | 1.315\"ODx 0.179\"WT (Sch.XS) ASTM A 106Gr B Bare pipe |
| 131 | Supply of IS: 3589, Gr. Fe 410 pipes with factory/ site coated internal coating as per technical specifications from approved vendor s specified in tender document. |
| 132 | 14\" OD x 0.25\" WT IS 3589 FE410Internally coated Pipe |
| 133 | 12.75\" OD x 0.25\" WT IS 3589 FE410Internally coated Pipe |
| 134 | 8.625\" OD x 0.25\" WT IS 3589 FE410Internally coated Pipe |
| 135 | 6.625\" OD x 0.25\" WT IS 3589 FE410Internally coated Pipe |
| 136 | Supply and delivery of following Flame Arrestors as per technical specifications indicated in tender documents: |
| 137 | 2\" Flame Arrester |
| 138 | Supply of Valves at respective stations as per technical specifications from approved vendors in the tender document: |
| 139 | 2\" x ANSI 150#HOV F/F API 6D Ball Valve |
| 140 | 1\" x 800#W/W, A/G, HOV, API 602 GATE VALVE |
| 141 | 2\"x ANSI 600#F/F BS-1873 GLOBE Valve |
| 142 | 2\"x ANSI 150#F/F BS-1873 GLOBE Valve |
| 143 | 1\" x 1\" 600#x150#F/F TRV |
| 144 | 3\" x 150#Dual Plate Check Valve suitable for FW service |
| 145 | 10\" x 150#Dual Plate Check Valve suitable for FW service |
| 146 | \"Supply of Y-type strainer (Cast /Plate Fabricated Body),F/F end connection as per technical specifications indicated in tender do cuments (Each strainer shall be supplied with 1 set of companion WNRF Flanges, Gaskets & Fasteners, 02 Nos. cover Gaskets, 1 sparefi lter element) Y-type Strainer - 12\"\" x ANSI 150#\" |
| 147 | Supply of Y-type strainer(Cast /Plate Fabricated Body),F/F connection, as per below mentioned sizes & rating and flow detail and a sper technical specifications indicated in tender documents. (Each strainer shall be supplied with 1 set of companion WNRF Flanges , Gaskets & Fasteners,02 Nos. cover Gaskets, 1 filter element:- Y-type Strainer 4\" x ANSI 150# |
| 148 | FIRE FIGHTING EQUIPMENT: Supply and delivery of Fire Fighting Equipment as per technical specifications from approved vendors specified in tender document. |
| 149 | Supply of High Volume Long Range HVLR Foam Monitor 750 GPM capacity stand post type with inlet flange of 4\" X 150# |
| 150 | Supply of Stand Post Type double way fire hydrant fitted with 2 Nos of single landing valve complete as per IS: 5290alongwith 4\" x150#WNRF Flange |
| 151 | 75 kg DCPExtinguisher |
| 152 | 9 kg DCPExtinguisher |
| 153 | 6.8 kg CO2Extinguisher |
| 154 | 4.5 kgCO2Extinguisher |
| 155 | Fire Hose Box for keeping 2 Nos. of 15 M Type B delivery hose and one no. jet nozzle |
| 156 | Type B Delivery Hoses of 15 M length bearing IS-636 mark |
| 157 | Jet Nozzles |
| 158 | Universal Nozzle |
| 159 | Water curtain nozzle |
| 160 | FogNozzle |
| 161 | Foam Branch pipe |
| 162 | Foam Trolley - 200/210 litres capacity |
| 163 | Supply of 2 KL foam storage tank of material SS-304/ SS-316 |
| 164 | Pair of Rubber hand gloves for Electrical work bearing IS mark |
| 165 | First Aid Box with Snake serum |
| 166 | Strecher WITH BLANKET |
| 167 | Rescuscitor |
| 168 | Electrical Siren |
| 169 | Hand Operated siren |
| 170 | Water gel blanket |
| 171 | Positive Pressure type self containing Breathing Apparatus |
| 172 | Fire Proximity suit |
| 173 | PA system/ Loudhailer/ megaphone |
| 174 | Red & Green flag (Pairs) 2 nos in each colour |
| 175 | Fire Bucket |
| 176 | Safety Helmet |
| 177 | Explosimeter |
| 178 | Safety Torch |
| 179 | Wind socks |
| 180 | Extinguisher box for 9 kg DCPExtinguishers |
| 181 | Dry Chemical Powder silliconised potassiun bicarbonate type IS marked, pack in 10Kg |
| 182 | CO2cartridge - 200 gm capacity for 9 kg DCP extinguisher |
| 183 | CO2cartridge - 3.2 kg capacity for 75 kg DCP extinguisher |
| 184 | 2.5 kg clean agent extinguishers IS 15683 Marked |
| 185 | Emergency Kit: Supply and delivery of Emergency Kit consisting oflisted emergency equipments as per specification |
| 186 | Supply and delivery of EndFunnels as per technical specifications from approved vendors specified in tender document |
| 187 | 6\" x 2\" ANSI 150#END FUNNEL |
| 188 | Supply and delivery of 20 KL FRPSump tank including all accessories, gaskets, etc as per technical specifications. |
| 189 | TOR fitting complete with Caps, Plugs, O-Rings, Nipple & 2\" 600#full bore threaded ball valve. |
| 190 | RETRACTABLE CORROSION COUPON HOLDER and coupons as per specification |
| 191 | Supply of Water filling Pumping Unit: Vertical Submersible type Motor Driven pumping unit with Spares and Commissioning Services as per technical specifications (Q=30kl/hr, H=40 MCL) |
| 192 | Supply of Spring Loaded Pressure Safety Valve, 4\" x 6\"-150# x 150# F/F as per Technical Specifications. Service: Fire water |
| 193 | MECH-SERVICES |
| 194 | \"MLPU Installation (Motor Driven): Taking delivery of mainline pumping units having electrical motor, horizontal centrifugal pump( to be mounted on a common base plate ), Local control panel, Hydraulic coupling and other auxiliaries and accessories, grouting mate rials etcfrom designated storage lo cation within the Pump Station, shifting and placing the equipments in the pre-constructed fou ndation, carrying out levelling and g routing, aligning the equipment, assembling together of all sub- assemblies, auxiliaries, moun tings, fittings, interconnecting pipingetc., providing assistance for carrying out trial run of motoron no load, coupling the el ectrical motorwith the pump, making fina l alignment, checking and testing of the complete pumping unit and completing the work inall respects in accordance with the drawin gs, manufacturer\"s installation instructions, technical specifications and as per the in struction of the Site Engineer / EIC. Note: 1. The auxiliaries and mountings shall include but not limited to pipe works etc., 2. El ectrical & Instrumentation connections are not included in this item. 3. Weight of equipment is indicative only, Payment shall be do ne based on actual weight of equipment. 4. Grouting material shall be supplied by owner.\" |
| 195 | \"Motor Driven Transfer Pumping Unit Installation: Taking delivery ofMotor Driven Pumping units having electrical motor& centrifu gal pumpand accessories etc,from designated storag e location within the pump/ terminal station, shifting and placing the equipm ents on the pre-constructed foundation, levelling, gr outing and aligning the equipment, assembling together of all sub- assemblies,auxiliaries, mountings, fittings, interconnecting pipi ng etc., carrying out trial run of motoron no load, coupling the electrica l motorwith the pump, making final alignment, checking a nd testing of the complete pumping unit and completing the work in all re spects in accordance with the specification, drawings, manu facturer\"s installation instructions, technical specifications and as pe r the instruction of the Site Engineer / EIC., Note: Electri cal & Instrumentation connections are not included in this item\" |
| 196 | \"Sump Pump Installation:Sump Pump: Sump Pump Installation:, Taking delivery of the following pumping units with electrical motors fr om designated location within stati on premises, shifting/transporting to site, placing over Sump Tank Nozzle, assembling together a ll sub-assemblies, alignment, grouti ng, levelling, checking, providing assistance for taking trial run of electrical motoron no-l oad, coupling the pump& motor, carryi ng out the trial run of the complete unit, testing, making final alignment and completewor k in all respects in accordance with the relevant drawings, manufacturer\"s installation instruction, specifications and instructionsof Site Engineer / EIC. Note: Weight of equipment is indicative only, Payment shall be done based on actual weight of equipment, \"\"Sump Pump\" |
| 197 | \"Engine Driven F/F Pumping Units Installation: Taking delivery of engine driven Fire FightingPumping unit from designated storage location within the pump station, shifting andplacing the equipments on the pre-constructed foundation, levelling, grouting and al igning the equipment, assembling together of al l sub-assemblies, auxiliaries, mountings, fittings, interconnecting piping etc., car rying out trial run of complete unit, making fin al alignment, checking and testing of the complete unit and completing the work in all respects in accordance with the specification , drawings, manufacturer\"s installation instructions, technical specifications andas per the instruction of the Site Engineer / EIC . Note: 1. The auxiliaries and mountings shall include but not limited to pipe wo rks etc. 2. Electrical & Instrumentation connections are not included in this item. \" |
| 198 | \"Motor Driven F/F Jockey Pump Unit Installation: Taking delivery of motordriven Fire Fighting Pumping unit from designated storagelocation within the pumpstation, shifting and placing the equipments on the pre-constructed foundation, levelling, grouting and a ligning the equipment, assembling together of all sub-assemblies, auxiliaries, mountings, fittings, interconnecting piping etc., car rying out trial run of complete unit, making fina l alignment, checking and testing of the complete unit and completing the work in all respects in accordance with the specification, drawings, manufacturer\"s installation instructions, technical specifications and as per the instruction of the Site Engineer / EIC. Note: 1. The auxiliaries and mountings shall include but not limited to pipe work s etc. 2. Electrical & Instrumentation connections are not included in this item. \" |
| 199 | \"Installation of Vertical Submersible type Motor Driven Water filling Pumping Unit: Taking delivery of motor driven Pumping unit from designated storage location within the pumpstation, shifting and placing the equipments on the pre-constructed foundation, leve l ling, grouting and aligning the equipment, assembling together of all sub-assemblies, auxiliaries, mountings, fittings, interconne ct ing piping etc., carrying out trial run of complete unit, making final alignment, checking and testing of the complete unit and c ompleting the work in all respects in accordance with the specification, drawings, manufacturer\"s installation instructions, techn ical specifications and as per the instruction of the Site Engineer / EIC. Note: 1. The auxiliaries and mountings shall include but not limited to pipe works etc. 2. Electrical & Instrumentation connections are not included in this item. \" |
| 200 | \"Above Ground Equipments Installation: Taking delivery of equipments, shifting/transporting within station premises, placing on pre- constructed foundations, assembling tog ether all sub-assemblies, levelling, alignment, grouting, cleaning and flushing by water, dr aining, checking, testing, dressing and making goodof the foundation and completing the work in allrespects in accordance with t he relevant drawings, manufacturer\"s inst allation instruction, specifications and instructions of Site Engineer / EIC., Note: Weigh t of equipment is indicative only, Payment shall be done based on actual weight of equipment \" |
| 201 | Scrapper Launching/ Receiving Barrel along with all accessories, JIB Crane, PIG handling tray, etc as applicable. |
| 202 | Single Basket Type Strainers/ Y-type strainers. |
| 203 | \"Sump Tank Installation: Taking delivery of Sump tank from designated godown / stockpile, shifting/ transporting within station prem ises, placing on pre-const ructed foundation, installation of auxiliary mountings and fittings, dressing and making goodof the fou ndation, grouting, cleaning and flushing with water, draining, testing,completing the work in all respects in accordance with the relevant drawings, manufact urer\"s installation instruction, specifications and instructions of Site Engineer / EIC (Foundation workshall be paid separately un der relevant items of Civil works).\" |
| 204 | FRPSump Tank 20Kl capacity |
| 205 | \"Above ground process piping: Taking delivery & transporting of pipes from designated stock pile location /Designated godown bothf rom outside & inside station pr emises. Taking delivery of pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners f rom designated location within s tation premises, transporting the same to site, fabrication and erection of above ground piping inc luding cutting, edge preparation,bending, threading, lining up, welding and installing pipes and pipe fittings, flanges, elbows, e qual and reducing outlet tees,conc entric/eccentric reducers, y-type strainers, drain funnels, vent pipes and tapping for instrument s such as pressure gauges, thermal relief valves, thermowells etc., installing above ground at all elevations connecting with equipm ent nozzles, valves, vessels, in li ne instruments etc., welded and threaded pipe line of different pressure ratings, flushing pipesby water after cleaning by compress ed air, hydrostatic testing of each section to the specified pressure, draining the water, tie- in, final cleaning-up and dispoal of wastes and surpluses including providing all inputs such as labour, material, equipments and co nsumables necessary to perform the wo rk (other than those specifically under taken by the owner in this contract) and completing th e work in all respects in accordance w ith the drawings, specifications and instructions of Site Engineer / EIC. Thickness and Gradementioned in the item are for |
| 206 | 24\" OD x 0.375\"/0.438\"WT APL 5L |
| 207 | 18\" OD x 0.375\"/0.438\"WTAPL 5L |
| 208 | 16\" OD x 0.375\"/0.438\"WTAPL 5L |
| 209 | 4.5\" OD x 0.237\"WT ASTM A 106Gr B/A333 |
| 210 | 3.5\" OD x 0.216\"WT ASTM A 106Gr B /A333 |
| 211 | 2.375\"OD x 0.218\"WT ASTM A 106 Gr B /A333 |
| 212 | 1.315\"OD x 0.179\"WTASTM A 106Gr B /A333 |
| 213 | \"Under ground piping for Process piping (with PU/3LPE Coating):Taking delivery of bare Pipes, pipe fittings, steel flanges, spiral woundmetallic gaskets & fasteners from designated location within station premises transporting the same to site, fabrication and er ection of underground piping including cutting, edge preparation, bending, threading, lining up and welding, excavating, trenchin g i n all kind of soil to specific depths as indicated in drawings and installing pipes and all types of pipe fittings like flanges,elb ows, equal and reducing outlet tees, concentric/eccentric reducers, drain funnels, vent pipe and tapping for instrument such aspess ure gauges, thermal relief valves, thermowells etc., underground at elevations indicated in the drawing connecting with equipm ent no zzles, valves, vessels, in-line instruments etc.,Cleaning exposed steel surfaces of Bare Pipes, Pipe Joints, Fittings, Flange s,equip ment and valves etc. by sand blasting or with power wire brush (wherever sand blast cleaning is not possible) free of dust, grease, mill scales etc. and applying single layer polyurethane coating(PU) using 100% solvent free elastomeric plyurethane/ liquid epoxy, with approved materials,Equipment etc, holiday detection of the coating, cleaning of coated pipes by water flushing after cle aning b y compresed air,hydrostatic testing of each section to the specified pressure, draining the water, tie-in, back filling, res torationof site final cleaning up and disposal of |
| 214 | 24\" OD x 0.375\"/0.438\"WT APL 5L |
| 215 | 18\" OD x 0.375\"/0.438\"WTAPL 5L |
| 216 | 4.5\" OD x 0.237\"WT ASTM A 106Gr B/A333 |
| 217 | 3.5\" OD x 0.216\"WT ASTM A 106Gr B /A333 |
| 218 | 2.375\"OD x 0.218\"WT ASTM A 106 Gr B /A333 |
| 219 | 1.315\"OD x 0.179\"WTASTM A 106Gr B /A333 |
| 220 | Above ground internal epoxy coated pipe for Fire Water Services: (with internal epoxy coating at welding joints, fittings and flanges), Taking delivery of internal epoxy coatedpipes, pipe fittings, steel flanges, spiral wound metallicgaskets & fasteners from d esignated location within station premises, transporting the same to site, fabrication and erection of above ground piping includi ngcutting,edge preparation, bending, threading, lining up, welding and installing pipes and pipe fittings, flanges,elbows, equ al and reducing outlet tees, concentric/eccentric reducers, y-type strainers, drain funnels, vent pipes and tapping for instruments suc h as pressure gauges, thermal relief valves, thermowells etc., installing aboveground atallelevations connectingwith e qu ipment nozzles, valves, vessels, in line instruments etc., welded and threaded pipe line of different pressure ratings, flushing pip es by water after cleaning by compressed air, hydrostatic testing of each section to the specified pressure, draining the water,tie -in, final cleaning-up and disposal of wastes and surpluses including providing all inputs such as labour, material, equipmentsand consumables necessary to perform the work (other than those specifically under taken by the owner in this contract).The scope s hall also include cleaning of internal surface of pipes conforming to SSPC SP-10 at all location where coating has been distroyed du e to welding and repairing the internal surface by |
| 221 | 14\" OD x 0.250\"WT IS3589 FE410 Pipe |
| 222 | 12.75\"ODx 0.250\"WT IS3589 FE410 Pipe |
| 223 | 10.75\"ODx 0.250\"WT IS3589 FE410 Pipe |
| 224 | 8.625\"ODx 0.250\"WT IS3589 FE410 Pipe |
| 225 | 6.625\"ODx 0.250\"WT ASTMA 106Gr B Pipe FW |
| 226 | 4.5\" ODx 0.237\"WT ASTMA 106Gr B Pipe FW |
| 227 | 3.5\" OD x 0.216\"WT ASTM A 106Gr B FW |
| 228 | 2.375\"OD x 0.218\"WT ASTM A 106 Gr B-FW |
| 229 | \"\"\"Under ground piping for Fire Water Piping (with external PU/3LPE Coating and internal epoxy coating at welding joints, fittings a nd flanges): Taking delivery of internal coated Pipes, pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from de signated location within station premises, transporting the same to site, fabrication and erection of underground piping includin g c utting, edge preparation, bending, threading, lining up and welding, excavating, trenching in all kind of soil to specific depth s asindicated in drawings and installing pipes and all types of pipe fittings like flanges, elbows, equal and reducing outlet tees , concentric/ eccentric reducers, drain funnels, vent pipe and tapping for instrument such as pessure gauges, thermal relief valve s, ther mowells etc., underground at elevations indicated in the drawing connecting with equipment nozzles, valves, vessels, in-lineinstrum ents etc.,Cleaning exposed steel surfaces of Bare Pipes, Pipe Joints, Fittings, Flanges,equipment and valves etc. by sand b lasting o r with power wire brush (wherever sand blast cleaning is not possible) free of dust, grease, mill scales etc. and applying100%solv ent free elastomeric plyurethane (PU)/ liquid epoxy on external surface, with approved materials, Equipment etc, holidaydetection o f the coating, cleaning of internal surface of pipes conforming to SSPC SP-10 at all location where internal coating ha s been distro yed due to welding and repairing the internal surface\" |
| 230 | 14\" OD x 0.250\"WT IS3589 FE410 Pipe |
| 231 | 12.75\"ODx 0.250\"WT IS3589 FE410 Pipe |
| 232 | 10.75\"ODx 0.250\"WT IS3589 FE410 Pipe |
| 233 | 8.625\"ODx 0.250\"WT IS3589 FE410 Pipe |
| 234 | 6.625\"ODx 0.250\"WT IS3589 FE410 Pipe |
| 235 | 4.5\" ODx 0.237\"WT ASTMA 106Gr B Pipe |
| 236 | 3.5\" ODx 0.216\"WT ASTMA 106Gr B Pipe |
| 237 | 2.375\"OD x 0.218\"WT ASTM A 106 Gr B Pipe |
| 238 | \"Installation of Valves: Taking delivery of valves of all types and pressure rating from the designated location within station prem ises, transporting the sa me to site, erecting above ground on pre-constructed foundations or underground including earth work in ex cavation and filling for u nder ground valves at elevations specified in the drawings, priming and painting of above ground valves, PU Painting of under groundportions (if applicable) including all inputs, labour, material and consumable (other than those specif ically undertaken to be supp lied by the owner) and completing the work in all respects in accordance with the drawings, manufacture r\"s installation instructionsand specifications and instructions of the Site Engineer / EIC. Note: Payment for conctruction of fou ndations shall be done seprately as per relevant SORitem.\" |
| 239 | Process: |
| 240 | 36\"x 600#, MOV, F/F API 6D Ball Valve |
| 241 | 24\"x 600#, MOV, F/F API 6D Ball Valve |
| 242 | 18\"x 600#, MOV, F/F API 6D Ball Valve |
| 243 | 3\" ANSI 600#HOV F/F API 6D Ball Valve |
| 244 | 2\" x ANSI 600#HOV F/F API 6D Ball Valve |
| 245 | 2\" x ANSI 600#HOV W/W API 6D Ball / Ball Valve |
| 246 | 2\" ANSI 150#HOV F/F API 6D/ API 600 Ball Valve |
| 247 | 1\" x ANSI 800#HOV W/W API 602 Gate Valve |
| 248 | 24\" x 600#API 6D SWING CHECKVALVE, W/W, U/G |
| 249 | 24\" x 600#API 6D SWING CHECKVALVE, F/F, A/G |
| 250 | 24\" x 600#CONTROLVALVE, FF, A/G |
| 251 | 24\" x 600#GLOBE VALVE, FF, A/G |
| 252 | 2\" x 600/150#GLOBE VALVE, FF, A/G, BS1873 |
| 253 | 1\" x 1\"Thermal Relief Valve (TRV) F/F ANSI600#x 150# |
| 254 | Fire water service |
| 255 | 14\"x ANSI 150# HOV F/F API 600 Gate Valve |
| 256 | 12\"x ANSI 150# HOV F/F API 600 Gate Valve |
| 257 | 10\"x ANSI 150# HOV F/F API 600 Gate Valve |
| 258 | 8\"x ANSI 150 # HOV F/F API 600 Gate Valve |
| 259 | 6\"x ANSI 150 # HOV F/F API 600 Gate Valve |
| 260 | 4\"x ANSI 150 # HOV F/F API 600 Gate Valve |
| 261 | 3\"x ANSI 150 # HOV F/F API 600 Gate Valve |
| 262 | 2\"x ANSI 150 # HOV F/F API 600 Gate Valve |
| 263 | 10\"x ANSI 150# F/F BS 1868Swing Check/ Dual plate check Valve |
| 264 | 3\"x ANSI 150 # F/F BS 1868Swing Check/ Dual plate check Valve |
| 265 | 4\" x 6\" Pressure relief valve (PRV) F/F ANSI 150#x 150# |
| 266 | \"Radiographic Inspection: Inspection of welding by Digital Radiography (CR) or by conventional film radiographic method on all types of piping including processing of images/ films and interpreting the results of weld quality and reporting the same to the Site En gineer together with recommendations as to the acceptability or otherwise of the welds, submitting the finished radiographic filmsasmay be approved or directed by Engineer-in-Charge inclusive of supply of all pesonnel, labour, materials, equipment, consumable , in puts, etc. and providing all services complete in all respects as envisaged in the contract documents. Note: i)Payment will b e on the basis of number of welds of the respective size radiographed and shall be all inclusive for the complete job of radiographi c inspection as envisaged in the contract document. ii)Radiography not involving full girth weld will be paid at 50% of the rate f or full girth weld for the respective size. iii)For set-on type branch welding, the rate for radiography will be as applicable to the branch pipe size. iv)Repeat radiography of individual welds due to defective films or repair of welds shall be done at contrac tor\"s cost. v) In case where radiography is not possible, verification by utrasonic testing shall be done at contractors cost., vi) Magenetic particle inspection as and where required shall be done at Contractors cost. vii) In case of conventional film radiography , all films shall be digitised and submitted to EIC/ Site Engineer in USB |
| 267 | 36\" NB Pipe Joints RT |
| 268 | 24\" NB Pipe Joints RT |
| 269 | 18\" NB Pipe Joints RT |
| 270 | 16\" NB Pipe Joints RT |
| 271 | 14\" NB Pipe Joints RT |
| 272 | 12\" NB Pipe Joints RT |
| 273 | 10\" NBPipe Joints RT |
| 274 | 8\" NBPipe Joints RT |
| 275 | 6\" NBPipe Joints RT |
| 276 | 4\" NBPipe Joints RT |
| 277 | 3\" NBPipe Joints RT |
| 278 | 2\" NBPipe Joints RT |
| 279 | 1\" NBPipe JointsRT |
| 280 | Dismantling of Structures: Dismantling by opening joints or by gas cutting/ cold cutting (wherever required as per site condition) of existing steel structural such as support for pipes, pipe fittings, valves, plate forms, walkways, stairways etc. including excav a tion work wherever required handling, loading into truck for purpose of weighing, shifting to the designated location within the p ump station premises and handing over, completing the workin all respect as per drawings, instruction of the Site Engineer / EIC . |
| 281 | \"Dismantling of Piping (Aboveground): Dismantling of existing over ground piping works of all types and sizes by opening flange joints or by gas cutting/ cold cutting or any other approved suitable means without damaging other portions of work. The job includes e v acuation of the contents of the piping, cutting the pipes to required sizes as directed, taking out valves, flanges, tees, bends, ga skets nuts, bolts etc. attached supports alongwith any instruments such as pressure gauge, temperature gauge etc. handling, trans por ting and storing at owner\"s designated store in safe manner to avoid damage including supply of all labour, materials, equipment s, c onsumables etc. necessary to perform and complete the work in all respects as per drawings, instructions of the Site Engineer / EIC(payment shall be made on linear measurement of dismantled piping including bends tees etc.). Note : The contractor shall ind icate the piping system to be dismantled and shall take specific approval from the Site engineer befo re dismantling of pipe. Certai n redundant pipes which in the opinion of the Owner need not be retrieived, those items shall not be d ismantelled.\" |
| 282 | \"Dismantling of Piping (Underground): Dismantling the existing under ground piping, locating, retrieving including excavating the proper trenches by cutting the pipes without damaging other portions of work. The job includes evacuation of the contents of the piping, cutting the pipes to required sizes as directed, taking out valves, flanges, tees, bends, gaskets, nuts, bolts etc., handling, t ransporting and storing at owner\"s designated store in safe manner to avoid damage including supply of all labour, materials, equi pm ent consumables etc. necessary to perform and complete the work in all respects as per drawing, instructions of the Site Engineer/ EIC. (Payment shall be made on the linear measurement of dismantled piping including bend, tees, reducers etc.). Note : The contr actor shall indicate the piping system to be dismantled and shall take specific approval from the Site engineer befo re dismantling of pipe.Certain redundant pipes which in the opinion of the Owner need not be retrieived, those items shall not be di smantled.\" |
| 283 | \"Single Cut Joint Hook-up: Cutting (Hot/ Cold cutting) of portion of existing piping, trimming, grinding, bevelling the edges, aligning with/ without addition of spool piece, welding the joint including supply of all inputs such as labour, materials, equipment, c o nsumables etc. necessary to perform and complete the work in all respect as per specification and instruction of the Site Engineer/EIC. Note: The job also include evacuation of product from the piping section after isolating the section and flushing with wate r and itsdisposal.\" |
| 284 | \"Double Cut Joint Hook-up: Cutting (Hot/ Cold cutting) of portion of existing piping upto and including a length of 500 mm, trimming, grinding, bevelling the edges, adding spool piece of required length / tee and the corresponding pipe size, thickness, adjoining a nd welding boththe ends including supply of all inputs such as labour, materials, equipment, consumables etc. necessary to perfo rm and complete the work in all respect as per specification and instruction of the Site Engineer / EIC. Note: The job also include evacuation of product from the piping section after isolating the section and flushing with water and itsdisposal.\" |
| 285 | \"Hook-upof New Piping with existing process Piping : Isolating the section by closing the valve and providing positive isolation w ith the help of suitable plates / spectacle blind, Drai ng of the section, water flushing,Cutting of portion of existing piping of r equired length by Cold cutting machine (to be arraged bycontractor)/ Opening of WNRF/SORF/Blind Flangetrimming, grinding, beveli ng the edges, adding spool piece of required length/ Tee of the corresponding pipe size, thickness, adjoining and welding boththe pipe ends ,orwelding WNRF to pipe and bolting it with sp ool pipe mating flange including supply of all inputs such as labour, mat erials, equipment, consumables etc. necessary to perform an d complete the work in all respect as per specification and instruction of the Site Engineer / EIC. NOTE: i) This is a high precision work which is to be executing in minimum time so reduce operation down time period taking all safety prec autions. Before start of work firm planning to be done in consultaion with EIC/ Site Engineer andcontractor should mobile all requi red resources before start of work. ii) The job also include evacuation of product from the pipi ng section after isolating the section and flushing with water and its d isposal. iii) Prior to start of work Party to preparethe complete scheme of hookup job and submit it to EIC/Site Engineer for approval and should carry out the job as per approved procedu re.\" |
| 286 | Installation of High Volume Long Range Foam Monitor 750 GPM capacity stand post type with inlet flange of 4\" X 150# |
| 287 | Installation of Stand Post Type double way fire hydrent fitted with 2 Nos of single landing valve complete as per IS: 5290alongwit h4\" x150#WNRF Flange |
| 288 | \"Piping Modification: Carrying out modification in already fabricated and/ or erected pipe due to change in drawing or as required b y site condition,tak ing delivery of pipe, pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designatedlocation within statio n premises, transporting the same to site, cutting of pipe and / or weld joint , edge preparation, bending, lining up, welding and i nstalling pipes and pipe fittings, flanges, elbows, equal and reducing outlet tees, concentric/eccentric re ducers, y- type strainers,drain funnels, vent pipes and tapping for instruments such as pressure gauges, thermal relief valves, th ermowells etc., installing above ground at all elevations connecting with equipment nozzles, valves, vessels, in line instruments et c., welded and threaded pip e line of different pressure ratings, flushing pipes by water after cleaning by compressed air, hydrosta tic testing of each section to the specified pressure, draining the water, tie-in, final cleaning-up and dispoal of wastes and surpl uses including providing allinputs such as labour, material, equipments and consumables necessary to perform the work (other than those specifically under take n by the owner in this contract) and completing the work in all respects in accordance with the drawin gs, specifications and instruc tions of Site Engineer / EIC. (Item is to be operated uponapproval of SIte Enginner, Item covers on ly modification / rework jobs.) Payment as per actual inch-dia. (ID) welding.\" |
| 289 | Flexibility and piping stress analysis of station piping as per specification (Tank farm piping, Firewater header, All Station piping not covered under Tank farm piping). The scope of analysis shall include all existing station/ tank farm/ firewater piping and pr o posed piping under this project. |
| 290 | Network Analysis: Model Building and Flow Analysis by using Pipenet/Sprink/Flowmaster Software, suggesting the requirement of orifice plate for flow and pressure control, preparation of reports, schematic drawings, recommendations and suggesting the pipe sizes inthe fire water netwrok so that the fire fighting system meets the requirement of OISD 117,latest Edition. Completing the work in al l respect as per the defined scope of work and instructions of Site Engineer/EIC. |
| 291 | Development of As Built Drawings, Data Sheets etc.: Development of as built drawings, data sheets, system details covering all additional facilities incorporated under this project in the station and furnishing them as reference document. Additionally, electroniccopy of the documents shall also be furnished in USB drives to EIC/ Site Engineer |
| 292 | MECH-COMPOSITE |
| 293 | Supply and Erection of Structural Steel: Supplying at site, steel structural items such as steel plates, bars, MS gratings, chequered plates, angles, beams channels, commercial quality heavy pipes, C.I. Rollers, bolts & nuts, washers, grouting bolts, padding plat e s etc., fabrication and erection of saddle supports and other type of supports for pipes manifolds and valves, fabrication and ere ct ion of platforms walkways, stairways etc., sand blast/ power brush cleaning, priming and painting the finished structures includi ng supply of all other inputs such as labour, materials, consumable etc. necessary to perform and complete the work in all respect, in accordance with drawings, specifications and instructions of the Site Engineer / EIC. |
| 294 | \"Supply and Erection of Electroforged Grating Supplying at site, steel structural items such as steel plates, bars, fabrication of g ratings by electroforged method,after comple te fabrication entire gratings shall be Hot Dip galvanized, gratings shall be normanyof size 810mm X 250mm for steps and 1200mm X 1 000 mm or 810mm X 1000mm for platforms / walkways, or any size as advised by EIC. Placing gratings in a replaceable mannerbolting w ith base frame of ISA by suitable GI clamps and GI fasteners, including supply of all other inputs such as labour, materials, consum able etc. necessary to perform and complete the work in all respect, in accordanc e with drawings, specifications and instructions ofthe Site Engineer / EIC.\" |
| 295 | \"Supply and Erection of GI Structural Supplying at site, GI structural items such as flat, bars, chequered plates, angles, beams cha nnels, commercial quality pipes,bolts & nuts, washers, grouting bolts, fabrication and erection of various structures items includin g supply of all other inputs such as l abour, materials, consumable etc. necessary to perform and complete the work in all respect, in accordance with drawings, specificat ions and instructions of the Site Engineer / EIC.\" |
| 296 | External Painting of Piping/ Equipment: Surface preparation of piping, equipment and valves etc. by abrasive blast cleaning or with power wire brush (wherever blast cleaning is not possible) confirming to SA 2.5, making the surface free of dust, grease, mill scales etc., application of 1 coat x 50-75microns DFT ofInorganic Zinc Ethyl Slicate Primer, followed by application of sealer coat of30 micron DFT and intermediate coat of 150 micron DFT with surface tolerant epoxy mastic paint and 2 coats x 50 micron each DFT of Isocynate Aliphatic Poly Urethene (PU) by airless spray, with approved materials, paints, tools, tackles, consulambles, non-consu mab les, labour, equipment etc. to complete the job in all respects as per specification and instructions of the Site Engineer / EIC . Th e total DFT shall be minimum 330microns. |
| 297 | High intensity Prismatic reflective radium stickers: Lettering of any Fontsize, type, language, etc. for Monograms/ Symbols/ Diagr a ms/ References/ Instructions/ Messages, etc. by application of approved make High intensity Prismatic reflective radium stickers a s per direction of EIC/ Site Engineer. |
| 298 | \"Internal Coating of pipes with solvent free epoxy (min. 600 microns) including surface preparation by abrasive blasting, supply of approved materials, tools, tackles, comsumables, labour, equipment etc. and completing the job in all respects as per specification and instructions of the Site Engineer / EIC. Note: This item will be used to coat Owner supplied bare pipes for making them suitablefor firewater service.\" |
| 299 | PU /liquid epoxy Coating of under ground piping: Cleaning exposed steel surfaces of piping, equipment and valves etc. by abrasive blasting or with power wire brush (wherever sand blast cleaning is not possible) free of dust, grease, mill scales etc.and applyingsingle layer polyurethane coating(PU) using 100%solvent free elastomeric plyurethane/ liquid epoxy, with approved materials, labo ur , equipment etc. and completing the job in all respects as per specification and instructions of the Site Engineer / EIC. |
| 300 | HOT/ EOT CRANE:Design, manufacture, inspection & testing at manufacturer\"s works and supply ofHOT/ EOT cranes (having main girde rbeam with box type construction) as per specifications, taking delivery, shifting / transporting within the pumpstation premise s a nd erecting on the shed Girder, assemblies / sub-assemblies, auxiliaries, girders etc, aligning checking for free movement of th e crane from one end to other and cross movement, cleaning by sand blasting, priming, painting as per painting schedule testing of t he crane with specified load in presence of the manufacturer\"s representative including providing all labours, materials, equipmentsandconsumables necessary to perform and complete the works in all respects as per specifications, drawings and instructions of Si te En gineer / EIC. The scope of supply shall also include supply of Long Travel Girder Beam suitable for the shed/ buidling. |
| 301 | EOT CRANE:15 Ton capacity EOT crane for Mainline pumpshed. Span: Approx.18m,Long travel: Approx. 38.25m. Note: The exact spa n and travel length shall be finalised during detailed engineering. |
| 302 | HOT CRANE:5 Ton capacity HOT crane for workshop/ store building/ fire pumpshed. Note: The exact span and travel length shall be finalised during detailed engineering. |
| 303 | Supply Fabrication and Installation of temporary conical pumpstrainer as per specifications: |
| 304 | Temporary Conical Strainer, 24\" Mesh Size 40/ 30/ 20/ 10 as per instruction of EIC/ Site Engineer. |
| 305 | Supply and installation of 10 kls capacity skidmounted Oil Water Separator: Designing, detailing,supplying, construction, erection,testing & commissioning including all Civil, Structural, Mechanical, Electrical & Instrumentation works of OWSof 10 kls./hr. capac it y and having primary, multi media and coalescer filtration with Flame Prooftype equipment alongwith Oil content meter (Flame pr oof type).The item includes , supply of 1 pumpeach of oil & water, underground collection tanks, preparation of foundation, all pi ping and all activities in connection with erection including hooking up with incoming effulent pipe to the system & outgoing water line & commissioning including supervision/ field service charges etc. in all respect. The scope also includes supplying, laying & t ernin ation at bothends of power cable for electrical pumpof OWSsystem from owner\"s MCC roomto OWS,providing protection sh ed (steel s tructire & covered sheet for OWS)which should also include shed for panels, oil content meter, compressor & pump. The di stance betwe en MCC room to OWSis approx.200 meters. Note: This also includes obtaining statuatory clearance from state authority as per the nor ms applicable. |
| 306 | Supply and installation of Safety Shower & Eye-Wash as per drawing/ instruction of EIC |
| 307 | Copper Strips/ Flats for Jumpers for Flanged Joints of the Product Process Piping:Supply and Installation of one copper jumper perflanged joint across the flanged joints for valves, spool piece, branch offs etc., of product process piping,The job includes cutting drilling of holes of required size in the copper strips/ flats for bolting purpose and complete the works in all respects as p e r specifications & drawings and instructions of Site Engineer/ EIC.Note:- Copper jumpers shall be installed in all the flanged j oi nts of Product Process piping only and not in fire water lines. |
| 308 | 30 - 50 mm wide x 1 mm thick Copper strip |
| 309 | Supply and installation of SSsampling point as per drawing/ instruction of EIC |
| 310 | Construction of Water Storage Tank (CONEROOF VERTICAL TYPE): 14 m dia x 10.5m height, 1600KL CAPACITY |
| 311 | Design, Fabrication, Supply and installation of 20 KL aboveground Steel tank as per technical specifications for storage of Diesel f uel. |
| 312 | ELE-SUPPLY |
| 313 | SAFETY EQUIPMENT Supplying the following Safety Equipment as per directions of Site Engineer / Engineer-in-Charge complete in all respects including transportation charges: |
| 314 | RUBBERHAND GLOVES:Rubber hand gloves suitable for 11/6.6 KV operation with ISI mark. |
| 315 | Supply and installation of 11/6.6 KV Discharge Rod |
| 316 | Insulating Elastomer mats conforming to IS 15652:2006 of thickness 2.5 mm (Class B) |
| 317 | Supply of fully charged CO2fire extinguishers as per specifications (4.5 kg capacity as per IS: 2878latest) |
| 318 | Supply of fire buckets mounted on stand |
| 319 | ACDB Panel: Supply of ACDB Panel (IP-4X Degree of Protection) with base frame, 200A Bus Bar having incomers and feeders, suitable f or 03 phase/ 01 phase DG supply, of approved make, as indicated in technical specifications and cable entries from Top, complete i nall respects. |
| 320 | Silent Diesel Generating Set - Supply of Silent Type DG set along with processor based AMF system, Industrial Lead-Acid Batteries fo r Starting of DG Set, Acoustic Enclosure, exhaust piping with its support structure, internal fuel tank of 12 hrs. capacity etc., asgiven in the technical specification complete in all respects: Trolly mounted 7.5 KVA, 415V, Three Phase without AMF panel |
| 321 | Flameproof DB: Supply of the flameproof (Ex\"d) and weatherproof (Minimum IP-65)Distribution Boards (with Spares) made up of Cast A l luminium Alloy LM-6 with 125A, TPN busbar, 01 no. 100 Ampere, 4 Pole MCCB suitable for termination of cable of size up to 3.5Cx5 0 sqmm, Aluminium Armoured cable. 01 additional spare entry suitable for 3.5CX50sqmm cable size shall be provided, which shall be pl ug ged with flameproof and weatherproof entry plug. 09 Nos. 32A, 3 Pole/TPN MCBs suitable for termination of 3C x 10 sq.mm., Armoure d c able,02 Nos. 32A, 4 Pole MCBs suitable for termination of 3.5Cx 25 sq.mm. Armoured cable, Breaking capacity of MCB shall be 10 kAfor 1 Sec and shall be C-curve application suitable for motorduty. It shall be certified for application in Zone-I, Gas Gro upIIA & IIB, Temp class T3and shall be of approved make as mentioned in the technical specifications. The item includes supply o f flame proof double compression cable glands of nickel plated brass material for each cable entry 01 no. for cable entry of size upto 3.5C x 50 sq.mm., 02 no for 3.5 C x 25 Sq mm cable, 09 no. for 3Cx10sqmm, Aluminium armoured cable. Cable dimensions shall b e provided at drawings approval stage. Supply shall be as per technical specifications of flameproof DB attached with supply specifi cations. |
| 322 | VCB PANEL: 11 KV incoming cumoutgoing single panel board having feeder of rating 11 KV, 630Amps, 25 kA for 1 sec with Marshalling box etc. |
| 323 | TRANSFORMER:160 kVA, 11000/433 V, Vector Group DYn11,Outdoor ONAN Type, 3-Phase Transformer with all accessories as per specificat i ons and with 20 % extra oil (As per IS-1180 latest amendment and efficiency level 3) |
| 324 | ELE-SERVICE |
| 325 | CABLE TRENCH:Excavationin unpaved areas of earth in worksites for conventional cable trenches for a depth upto1.5 metres inc lu ding shoring,strutting etc. (if necessary), backfilling the trench, job complete in all respects,including alllabourandma terials complete asper drawings, specification and directionsofSite Engineer / Engineer-in-Charge |
| 326 | WBM ROAD / CONCRETE BREAKING: WBM Road/concrete breaking for cable trenches including required shoring strutting etc., and repairing of the road/dyketooriginal condition and disposing off excess materials(within thework site) job complete in all respec ts including the cost of labour, tools, materials, load, lifthire charges of equipments, if any, complete asper drawings, spe cification and directionsofSite Engineer / Engineer-in-Charge. |
| 327 | Cable Laying - Layingofall typeof cables LT (PVC / XLPE / Armoured/Unarmoured/Power/ Control/ Signalling) in trenches, in cable racks, in trays, in protective pipes, poles, columns, in conduits, in panels and on structures etc.; including the supply and ins t allation of all required materialssuch as fixingclamps, screws, cable straps, tags, etc. as required (other than the supplyo fthe conduits, cables, pipes, cable racks, trays, poles,structures and panels) complete in all respect, including cost of alll a bour,tools, consumable materials, etc. and cutting the cables in required lengths as per drawings, specification and directionso fSite Engineer / Engineer-in-Charge: |
| 328 | Power cables LT : OD upto20 mm |
| 329 | Power cables LT : OD above 20 mm and upto40 mm |
| 330 | Power cables LT : OD above 40 mm |
| 331 | Power cables HT |
| 332 | Control cables (T&I) : OD upto20 mm |
| 333 | Control cables (T&I) : OD above 20 mm and upto30 mm |
| 334 | Installation, laying of 2 Pair PVC insulated copper conductor un-armoured telephone cables in 16 mm/ 25 mm/ 32 mm PVC conduits from IDFthrough ceiling/ wall/trench and post-laying end to end testing of telephone cables. The job includes supply, installation, fixing of wall mounted telephone socket outlet with 2 port telephone jack face plate (white/ cream colour) including RJ11 I/O with mod ular plate & switch box/ gang box for fixing the face plate & accessories, supply and installation of PVC Conduits, all required m ate rials such as fixing clamps, screws, cable straps, tags etc. as requiredcomplete in all respects as per specifications & scopeof work, drawings and directions of Site Engineer/ Engineer-in- charge including cost of all labour, tools & tackles, materials etc . |
| 335 | Installation, laying of Cat 6 LAN Cables in 16 mm/ 25 mm/ 32 mm PVC conduits from network switch through ceiling/wall/trench and post-laying end to end testing of cables. The job includes supply, installation & fixing of Duplex (2 port) Face plate (Network I/O po i nt) (white/ cream colour) for Local Area Network including RJ45 I/O, modular plate & switch box/ gang box for fixing the face plat e & accessories, supply and installation of PVC Conduits, all required materials such as fixing clamps, screws, cable straps, tags e tc . as required complete in all respects as per specifications & scope of work, drawings and directions of Site Engineer/ Engineer- in- charge including cost of all labour, tools & tackles, materials etc. |
| 336 | Laying of HDPEPipe: Laying of HDPEPipe in trenches/ walls/ concrete structure/ panels etc. as per specifications & drawings & bl ow ing/ laying of Owner supplied Optical Fibre Cable in HDPEpipe, carrying out end to end testing of laid Optical fibre cables by taki ng OTDR traces and submitting the OTDR trace printouts to Site Engineer/ Engineer-in-charge. The job includes the supply and in stall ation of required materials such as fixing clamps, screws, tags etc. as required to complete the job in all respects as per dr awingsand directions of Site Engineer/ Engineer-in- charge including cost of all labour, tools & tackles, test instruments, materi als etc.The job includes handing over the tested cables to the Telecom / Control System Works Contractor in commissioning of LocalArea Net work. |
| 337 | HT SWITCHBOARD (6.6/11 KV) - Erection, Installation including transportation from owner desginated location, testing and commissioning of HT Switch Board consisting of VCB\"s and other accessories including termination of all LT/control cables, installation on fou n dation channels, drilling, cutting, welding, aligning, levelling, grouting, assembling and fitting all accessories / instruments /r elays, relay coordination, CT, PT, Numerical Relay with basic features like O/C, E/F and additional protections etc., connection of 230V Supply / battery bank 110V DC supply, earthing of HT Switchboard, making all the interconnections/ outgoing/incoming LT power& control cable connections including making holes for cable entries as required with materials i.e. WP Cable glands, end lug s, lab our, tools and tackles, consumables etc , asper drawings, specification and directionsofSite Engineer / Engineer-in-Cha rge. (N ote: Commissioning assistance (Only Supervision) shall be provided by the supplier of the HT Switch Board.): |
| 338 | HT Switchboard with more than 10 VCB |
| 339 | Single VCB panel |
| 340 | \"HT Capacitor Bank switcboards of 6.6 kV - Erection, Installation including within site transportation, testing and commissioning of High Voltage (HT) Capacitor Bank switcboards of 6.6 kV consisting of VCB\"s and other accessories including termination of all LT/c o ntrol cables, installation on foundation channels, drilling, cutting, welding, aligning, levelling, grouting, assembling and fitti ngall accessories / instruments / relays, relay coordination, CT, PT, Numerical Relay with basic features like O/C, E/F and additi ona l protections etc., connection of 230V Supply / battery bank 110V DC supply, earthing of HT Switchboard, making all the inte rconne ctions/ outgoing/incoming LT power & control cable connections including making holes for cable entries as required with mate rials i .e. WP Cable glands, end lugs, labour, tools and tackles, consumables etc , asper drawings, specification and directions ofSiteEngineer / Engineer-in-Charge. (Note: Commissioning assistance (Only Supervision) shall be provided by the supplier of theHT capac itor Switch Board.): 6.6 kV, above 800and upto3000kVAR capacitor bank\" |
| 341 | \"HT Motor (6.6/11 KV) - Installation, testing and commissioning of owner supplied, 3-Phase Squirrel Cage, HT induction Motors & Local speed Controller (if provided). The job includes execution of terminal connections with HT/LT power and control cables , earthingof Motor / Local speed controller, armour of all the cables etc., with materials i.e. FLP/WP Cable glands, end lugs, labour, tools a nd tackles, consumables etc , asper drawings, specification and directionsofSite Engineer / Engineer-in-Charge. (Note: Commi ss ioning assitance (Only Supervision) shall be provided by the supplier of the pumping unit.): HT Motor rating 1500KW and above\" |
| 342 | \"Variable Frequency Drives: Installation including transportation from owner desginated location, testing and commissioning of ownersupplied Variable frequencydrives on foundation channels including aligning, levelling, grouting etc., Making all the inter- conn ections with HT Breakers,ho t standby PLCof VFD system & Motors for incoming/outgoing/ Power / control cables (All as applicable ). Making holes for cable ent ries, if required and blinding the spare cable entry holes, with materials i.e. WP Cable glands, end l ugs, earthing of VFD board, la bour,tools and tackles, consumables etc , asper drawings, specification and directionsofSite Engineer / Engineer-in-Charge. ( Note: Commissioning assistance (only supervision) shall be provided by supplier of the VFD.)\" |
| 343 | \"Silent LT DG set - Erection, Installation including transportation from owner desginated location, connecting, testing and commissioning of owner/vendor supplied Emergency LT DG set including execution of terminal connection of power/control cable. The work shal linclude grounding of alternator neutral, earthing, providing water pipe connection for Radiator water make-up complete with valve , solenoid valve etc. piping for fuel line, fabrication, welding, erection and painting of owner supplied support structure (includi ngsupply of shortfall support structure, if any) for exhaust piping, mounting on channels/AVM pads, installation of PLC based AMF pan el, NIG panel, exhaust piping including insulation and cladding, fuel piping etc., materials, labour, tools and tackles, consuma blesetc , asper drawings, specification and directionsof Site Engineer / Engineer-in-Charge: LT DG set with PLC based AMF pane l, fuel tank etc \" |
| 344 | 415V AC 3 phase / 230 V AC single phase motors - Connection and testing of 415V AC 3 phase / 230V AC single phase motors (incl udi ng space heaters/thermistors wherever provided) / AC/DC Actuators including execution of terminal connection of control and powe r ca bles, earthing of the motor/actuator/ connecting the thermistor, installing the controller in LT panel, earthing the motorfra me, ar mouretc. as per the drawings, erection manuals, and as per directions of Site Engineer. Job complete in all respects includ ing the cost of supplying and installation of all the required FLP/WP cable glands, reducers, adapeters, end lugs, GI earthing wire / strips , labour, tools, materials, etc., as required in all respects for all types of motors/heaters/thermistors/actuators etc.: |
| 345 | Capacity upto and including 1 KW |
| 346 | Capacity above 1 KW and upto2.5 KW |
| 347 | Capacity above 2.5 KW but upto7.5 KW |
| 348 | Capacity above 7.5 KW but upto50 KW |
| 349 | Capacity above 50 KW |
| 350 | LT Panel - Erection, installation including transportation from owner desginated location, testing and commissioning of415 V, owner supplied power- control- centres, motorcontrol centres, soft starters, APFCpanel etc. assembling as required, installation onthealready made foundation channels, aligning, levelling, grouting, assembling, making all the inter connections /outgoing/incomi ng po wer & control cable/ bus ductconnection including making holes for cable entries as required as per drawing, specifications and dir ections of the Site Engineer/Engineer-in-Charge including cost of all materials, tools labour etc. complete in all respect i ncludingtermination of all power, control cables, installation of thermistor controller, internal wiring, earthing of LT panels, s upply of cable glands etc.complete as per cable schedule, drawings etc.: |
| 351 | Weight of unit uptoand including 100 Kg |
| 352 | \"Weight of unit above 100kgbut uptoand including 500kg \" |
| 353 | \"Weight of unit above 500kgbut uptoand including 1000kg \" |
| 354 | \"Weight of unit above 1000kgbut uptoand including 3000kg \" |
| 355 | \"Weight of unit above 3000kgbut uptoand including 6000kg \" |
| 356 | TRANSFORMER: Installation, testing and commissioning of (outdoor type -ONAN cooled) transformer of (6.6 KV/11 KV)/0.433KV capacity, casting of foundation block, & erection of transformer over the rail and foundation channels, including transporting, unpacking, rigging, aligning, levelling, grouting, assembling, fittingand fixing all accessories/instruments/ relays etc. supplied separately i fany,etc., making all the interconnections & termination of all power (HT / LT) cables, control cables / busbar etc. as per drawin gs , including earthing/grounding of transformer neutral as per drawing,equipments needed to completely install and commission thetr ansformer Job complete in all respect including cost of all labour, tools and materials and all services rendered complete, as p er t he drawings and directions of the Site Engineer / engineer-in-Charge. |
| 357 | TRANSFORMER OIL: Centrifuging, filtering and dehydrating of the transformer oil oftransformer to improve insulation level to the value recommended as per the relevant ISSand the manufacturer\"s recommendations and as per specifications and directions of the Si teEngineer/Engineer-in-Charge including supply of labour, tools and materials and all services rendered complete. |
| 358 | Corrosion monitoring probes: Installation of corrosion monitoring probes including 2\" Flareweld on station piping at desired location and 12 O\"Clock position for mounting of ER Probe under the supervision of site engineer. Flareweld assembly shall be supplied by o wner. The job complete in all respect with material, tools & tackles, consumables etc. |
| 359 | Conducting harmonic study/ analysis: Conducting harmonic study/ analysis to establish voltage and current harmonic contents in the different outgoing feeders for the upcoming project, which shall include feeders for VFDs, Incomers of HV switchboards, Common pointof coupling, transformer outgoing feeders, Capacitor panels outgoing feeders, etc. Based on harmonic study/analysis, vendor shall r e view and submit harmonic analysis report inline with IEEE-519, CEA regulations & any other applicable standard atdifferent station s of the project. The report shall at least include total harmonic distortion, harmonic values for voltage and current and recommend at ions of any measures, if required for compliance of harmonic levels within limit as per CEA &IEEE guidelines. Arrangement of all too ls, tackles, equipments for harmonic analysis, etc. is also included in the scope of work.The party carrying out the job must ha ve e xperience of carrying out one job of harmonic analysis/ study/ mitigation at some installation having variable frequency drives . The bidder can carry out the job on their own, if they possess such experience of they can propose some subcontractor, acceptance of wh ich shall be based on review of credential by EIC. |
| 360 | FLP & WP Distribution Board: Erection, installation including within site transportation, testing and commissioning of415V , Fla m eproof distribution boards (FLP-DB)under scope of supply of bidder, assembling as required, installation on the already made fou nda tion channels, aligning, levelling, grouting, assembling, making all the inter connections /outgoing/incoming power & control ca ble/bus duct connection including making holes for cable entries as required as per drawing, specifications and directions of the Site Engineer/Engineer-in-Charge including cost of all materials, tools labour etc. complete in all respect including termination ofall power , control cables, installation of thermistor controller, internal wiring, earthing of FLP-DBpanels, supply of cable gla nds et c. complete as per cable schedule, drawings etc. |
| 361 | ELE-COMPOSITE |
| 362 | GI CABLE TRAY: Supply, installation & fixing of prefabricated perforated GI cable trays with tray cover of width 150mm, 300mm, 4 50 mm & 600mm as per site requirement for laying of cables with standard rung spacings. Load for support span of 2.5 meter as 30 , 60, 75 & 90 (in Kg/Mtr) respectively with concentric static load as 70 Kg at the centre, with materials, labour, tools and tackles , consumables etc , asper drawings, specification and directions of Site Engineer / Engineer-in-Charge. |
| 363 | SAND FILLING: Supplying and spreading of approved quality fine dry river sand in cable trenches including the cost of all material, transport, load and lift charges, labour, tools and tackles, consumables etc , asper drawings, specification and directionsofSite Engineer / Engineer-in-Charge |
| 364 | BRICK SOLING: Supply and laying of approved quality 75 mm thick second class brick flat soling with sand filling in the interstices, in cable trenches for protectionincluding the cost of all brick and sand, labour, load and lift charges , tools and tackles etc , a s per drawings, specification and directionsofSite Engineer / Engineer-in-Charge. |
| 365 | CABLE MARKER: Supply, erection & installation of MS cable markers, including excavation, installation of the markers, cement concrete grouting, backfilling, materials, labour, tools and tackles, consumables etc , asper drawings, specification and directionsofSite Engineer / Engineer-in-Charge. |
| 366 | HT CABLE JOINT: Making straight-through joint on 6.6 / 11 KV Aluminium/Copper XLPE/PVCinsulated armoured screened cable, includingthe supply of required materials such as cable jointingkit (of heat shrinkable sleeve type of Raychem / M-seal / 3M), materials, l abour, tools and tackles, consumables etc , asper drawings, specification and directionsof Site Engineer / Engineer-in-Charge:For cables of size upto3 core x 400 sqmm |
| 367 | LT Cable joint (1.1 KV) - Making straight through joints on Al/Cu conductor XLPE/PVCinsulated armoured cable including the supply o f required materials such as cable jointing kit (of heat shrinkable sleeve type of Raychem/Mseal/3M) , materials, labour, tools an d tackles, consumables etc , as per drawings, specification and directionsofSite Engineer / Engineer-in-Charge: |
| 368 | Power cables LT : OD upto20 mm |
| 369 | Power cables LT : OD above 20 mm and upto40 mm |
| 370 | Power cables LT : OD above 40 mm and upto60 mm |
| 371 | Power cables LT : OD above 60 mm |
| 372 | HT Cable Termination (6.6/11 KV) - Supply, termination and connection of XLPE cable termination kit (indoor type), heat shrinkable sleeve type of Raychem/M-Seal/CCI make with all accessories, including cutting (tools and accessories for termination should meet th eselected standards), stripping of cable insulation providing copper cable end lugs and cable glands as required, restoration of i ns ulation, supplying and providing the cable supporting clamps, straps, cable tags connection to the terminals of HT panel, VFDs, I sol ators, transformer, DG,MLPU/Booster pumpmotors etc., earthing of armouring, materials, labour, tools and tackles, consumables etc ,asper drawings, specification and directionsofSite Engineer / Engineer-in-Charge: |
| 373 | HT Cable of size above 3Cx240 sq. mm |
| 374 | HT Cable of size upto3Cx240 sq. mm |
| 375 | EARTH ELECTRODES: Supplying, installation, testing of GI earthing electrode, including the supply and installationof the CI cover, charcoal /special backfill etc. and construction of chamber; complete as per drawings,specifications and directions of the Site Engineer, Including thecostof alllabour, tools, materials etc. completein all respects. |
| 376 | EARTHING SYSTEMSET(06 PITS):Supply, installation, testing of earthing system consisting of 6 earth pits of perforated GI pipes e ar thing electrodes and copper plate terminal block including construction of chamber using cement concrete with earthing pit cover andframe, supply of charcoal, salt etc including supply of interconnecting cables / strips including necessary welding etc complet e as per drawings, specifications and directions of the site engineer, including cost of tools, materials etc complete in all respec ts a s per drawing The job shall also include testing of each earth pit and the entire earthing system on whole. (Note: Earthing forfiel d instruments shall be provided from Station earth grid covered in Electrical SOR.) |
| 377 | EARTHING SYSTEMSET(03 PITS):Supply, installation, testing of earthing system consisting of 3 earth pits of perforated GI pipesea rthing electrodes and copper plate terminal block including construction of chamber using cement concrete with earthing pit cove r an d frame, supply of charcoal, salt etc including supply of interconnecting cables / strips including necessary welding etc compl ete a s per drawings, specifications and directions of the site engineer, including cost of tools, materials etc complete in all res pects as per drawing The job shall also include testing of each earth pit and the entire earthing system on whole. (Note: Earthing f or fie ld instruments shall be provided from Station earth grid covered in Electrical SOR.) |
| 378 | EARTHING PLATE: Supply & Installation of G.I. earthing plate as per standard drawing outside the buildings. The item also includes grouting of the plate as shown in the drawing. The item should be complete in all respect including all materials, tools, tackels et c . and as per direction of EIC / Site engineer. |
| 379 | EARTH STRIP/ WIRE / ROPE / CABLE - Supply, installing and testing of earthing strip/wire/rope/cable forcompletely making the ear t hing grid system by supplying, laying theGI / Cu strip and makingall the necessary weldingjoints, connecting to the earthingelectrodesand existing earthinggridetc., complete as per drawings, specifications and directions of the Site engineer/Enginee r -in-charge, including the cost of all labour, tools, materials, etc. complete in all respect: |
| 380 | 50 mm X 6 mm G.I. earthing strip |
| 381 | 40 mm X 5 mm G.I. earthing strip |
| 382 | 25mmx 4 mm copper flat |
| 383 | GI wire / rope(8 SWG) |
| 384 | GI wire / rope 10 mm diameter |
| 385 | Copper cable as per specifications - 100Sq.mm |
| 386 | Copper cable as per specifications - 10 Sq.mm |
| 387 | Supply, erection & installation of cable conduits made up of GI pipes of medium class \"B\" subject to owner\"s approval in trenches (already made), on walls, concrete structure etc., including supply and installation of all the necessary pipe fittings such as bends ,sockets, elbows, tees etc., bending, threading, binding, clamping, providings, spacers, plugs, packings, bushings etc., as requir ed Job complete in all respects including the cost of all labour, tools, material etc. and as per specifications and directions ofs ite engineer / Engineer-in-Charge: |
| 388 | 25 mm |
| 389 | 37 mm |
| 390 | 50 mm |
| 391 | 100mm |
| 392 | 150mm |
| 393 | STEELSTRUCTURAL WORKS:Supply, fabrication, erection, installation of steel structural works of any type and shape such as cable ra ks, cable trays, push buttoncontrol posts etc., as requiredjob complete in all respects including the cost of all labour, too ls, material etc., complete.and as per specifications and directions of site engineer/ Engineer-in-Charge. |
| 394 | FLAME PROOF FITTINGS- All equipment under this category shall be suitable (minimum requirments) for location in zone-I gas group II A & IIB (Temp. class T3) area with a separate terminal box for incoming cable and a separate terminal box for out going cable (wh ereapplicable), apart from separate enclosure for each equipment including control gear etc. in IP 65 cast aluminium LM-6 certifie d en closure: |
| 395 | FLAMEPROOF TUBELIGHT, 2x22Watt, LED, SUITABLE FORExd Gas GroupII C, as per IS/IEC 60079-2007 |
| 396 | FLAMEPROOF LED FLOOD LIGHT FITTING 90 W, Supply, installation, testing & commissioning of Ex\"d\" (Flameproof) Flood Light Fixture with provision of Cable Entries: 2 Nos. x 3/4\" ET, Cable Glands: 2 Nos. x 3/4\" ET (Max. OD 20mm) - Ex\"d\"(IIA/IIB), Double Compression type, Brass Nickel Plated with PVC Hood. Blanking Plug: 1 No. x 3/4\" ET - Ex\"d\",Brass Nickel Plated. Gasket: Neoprene, Hardware: S S 304, Earthing: External 2 Nos. (M6), Internal 1 No. (M5), and as per attached detailed technical specification. |
| 397 | FLAMEPROOF LED WELL GLASSFITTING 125 W, Supply, installation, testing & commissioning of Ex\"d\" (Flameproof) Well Glass Light Fixtu r e with provision ofCable Entries: 2 Nos. x 3/4\" ET, Cable Glands: 2 Nos. x 3/4\" ET (Max. OD 20mm) - Ex\"d\"(IIA/IIB), Double Compr es sion type, Brass Nickel Plated with PVC Hood.Blanking Plug: 1 No. x 3/4\" ET - Ex\"d\", Brass Nickel Plated. Gasket: Neoprene, Har dwar e: SS 304,Earthing: External 2 Nos. (M6), Internal 1 No. (M5), and as per attached detailed technical specification. |
| 398 | FLP/WP PUSHBUTTON STATION - Supply ,erection,testing and commissioning of FLP/WP push button(ON/OFF) control station of approved m ake with /without ammeter for the motoroff control at field including connection and termination of copper control cable, fabric ati ng, earthing the supporting structure, painting the same, including supply & installation of double compression cable glands & f lameproof plugs for sealing all spare entries including the cost of all labour,tools, materials etc. complete in every respect as per t he specification and directions of the Site Engineer/Engineer-in-charge including the cost of all labour,tools, materials etc.compl ete in every respect as per the specification and directions of the Site Engineer/Engineer-in-charge: |
| 399 | With Ammeter |
| 400 | Without Ammeter |
| 401 | FLP & WP JUNCTION BOX - Supply, erection, installation, testing andcommissioning of flameproof & weather proof junction box for providing cable termination of motor,including connection and termination of earthing wire and conduits etc., including supply & in st allation of double compression cable glands & flame proof plugs for sealing all spare entries complete as per drawings, specifica tio ns and direction of the Site Engineer, including the cost of all labour, tools, consumable materials etc., complete in all respe ct: |
| 402 | 8 way junction box with 8 cable entries (1 x 1\" & 7 x 3/4\") at bottom & 20 nos. terminals. |
| 403 | 6 way junction box with 6 cable entries (6 x 3/4\") at bottom & 20 nos. terminals. |
| 404 | 4 way junction box with 4 cable entries (4 x 3/4\") at bottom & 20 nos. terminals. |
| 405 | FLP/WP EXHAUST FANS: Flame proof, weather proof, single phase, 12\" exhaust fan, SUITABLE FOR Exd Gas GroupII C, as per IS/IEC 6007 9 -2007, IP65, LM6 type EF1001 of FCG or equivalent alongwith supporting frame, bolts, louvers, flame proof motor, including supply & installation of double compression cable glands & flame proof plugs for sealing all spare entries, complete in all respects |
| 406 | FLP/WP ROTARY SWITCH:Supply, installation, testing & commissioning of Flame proof weather proof ON/OFF Rotary Switch , IP65,LM6,i ncluding including supply & installation of double compression cable glands & flame proof plugs for sealing all spare entries etc ., complete in all respects. |
| 407 | FLP/WP DISTRIBUTIONBOARDS- Supply, erection, installation, testing andcommissioning of flameproof /weather proof (IP-65)dist rib ution board as per technical specification of types mentioned for lighting purpose in MLPU / booster shed etc., including connec tionand termination of power cables, earthing wire and conduits etc. including including supply & installation of double compressi on ca ble glands & flame proof plugs for sealing all spare entriescomplete as per drawings, specifications and direction of the SiteEngin eer, including the cost of all labour, tools, consumable materials etc. complete in all respect: |
| 408 | Outdoor Type, floor mounted, flameproof, weatherproof (IP 65) Lighting Distribution board Type-I DBwith Bus bar - 100A TPN, Inco mer - 1 no. 63 A TPN MCB & Outgoing - 9 no. 10 A SPN, MCB |
| 409 | Outdoor Type, floor mounted, flameproof, weatherproof (IP 65) Lighting Distribution board Type- II DB having Bus bar - 100 A TPN, In c omer - 1 no. 32 A TPN MCB& Outgoing - 3 no. 6 A SPNMCB |
| 410 | FLP/WP SWITCH CUM SOCKET - Supply, erection, installation, testing andcommissioning of flameproof /weatherproof switch cumsocket/welding receptacleof approved makes to be installed on walls, coloumns, structures, including supply & installation of double comp ression cable glands & flame proof plugs for sealing all spare entries etc., including connection and termination of earthing wirea nd conduits., etc. complete as per drawings, specifications and direction of the Site Engineer, including the cost of all labour,to ols, consumable materials etc. complete in all respect: |
| 411 | 250V, 15 A switch cumsocket with plug |
| 412 | 250V, 63 A Plug & welding receptacle |
| 413 | 415V, 63A, Switch & Socket with Plug (No. of Pins 3P +N+ E), Model EPSS 1563-61 of Baliga or Equivalent approved make |
| 414 | WP PUSHBUTTON STATION: Supply, erection, testing and commissioning of Weather Proofpush button(OFF)control station of approv ed make for emergency transformer tripping at field including connection and termination of copper control cable, fabricating, earth ingthe supporting structure, painting the same, including supply & installation of cable glands & plugs for sealing all spare entr iesincluding the cost of all labour,tools, materials etc. complete in every respect as per the specification and directions of theEngineer-in-charge. |
| 415 | SHOCKTREATMENTCHART: Supply and installation of shock treatment chart framed in good qualityglass in English / Hindi / Local L an guage. |
| 416 | CAUTION BOARD: Supply and installation of vitreous enamel caution boards suitable for 440 V/11KV/6.6 KV as per IS 255 including fix ing on the wall with all the required hardware etc. complete in English / Hindi/ Local Language. |
| 417 | STAINLESS STEELINSCRIPTION PLATE: Supply and installation of approved quality stainless steel name inscription plates including an o dising, engraving the inscriptions, providing screws, etc. for equipments viz. motors, motorcontrol centres, switchgears, push b utt on stations etc. as required, providing necessary holes tapping etc. and fixing the same complete in all respect as per the dire ctio n of Site Engineer/Engineer-in-charge including the cost of all labour, tools etc. |
| 418 | PLASTICINSCRIPTION PLATE: Supply and installation of approved quality plasticname inscription plates including engraving the ins c riptions, providing screws, etc. for equipments viz. motors, motorcontrol centres, switchgears, push button stations etc. as req uir ed, providing necessary holes tapping etc. and fixing the same complete in all respect as per the direction of Site Engineer/Eng ineer-in-charge including the cost of all labour, tools etc. |
| 419 | Point wiring - Supplying, installation and testing with 1.5 Sq.mm stranded PVC insulated copper conductor wires for phase & neutral of 650V grade including earthing by providing 1.5 Sq.mm earth insulated continutity wire of copper in PVC conduit (Supply & installation of PVC conduit covered elsewhere in SOR) recessed on wall/ceiling/ false celing including supply & installation of switch boxe s ,junction boxes, pull boxes, bushes, screws, check nuts, bends, modular switches and sockets . Thecircuit wiring with 4 Sq.mm PV C copper wire from D.B. to switchboard as required is also in the scope of the contractor: |
| 420 | 1 light point controlled by 1 switch |
| 421 | 2 light points controlled by 1 switch |
| 422 | 3 light points controlled by 1 switch |
| 423 | 4 light points controlled by 1 switch |
| 424 | Ceiling fan wiring: Wiring with PVC insulated 2.5 sqmm copper conductor wire for fan points (1 fan point controlled by 1 modular switch) including providing space for electronic regulator in switch box, providing and fixing fan hookin the ceiling as per specifi ca tions and drawings. |
| 425 | Exhaust fan / wall bracket fan wiring: Wiring with PVCinsulated 2.5 sqmm copper conductor wire for phase & neutral , 650 V grade i n cluding earthing , the third pin with 1.5 sqmm copper conductor earthing insulated continuity wire for exhaust/ wall bracket fan i nc luding providing and fixing of 5 pin 6 A modular socket and 10 A modular switch near the dooror as as per specifications and dr awin gs. The circuit wiring shall be with 4 sq. mm PVC copper wire from switchboard to 1st exhaust fan for multiple exhaust fans in one c ircuit. |
| 426 | \"16 A power plug point wiring: Wiringfor 250 V single phase and neutral 16 amps modular power plug point with PVC insulated 4 sq. mm. copper conductor wires for phase & neutral, 650 V grade including earthing, the third pin with 2.5 sq. mm copper conductor earth ing insulated continuity wire, complete with providing and fixing of 6 pin 16/6A modular socket and 20/10A modular switch (1 plug point per circuit) as per specif ications and drawings\" |
| 427 | \"6 A plug point wiring: Wiring for 250V single phase and neutral 6 amps modular plug point with PVC insulated 2.5 sq. mm. copper c onductor wires for phase & neutral, 650V grade including earthing, the third pin with 1.5 sq. mm copper conductor earthing insulat ed continuity wire, comple te with providing and fixing of 5 pin 6A modular socket and 10 A modular switch (1 plug point per circuit ) as per specifications anddrawings.\" |
| 428 | AC point wiring: Point wiring for power plug point with 4 sq.mm stranded PVC insulated copper wire including earthing the third pin with 2.5 sq. mm copper insulated earthing wire complete with supply and fixing of recessed mounted industrial type 3 pin 32 A metal cladsocket and plug, 20A MCB (Motor duty) housed in a 16 gauge M.S. Box |
| 429 | Call bell point wiring: Wiring for call bell points (1 call bell point controlled by 1 modular switch)in switch box including providing call bell / buzzer suiable for single phase 230V as per specifications and drawings. |
| 430 | UPSpoint wiring: Wiring for 250V single phase and neutral 6 amps modular plug point with PVC insulated 2.5 sq. mm. copper conduc to r wires for phase & neutral, 650 V grade including earthing, the third pin with 1.5 sq. mm copper conductor earthing insulated co nti nuity wire, complete with providing and fixing of 3 numbers, 6 A 5 pin modular sockets and 10 A modular switches for UPSpoint as pe r specifications and drawings |
| 431 | Lighting Distribution Board / AC Distribution Board - Supply , installation, testing and commissioning of TPN lighting / AC Distribution board ofapproved make, with rating and feeders as per specification. The DB shall be of IP-42protection class and shall co nf orm to IS 8623. The board shall be fitted with an acrylic door as per specifications and drawings: |
| 432 | Type III Distribution Board: Double Door EURODBof Havells or equivalent approved make having bus bar 200A TPN, 1 Incomer 125 A F P MCB Isolator with 125A FPRCCB(Senstivity 100mA) alongwith 3 numbers 63 A TPN MCB as per specification. |
| 433 | Type IV DIstribution Board: Double Door Translucent EuroDB of Havells or approved make, having 100 A TPN Copper Bus bar, 1x63A T PNMCB , 1x63A RCCB(100mA Sensitivity), 9x6A SPMCB & 6x20A SPMCB as per specification |
| 434 | Type V Distribution Board: Double Door, EURODB of Havells or equivalent approved make having 200 A TPN Bus Bar, 1 x 100 A FP MCB, 1 x100A FP RCCB (100mA Sensitivity), 9x32A SPNMotor duty MCB as per specification. |
| 435 | Critical Light DB: EuroDB DBOXx of Havells or equivalent make complete with bus bar, neutral links, earth links and 1 x 6 A MCB SP N & 7x2 A SPNMCB |
| 436 | Flush mounting Plug & Socket DB complete with 20 A SPMCB, with neutral link for incoming supply from portable DG set at independen tMOV locations. |
| 437 | Distribution Board / AC Distribution Board - Supply , installation, testing and commissioning of TPN lighting / AC Distribution board ofapproved make, with rating and feeders as per specification. The DB shall be of IP-42protection class and shall conform to IS8623. The board shall be fitted with an acrylic door as per specifications and drawings: |
| 438 | Surface mounting Plug & Socket DB complete with 63 A TP MCB, with neutral link for VFD AC\"s. |
| 439 | Decorative Light fittings - Supply, installation, connection, earthing and testing of the following fittings, including supply and installation of drop pipes, hooks, fittings, fixtures, nuts, bolts, supports, on walls, outlet box for regulators and all other requ ir ed materials etc. as per specifications, drawings and directions of the Site Engineer including cost of all labour, tools, materi alsetc. complete in all respects.Make of the fittings can be the make mentioned in the respective SORitems or equivalent model f rom t he approved make list given in the specifications: |
| 440 | Supply and fixing of LED wall light cat. no. 35022 9W fitting of PHILLIPSor equivalent approved make complete with all accessoriessuch as LED module, driver, optics, thermal sink, connector blocks etc including installation. |
| 441 | LED light fittings, Recess mounting type, Sereno LED- RC869B LED 30S-6500 PSE W30L120 D8 or equivalent approved make with LEDs: Supp l y and fixing of recess mounted weather proof light Sereno LED-RC869B LED 30S-6500 PSE W30L120 D8 or equiavlent approved make wit h L EDs, 42 W or more, having 2950lumens or more output. LED Fitting of PHILLIPSor equivalent approved make complete with all ac cessor ies such as LED module, driver, optics, thermal sink, connector blocks etc including installation with LED of approved make. |
| 442 | LED light fittings with LEDs, Sereno LED-Suspended- SP824 P LED 30S-5000 GR OD or approved equivalent:Supply and fixing of surface m o unted weather proof light SP824 P LED 42 W having 2950 lumens outputfitting of PHILLIPSor equivalent approved make complete with all accessories such as LED module, driver, optics, thermal sink, connector blocks etc including installation with LED of appro ved m ake. |
| 443 | DN170C LED10S-6500 PSUWH: Supply and fixing of surface mounted weather proof light DN170C LED 15bW having 1000lumens outputf itti ng of PHILLIPSor equivalent approved make complete with all accessories such as LED module, driver, optics, thermal sink, con nectorblocks etc including installation. |
| 444 | Critical Light: Non Flame Prooftype PEL 240M/SL of Prolite or of approved make as per EIC, with 2 X 18 W LED TL/ Lamp including se aled lead acid battery of suitable size for minimum 01 hour back up, battery charger, for Fire fighting pumpshed, HT/LT Room, B atte ry Roometc.The job includes connection of the fitting, 6A switch socket with 2C x 4 sqmm cable from DB/switch board and as me ntione d above including all accessories etc. complete in all respect as per direction of EIC / Site engineer. |
| 445 | Swan neck lighting pole with LED well glass light: Supply, installation, testing and commissioning of swan neck lighting pole of100mmnominal Diameter B class MS pipe (Height of bottom of light fitting shall be 5 meters from FGL), having base Plate 200mmx200mm x5 mmalong with Flameproof and Weatherproof 2x18WLED well glass light fitting complete with lamp and builtin control gear and ch oke of approved make, including supply and installation of earthing conductor of 8 SWGGI wire, nuts, bolts, Neck portion of lighti ng po le shall made up be of 50mmdiameter GI pipe (radius of neck shall be 250mm). The pole shall be painted with 01 coat of prime r and 0 2 coats of aluminium paint. The job shall also include supply and installation of 4 way Flameproof/weather proof junction bo x (with 4 cable entries) having 8 Nos., 6A, 440V shrouded terminal, with double compression FLP glands/lugs with looping arrangementand sup ply and termination of 3C X 2.5 sq. mm. armoured copper PVC/XLPEinsulated cable from JB to light fitting The job completein all respects as per specifications, drawings and instructions of EIC / Site engineer. |
| 446 | Swan neck: Supply, installation, testing and commissioning of swan neck lighting pole of 100mm nominal Diameter B class MS pipe (Height of bottom of light fitting shall be 2 meters from FGL), having base Plate 200mmx200mm x5mm along with Flameproof (Exd IIA/IIB) an d Weatherproof 1x60W LED well glass light fitting complete with lamp and builtin control gear of approved make, including supply andinstallation of earthing conductor of 8 SWGGI wire, nuts, bolts, Neck portion of lighting pole shall made up be of 50mmdiam eter G I pipe(radius of neck shall be 250mm). The pole shall be painted with 01 coat of primer and 02 coats of aluminium paint. The job sha ll also include supply and installation of 4 way Flameproof/weather proof junction box(with 4 cable entries) having minimum 4 Nos., 6A, 440V shrouded terminal, with double compression FLP glands/lugs with looping arrangement and supply and termination of 3 C X 2.5 sq. mm. armoured copper PVC/XLPEinsulated cable from JB to light fitting The job complete in all respects as per specifica tions, dr awings and instructions of EIC / Site engineer. |
| 447 | Street lighting pole: Supply, installation, testing and commissioning of street lighting pole model no. BRP32024LED HP/CWPSUGR o f Philips or equivalent approved make- Pressure die cast LM6 Aluminium housing for sturdiness. 24 nos High Power LEDs with unique pe nu t lense for uniform light distribution. Efficacy of LEDs greater than 125lumens/watt. Life class of 50000 burning hours at L70 wi th excellent thermal management. UV stabilized polycarobonate cover. Ingress protection of IP65for complete luminaire. System leve l ou tput of 3500lumens at total system power consumption of 45W. CRI>70and wide operating voltage range of 100-300V. Constant c urrent electronic driver. Lighting Level Meets all types of Roads up-toB1 category roads as per IS 1944. Rate including Providing & fixing6 m height, 114.3/38.9/76.1 mm dia Swaged Welded Steel Tubular Pole with all necessary items and erecting the pole 1200m m deep int o ground and making concrete muff 1:4:8and making the pole top collar to suit the size of the fitting for connection & earthing lin ks and painting the poles as required. Providing a MCB & outdoor weatherproof Junctin box for accomodating 4C armoured cable, provid ing 1 no. 6A SPMCB, 3C x 2.5Sqmm armoured XLPE cable and termination to individual fittings in different phases (RYBsequence). The job complete in all respects as per specifications, drawings and instructions of EIC / Site engineer. |
| 448 | Ceiling fan: Ceiling fan, BEE 5 star rated,with electronic regulator & other accessories and fittings etc. of or approved make with 56\" Sweep size |
| 449 | Wall mounted fan: 12\" Oscillating wall mounted bracket fan, noiseless, plastic moulded construction, rotary device for 3 step speed control integrated unit of approved make with all accessories complete in all respect. |
| 450 | Exhaust fan - Supply, installation, testing of single phase 230V, industrial type heavy duty exhaust fan of GEC/Usha/Crompton Grea v es or of approved make fitted/ provided with louvres, supports etc. including making the required opening on walls, fixing and con ne cting the wires etc. including earthing the bodyof the fan, making goodthe opening on the wall etc. complete as per specifica tions , drawings and direction of Site Engineer including the cost of all labour, tools, materials etc. complete. |
| 451 | 18\" Sweep |
| 452 | 12\" Sweep |
| 453 | PVC Conduit pipes - Supply, installation, fixing in position, PVC conduit pipes, of ISI marked , in concrete, brick work etc. during or after construction by making grooves in the wall, ceiling etc. cutting threads and jointing the pipes with PVC couplers, provid i ng necessary tees, bends, junction boxes etc. with 12 SWGGI wire inside conduit without joint for concealed wiring, including ma kin g goodthe concrete, brick work, surfaces etc. complete as per drawings and direction of Site Engineer / Engineer-in- charge in cludin g cost of all labour, materials etc.: |
| 454 | 19 mm |
| 455 | 25 mm |
| 456 | 32 mm |
| 457 | Supplying and laying reinforced cement concrete light duty hume pipe, non pressure type (NP3), centrifugallycast conforming to I.S.458with 1:3:6 concrete casing at joints as required with necessary slope including excavation, backfilling, supply of collars, j o inting of pipes with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement: 2 fine sand), testing of joints, completei n all respects as per specifications, drawingand the direction of the EIC/Site Engineer: |
| 458 | 300mm dia |
| 459 | 200mm dia |
| 460 | Supply fixing and erection of modular cable transit (MCT) for cable entry to building in proper frame including supply of peelable type, spare block, stay plates compression wedgs etc. with all accessories as per specification considering 20 % minimum spare in ea c h module to be installed as per instruction of Engineer in charge/ site engineer: |
| 461 | Galvanised mild steel frame with packing space of Min.120x240 mm with multi diameter blocks and accessories with peeling off arrangement to adjust cable size from 3.5mm to 99mmouter dia |
| 462 | Galvanised mild steel frame with packing space of Min.120x180 mm with multi diameter blocks and accessories with peeling off arrangement to adjust cable size from 3.5mm to 99mmouter dia |
| 463 | Lightining Arrestor: Supply, installation and testing of Lightning arrestor on top of the MOV buiding or MOV CPbuiding for diverti n g lightning surges to the ground. The work shall include supply of 1.2 Meter long copper lightning arrestor with 5 spronged phenylr od base plate etc. complete with necessary insulators including supply and fixing of 50 x 6 mm GI earthing strip of required leng th and connection to the main earthing grid. |
| 464 | Fire Siren Board: Supply and fixing of Fire Siren Board for Fire Siren as per specification. |
| 465 | PAC: Supply, installation, testing and commissioning of Factory built Floor mounted Precision type Packaged Air conditioning units of approved make and model as per Technical Specifications attached, comprising of variable Scroll compressors, DX evaporator coil w i th cross hatched high efficiency copper tubes, electronic expansion device & distributor, DIDW/DX centrifugal Imported blower with3phase drive motor,air-cooled condenser suitable for 50 deg C ambient temperature etc. Each package unit with not less than 550 CFM (Cubic feet per minute)/TRcomplete with microprocessor control. Each Evaporator unit shall be with Variable Capacity Scroll compre ssors, controls such as contactors, over load protector for all motors, HPLPcutouts, single phase preventor, evaporator coi l, evapo rator fan complete with EC motor,humidifier & de- humidifier, insulated drain pan assembly, electronic expansion valve, r efrigerant filter drier with shut off valves and dry-fabric cleanable type filter. Condensing unit shall comprise of condenser coil and conden ser fan motoretc. The evaporator unit and condensing unit will be factory assembled in a compact heavy gauge steel cabi net, duly pa inted, complete with all materials, labour, tools, tackles, consumable etc., including pressure testing & charging of r efrigerant g as/ oil, fixing of isolation valves, catchall drier/filter, Canvass connection, Machine outlet dampers, Vibration isola tion pads, ... (Min 25TR normal capacity each) |
| 466 | Supply & installation of Hard Drawn refrigerant Copper piping (16 / 19 guage) with necessary insulation to interconnect indoor and outdoorunits. |
| 467 | \"GI DUCTING - Supply, Fabrication, installation and testing of sheet metal ducting complete with flanges. While taking ductmeasure m ents, vanes, collars, etc., will also be measured and accounted for. 24 guage\" |
| 468 | \"GI DUCTING - Supply, Fabrication, installation and testing of sheet metal ducting complete with flanges. While taking ductmeasure m ents, vanes, collars, etc., will also be measured and accounted for. 22 guage\" |
| 469 | Duct Thermal Insulation with aluminium foil faced Nitrile rubber of 9 mm thickness. |
| 470 | Extruded Aluminium Powder coated supply / return air grilles with Volume control dampeners. |
| 471 | Extruded Aluminium Powder coated supply / return air grilles without Volume control dampeners. |
| 472 | Supply & Installation of PVC insulated 40 mm dia drain piping. |
| 473 | Supply & Installation of PVC insulated Condensate 32 mm dia drain piping. |
| 474 | Duct Accoustic Lining: Supply & installation of 25 mm thick fibre glass (density 32 Kg/cbmt)covered with RP Tissue paper for therm a l insulation. |
| 475 | Fresh air arrangement: Supply, installation, testing and aligning fresh air arrangement with Bird Screen & Volume Control Dampener (Provision for utilisation, if required). |
| 476 | Supply & Installation of MS Stands for mounting of Outdoor Units. |
| 477 | Supply & Laying, termination, connection of interconnecting electrical armoured cabling for Indoor Units & Outdoor Units. |
| 478 | Insulation: Under dake Insulation with Fire resistence TF Quality Poly Styrene 50mmthick ( density 32 Kg/cum) Fire resistant typ e. |
| 479 | Bare Fire Control Damper: Bare Fire Control Damper for SA & RA Duct |
| 480 | Pressure Testing & Charging of Refrigerant Gas: Pressure testing and charging of R-407C/R32 |
| 481 | Supply, erection, installationand testing of 20M high mast shaft in two sections suitable for wind speed as Per IS-875, with raisi ng lowering system comprising, head frame, luminaries carriage suitable to install 24 nos luminaries of BENP-20FL 240W LED of Baja j Make or Equivalent in symmetrical arrangement, double drumwinch, 6mmdiameter SSwire rope, trailing cable, connector, integra l power tool motor, manual handle, junction box, lightening finial, including 1 set foundation bolts manufactured from special steelalong with nuts, washers, anchor plates and templates. This includes Supply and installation of 24 nos. Integral LED Flood Light Lu minaire with the following components: 02 nos Aluminum Cast luminary body,02 nos Electronic Circuit & LED drivers, 02 nos Weather proof Transparent Cover, 02 nos Luminary Mounting Clamps, 02 nos LED Assembly.240Watts and 1 set Within Luminary Interconnection .Supply and installation of 2 nos.LED type single dome aviation obstruction lightis also required with one high mast. This also includes Supply and installation of 1 no. outdoor stand mounted feeder pillar with 63A, 4-pole MCCB incomer, single dial time switch , 45A TP contactor for the automatic switching of luminaries, power tool control with 2 no 9A contactors and raise lower push button , Incoming (25/35) sq. mm and outgoing 16 & 2.5 sq. mm terminals. The Control Panel shall be of flame proof type suitable for gas gr oup |
| 482 | INST-SUPPLY |
| 483 | Supply of Pressure Indicators (PI) of the range 0 to 10 Kg / Cm2as per the technical specifications attached in the Tender. |
| 484 | Supply of Pressure Indicators (PI) of the range 0 to 40 Kg / Cm2as per the technical specifications attached in the Tender. |
| 485 | Supply of Pressure Indicators (PI) of the range 0 to 100Kg / Cm2as per the technical specifications attached in the Tender. |
| 486 | Supply of flame proof and weather proof fittings including EP/WP certificates as per the technical specifications attached. |
| 487 | FLP/ WP Junction Box, Type C. (Nos. of terminals: 60 Nos.; Bottomentry: 1 No. - 1 1/4\" & 1 No.- 1\"; Left side entry: 1 No. - 1\" & 3 Nos.- 1/2\"; Right side entry: 2 No. - 1\" & 2 Nos.- 1/2\") along with FLP cable glands & FLP plugs for all the cable entries of the Junction as per technical specifications. |
| 488 | FLP/ WP Junction Box, Type D. (Nos. of terminals: 24 Nos.; Bottomentry: 1 No. - 1\"; Left side entry: 3 Nos.- 1/2\"; Right side entr y: 3 Nos.- 1/2\") along with FLP cable glands & FLP plugs for all the cable entries of the Junction as per technical specifications. |
| 489 | FLP/ WP Emergency ShutDown Push ButtonSwitch (with2 nos. cable entry provision of 1/2\" NPT) with steel hammer chained with mai n unit. |
| 490 | Supply of additional Cable Glands - flame proof and weather proof including EP/WP certificates: |
| 491 | 1 1/4\" (5/4\") |
| 492 | 1\" |
| 493 | 1/2\" |
| 494 | Supply of additional Plugs - flame proof and weather proof including EP/WP certificates: |
| 495 | 5/4\" |
| 496 | 1\" |
| 497 | 1/2\" |
| 498 | Supply of Reducers - flame proof and weather proof including EP/WP certificates: |
| 499 | 1\" to 1/2\" Reducers |
| 500 | 1\" to 3/4\" Reducers |
| 501 | 3/4\" to 1/2\" Reducers |
| 502 | Supply and placing in position 5 mm thick steel checkered plates over cable ducts, valves, pits etc including keeping provision of h oles for lifting arrangement and providing lifting arrangement complete in all respect inclusive of cost of all labour, material, ca rriage etc as per specification & the direction of the engineer in-charge/site engineer |
| 503 | 2 Pair unarmoured Telephone Cable as per specifications |
| 504 | 20 Pair Armoured PIJF Underground Telephone Cable as per specifications |
| 505 | 5 Pair Armoured PIJF Underground Telephone Cable as per specifications |
| 506 | Cat 6 UTP (LAN) Networking Cable as per tender specifications |
| 507 | Wall mounted telephone socket outlet with 2 port telephone jack face plate (white/ cream colour) including RJ11 I/O. The item includ es modular plate & switch box/ gang box for fixing the face plate. |
| 508 | Duplex (2 port) Face plate (Network I/O point) (white/ cream colour) for Local Area Network including RJ45 I/O, modular plate & swit ch box/ gang box for fixing the face plate. |
| 509 | Wall mounted Cabinet (switching closet) for housing Networking Equipment/ CCTV hardware, patch panel & accessories including power d istribution boxes, MCBs/ Isolator Switches, required installation materials as per tender specifications |
| 510 | 8 port Industrial Grade Network Switch with Optical Interfacesas per tender specifications |
| 511 | 24 port Industrial Grade Network Switch with Optical Interfacesas per tender specifications |
| 512 | Power cable3 core x 2.5 mm2Armoured, Copper as per tender specifications |
| 513 | 600VA UPSwith battery back-up for LAN switch |
| 514 | 19/25mm ISI marked GI conduit along with all fittings & fixtures like Tees, bends, junction boxes, etc for installation of detecto rs in buildings |
| 515 | 2 Pairx 1.5 Sq.mm, unarmoured FRLScable complaint to BS: EN 50288-7 as per the tender specifications for indoor applications t o be laid through PVC/Metaliic conduits. |
| 516 | Supply of wall mounted Fibre Termination Box (FMS) as per tender specifications |
| 517 | 12 Fibre Single Mode ArmouredOptical Fibre Cable as per Technical Specifications SAPmaterial code: 9320712494 |
| 518 | INST-SERVICE |
| 519 | Installation of Wall mounted Cabinet (switching closet) for housingNetworking Equipment/ CCTV hardware, patch panel & accessories including power distribution boxes, MCBs/ Isolator Switches, required installation materials as per tender specifications |
| 520 | As built documentation for each station covering a) Control /signalling cable layout drawings,b) Cable trench details,c) Cable m arker details,d) Earth grid layout, e) Field instrument termination details, f) Cable schedule, g) Junction box wiring details, h)Earth resistivity measurement data, i) Field panel termination details, j) Calibration data of all instruments tested as per scope. , k) OTDR Traces of the laid OFCas applicable for respective stations |
| 521 | Installation of wall mounted Fibre Termination Box (FMS) as per tender specifications and directions of Engineer-in-charge/ Site Eng ineer |
| 522 | INST-COMPOSITE |
| 523 | Taking delivery, shifting within a road distance of 500 meters and installation & testing of the following instruments (pressure Gau ge, Pressure Switch, Pressure Transmitter, flow meters, density meters etc. of various ratings by fabrication and installing all therequired pipe fittings with pressure pipes, valves, plugs, tees, nipples, junction box, cables, supply and erection of all other re quired materials such as the supporting structure clamps, cannopy, screws, nuts, bolts, aluminium sheets, GI wire, steel plats, ceme nt concrete etc. complete in all respects including supply of suitable size nonflame proof cable gland at control panel end and te rminating the already laid cables at field, junctionbox and control panel end, mounting the junction boxes as per the Drawings, sp ecifications and directions of the engineer in-charge/site engineer including cost of all labour, materials, consumables, tools, tac kles and services rendered etc. All the instruments shall have to be properly connectedto the earth pit through GI wires. The work s shall include labelling, tagging using SSplates, glanding and ferruling at bothfield and panel side. Installation to be done a s perOEMs recommendations, vendor drawings and other approved drawings. The scope shall include providing assistance in testing an d commissioning of the instruments along with loop checking and providing assistance to control system vendor |
| 524 | INSTALLATION OF PI/ PT / PS:Installation, assistance in testing and commissioning of Pressure Indicator (PI)/ Pressure Transmitter(PT) including remote seal type PT/ Pressure Switch (PS)of various ratings as per the directions of Engineer in-charge/ Site engi neer anddrawings. |
| 525 | INSTALLATION OF DPT: Installation, assistance in testing and commissioning of Differential Pressure Transmitter (DPT) as per the dir ections of Engineer in- charge/ Site engineer and drawings. |
| 526 | INSTALLATION OF TEMPERATURE TRANSMITTER WITH THERMOWELL:Installation and assistance in testing & commissioning of thermowell, temp erature elements & temperature transmitter(TT) by making necessary holes on the pipes, welding the socket for thermowell on the pipeincluding supply of boss, silicon paste etc as per the directions of engineer in- charge/site engineer and drawings. |
| 527 | INSTALLATION OF SUB SOIL TEMPERATURE TRANSMITTER Installation and assistance in testing & commissioning of sub soil temperature elem ents/temperature transmitter (TT) by as per the directions of engineer in-charge/site engineer and drawings. |
| 528 | INSTALLATION OF SURFACE MOUNTED TEMPERATURE TRANSMITTER Installation and assistance in testing & commissioning of Surface Mounted te mperature elements/temperature transmitter (TT) byby welding the weld pad on the surface of the pipe, silicon paste as per the dir ections of engineer in-charge/site engineer and drawings. |
| 529 | INSTALLATION OF EMERGENCY SHUTDOWN SWITCH:Installation and testing of emergency shut - down(ESD)Push button. This includes mou nting of termination box as per the drawings, specification and instruction of Engineer in-charge/ Site engineer, replacement of bro ken glass covers and painting it in red colour. |
| 530 | INSTALLATION OF FLOW SWITCH:Installation and testing of Flow switch. This includes mounting of termination box as per the drawings , specification and instruction of Engineer in-charge/ Site Engineer. |
| 531 | INSTALLATION OF LEVEL TRANSMITTER: Installation and testing ofLevel Transmitter (of all types i.e contact type / non contact type etc.). The scope shall include installation, assistance in testing and commissioning of Level Transmitter (LT) on sump tank / crude oil fuel tank / fire water tank / surge relief tank / ransmix tanks/ Crude Oil Tank etc. as per the OEM recommendations, vendor draw ings, directions of engineer in-charge/site engineer and other apporved drawings. in -charge/ Site Engineer. |
| 532 | INSTALLATION OF LEVEL SWITCH:Installation, assistance in testing and commissioning of Level Switch of various lengths as per drawi ngs, specifications and the directions of Engineer in- charge/ Site engineer. The scope shall include installation, assistance in te sting and commissioning of Level Switch(LS) on sump tank / fuel tank/ surge relief tank / transmix tanks etc. as per the OEM recom mendations, vendor drawings, directions of engineer in-charge/site engineer and other apporved drawings. |
| 533 | DENSITY INDICATOR INSTALLATION - Taking delivery and shifting to site within distance of 500 m, installation and testing of Density Indicator, including fabrication and erection of all installation structure such as mounting stand, canopy etc, termination of cable s at bothends after loop testing as per the drawings and directions of site engineer. |
| 534 | DENSITY METER/VISCOSITY METER INSTALLATION - Taking delivery, shifting to installation site within the station premises, erection, i nstallation of Density transducer (DE/DM) complete with by pass scoop, pitot tube, weld neck flanges. Providing assistance to contro l system vendor/density meter supplier in testing and commissioning of density meter. Installation and erection shall be as per manu facturer\"s instructions, drawings and engineer in- charge/site engineer\"s instructions. Job shall include termination of cables both at control panel end and density transducer end, welding of weldolet, supply of suitable size non-flame proof cable glands, steel structures or fixtures, leveling, grouting, assembling and fixing all accessories, labelling, tagging using SS plates, glanding, fer ruling etc complete in all respect. |
| 535 | FLOW METER INSTALLATION - Taking delivery, shifting to installation site within the station premises, erecting and installing of theflow meter along with reducers and flow meter electronics/ flow transmitter. Providing assistance to control system vendor/meter su pplier in testing and commissioning of the turbine/ ultrasonic / coriolis mass flow meter / clamp on ultrasonic ete etc.. Making str uctural supports and fittings, clamps, screws, nuts, bolts, making the cable supports and terminating cables at panel and field ends . Mounting the junction boxes as per drawings,manufacturer\"s instructions, specification and direction/instruction of engineer in-ch arge/site engineer. Job shall include termination of cables at bothfiels ends and control panel ends, supply of suitable size non- flame proof cable glands at control panel and the cost of all labour, tools, materials, etc. including labelling, tagging using SS plates painting, glanding, ferruling complete in all respect. |
| 536 | INSTRUMENTATION JOBS FORPRESSURE CONTROLVALVE / FLOW CONTROLVALVE - Testing of control valve and field electronics, including fabrication of all structural supports and fittings, termination of related cables at field, panel & MCC end, after loop testing as pervendors drawing and direction of the site engineer.Mounting of junction box if any, supply of non flame proof cable glands forpaneland MCC end.The works includes tagging, labelling, glanding andferruling at bothpanel and field ends. |
| 537 | INSTALLATION OF JUNCTION BOX/ PUSH BUTTON STATION- for MOV/ROSOV: Installation of non-flame proof junctionbox, explosion proof /flame proof junction boxes, Push buttonstations for MOV/ROSOV for marshalling of control cables, terminating the cables at field and control panel end, mounting the junction boxes/Push buttonstation, connecting to earthing grid by supplying and installing allthe required materials such as supporting structure, canopy, cable gland hood, cement concrete, painting, GI wire etc. (excluding s upply of the Junction Boxes/Push buttonstation) in all respects complete as per specifications, drawings and direction of site Eng ineer including supply of suitable size non-flame proof cable glands at Control Panel end and the cost of labour ,tools, materials, glanding, ferruling etc. complete in all respects. |
| 538 | INSTRUMENTATION JOBS FORMOTOR OPERATED VALVES (MOV)/ROSOV/ROV - Carrying out the instrumentation and control system jobs on the al ready erected actuator assembly of motoroperated valves (MOV)by making the necessary cable connection at field and control panel e nd (excluding the supplyof cables) calibrating the control components, adjusting the limit switches, testing the whole assembly asper drawings specifications and direction of the engineer in-charge/site engineer complete in all respect, including supply of suit able size non-flame-proof cable glands, ferruls, drilling/cutting of plate for fixing glands at Control Panel end and the cost of al l labour, tools, glanding, ferruling, consumables etc. |
| 539 | Installation of Infrared HYDROCARBON DETECTORS (point type / open pathtype), terminating the cables at field and control panel / RTUend, connecting to earthing grid by supplying and installing all the required materials such as supporting structure, canopy, cemen t concrete, painting, GI wire etc.(excluding supply of the Hydrocarbon detector) complete in all respectsas per specifications. |
| 540 | Installation of Manual Call Point (Explosion Proof& Weather Proof)in Hazardous area, terminating the cables at field and controlpanel end, connecting to earthing grid by supplying and installing all the required materialssuch as supporting structure, cement c oncrete, painting, GI wire etc.(excluding supply of the Manual Call Point) complete in all respectsas per specifications. |
| 541 | INSTRUMENTATION JOBS FORMAINLINE MOTOR DRIVEN PUMPS - Erecting & installing all instruments such as vibration switch, RTD, level s witches etc on the already erected mainline pumping unit. Supply, fabrication and erection of all pipe fittings as required such as pressure pipes, nipples & valves, plugs, tees and installation & testing, calibration of Instrumentation and control circuit in elec trical feeders of mainline pumping units as per the direction of Site Engineer/Engineer in-charge. Job include installation of localcontrol system for force feed lubrication system & associated instrumentation and job shall be complete in all respect including co st of all labour, consumables, tools, services rendered etc. including supply and fitting of clamps, screws, nuts, supply of suiatab le size flameproof cable glands and termination of related cables at field, control panel and VFD panel ends as per scope, mounting of junction boxes, loop testing, cement concrete, painting, labelling, glanding, tagging, ferruling at both the ends etc. The work i ncludes providing assistance to control system vendor, VFD vendor and M/L pumping unit vendor in commissioning of mainline pumping u nit.. |
| 542 | \"INSTALLATIONOF CONTROLPANEL/CONSOLE DESK/ UPS/RIO/ RTU/ PLC/ ACDB - Taking delivery, shifting the panels to installaion site and erection, installation, testing of Control panels, mounted with all the instruments, power supply units, UPS& battery banks lo gic control systems , barriers, providing assistance to control system vendor for commissioning of control system including panels, control/console desk etc. installation on already made foundations or fixing on wa lls, or steel structure or fixtures aligning, levelling, grouting, inter-wiring outgoing, incoming cable terminations as required, e arthing, testing, complete in all respects as per drawings, specifications and directions of the engineer in-charge/site engineer, i ncluding supply of suitable size non-flame proof cable glands for all incoming/outgoing cables and the cost of the materials, tools,labour, glanding, ferruling etc. complete in all respects.The indicated quantity is cumulative weight of panels.\" |
| 543 | STEELSTRUCTURAL WORKS- Supply, fabrication, erection and installation of steel/GI structural works of any type and shape such ascable racks, trays, push button, control posts, ladders, lugs, chain link, fencing, angles, joints, channels, plates, flats, bars e tc as required as per specifications, drawings, directions of site engineer/engineer in-charge, inlcuding cost of all labour, materi als, tools, consumables etc complete in all respects. Job is inclusuve of taking delivery from owner\"s go downand shifting to sitewherever required. |
| 544 | DISMATLING OF CONTROLPANEL / MIMIC PANEL/ CONSOLE DESK/UPS/RTU:Dismantling of Control panels / MIMIC panels/UPS/RTU etc, retriev ing cards/ modules in goodcondition and storage as per direction of site engineer/EIC, retrieving cables from control panels in he althy condition, isolating the retreived cables, labelling, of the cables etc so as to complete the job in every respect as per dire ctions of site engineer / EIC |
| 545 | INSTALLATION OF UV / IR DETECTORS including laying of signalling cables (through conduit/ clamping on wall etc), clamping / fixing o f GI conduit inpump shed etc for integration of detectors with existing Fire Alarm panel including all mounting accessories for su pport etc. as per theapproved scheme to complete the work in all respects inclusive ofsupply of all consumables, cost of all materia ls, labour, painting services, carriages etc. as per specifications, drawings,International Standard practices and the directions of Site Engineer/EIC. Job includesinstallation of all types of detectors, material etc |
| 546 | AIR CONDITIONER CASSETTE TYPE - Supply& Installation of 1.8T CassetteType ACs flushed with false ceiling along with 5KVA Volta ge Stablizer & MS stand for outdoor unit, refregerant piping, drain piping complete for installation in Control Room, PLC room, UPSroom,Battery room& T&I Equipment rooms as per instruction of EIC / Site Engineer |
| 547 | AIR CONDITIONER SPLIT TYPE - Supply& Installation of Industrial Type AC as per specifications. |
| 548 | Supply and installation of IDF (intermediate distribution frame) / Distribution box of20 Pair capacity with mounting arrangement a s per specifications |
| 549 | Supply and installation of MDF (Main distribution frame) /Distribution box of50 Pair capacity with mounting arrangement as per spe cifications |
| 550 | Supply & installation of MAGNETIC PROXIMITY SWITCHwith suitable junction box for termination of leads/cable for extending contact to control system for unauthorised entry of building / MOV fencing. |
| 551 | Laying ofHDPEconduit and blowing of OFCcable inside the SV/MOV premises along the boundary wall, line item includes supply & i nstallation ofsuitable clamps , connectors, fixture, corner bends, tools & tackles (comprising of anchor bolts/nuts/accessories et c) required for OFCentry inside SV/MOV loctaionalong theboundary wall by clamping of HDPEconduit at a height of 1 meter above the finished ground level and extending it along the length of boundary wall at 1 meter height uptothe transition pit inside SV/RC P building as per attached drawing no. STD-793-00. The line item includes all sevices required for blowing of OFC cable iin HDPEco nduit inside the MOV/SV loctaion as per STD - 793 drawing. |
| 552 | Civil - SV NON ITC |
| 553 | Earth work in surface excavation (not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan) in all kinds of soil including getting out and disposal of excavated earth up to all lead and lift, as directed by the Engineer-in-Charge. |
| 554 | 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, all works up to any lead and lift, as directed b y the Engineer-in-Charge : |
| 555 | In all kinds of soil |
| 556 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms including getting out the excavated soil and di sp osal of surplus excavated soil, all works up to any lead and lift, as directed by the Engineer-in-Charge : |
| 557 | In all kinds of soil |
| 558 | In Ordinary rock |
| 559 | In Hard rock (where blasting is prohibited) |
| 560 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto1.5m. |
| 561 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 562 | Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material : |
| 563 | Filling the excavated earth to required grade, level & profile in low lying areas including watering, ramming, compacting at optimum moisture content to 90%of Proctor\"s density consolidation by rolling with 8 to 10 tonne power rollerin layers not exceeding 20c m thickness, including clearing the area by cutting of shrubs, bushes, grass, vegetation, debris etc. stacking and disposing out of plot area to an unobjectional area as directed by Engineer-in-Charge complete in all respects inclusive of cost of all labour, ma te rials, tools, tackles etc. as per drawings, specifications and direction of the Engineer-in- Charge. |
| 564 | Supplying and filling selected earth/ moorum (excluding black cottonsoil) from Contractor\"s own borrow areas including royalty, wi t h all leads and lifts in low laying areas and filling to required grade and level including watering, compacting at optimum moistu recontent to 90% of Proctor\"s density, consolidation and rolling with 8 to 10 tonne power rollerin layers not exceeding 20 cm th ic kness, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications a nd directions of the Engineer-in- Charge. |
| 565 | Supplying all labour, materials, tools, chemicals, spray pumps etc. for making pre-constructional anti- termite treatment & creatinga continuous chemical barrier under & all roundthe column pits, wall trenches, top surface of plinth filling, junction of wall & fl oor, along the exterior perimeter of the building, complete in all respects inclusive of cost of all labour, materials, tools, ta ckl es etc. as per drawings, specifications and direction of Site Engineer. [Note: Total plinth area of the buildingshall be measu red for payment]. |
| 566 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 567 | 1:2:4[1 cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from n atural sources] |
| 568 | 1:3:6[1 cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from n atural sources] |
| 569 | 1:3:6(1 cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from n atural sources) |
| 570 | 1:4:8[1 cement : 4 coarse sand (Zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from n atural sources] |
| 571 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing : |
| 572 | 1:2:4[1 cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from n atural sources] |
| 573 | Centering and shuttering including strutting, propping etc. and removal of formworkfor : |
| 574 | Foundations, footings, bases for columns |
| 575 | Providing and laying damp-proof course 50 mm thick with cement concrete 1:2:4[1 cement : 2 coarse sand (Zone-III) derived from nat u ral sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources] |
| 576 | Making plinth protection 50 mm thick of cement concrete 1:3:6[1 cement : 3 coarse sand derived from natural sources : 6 graded sto n e aggregate 20 mm nominal size derived from natural sources] over 75 mm thick bed of dry brick ballast 40 mm nominal size, well ra mm ed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth, etc . complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and d irec tions of the Engineer-in-Charge. |
| 577 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : |
| 578 | Foundations, footings, bases of columns, etc. for mass concrete |
| 579 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 580 | Suspended floors, roofs, landings, balconies and access platform |
| 581 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 582 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 583 | Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like. |
| 584 | Casting, supplying and erecting in position precast reinforced cement concrete elements (with proper lifting lugs) for trench & drain covers, shelves, partitions, post, slabs etc. for all leads and levels including making necessary moulds, vibrating, tamping, curing, finishing the top surface with cement mortar 1:3 (1 cement : 3 fine sand) to give a smooth and even surface, transportation toSite, aligning and fixing in position with cement mortar 1:3 (1 cement: 3 find sand,)including making recess in brick wall for pl a cing the precast element in position and making goodthe same etc. complete in all respects inclusive of cost of all labour, mate ria ls, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. [Note: Payment for Reinforceme nt s hall be made as per relevant item of SOR.]: |
| 585 | With cement concrete 1:2:4(1 cement : 2 coarse sand : 4 graded stone aggregate 10 mm nominal size). |
| 586 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete uptopl i nth level : |
| 587 | Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 588 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level : |
| 589 | Thermo-Mechanically Treated bars of grade Fe-500 D or more |
| 590 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concr ete work, using coarse aggregate as well as fine aggregate derived from natural sources and cement content as per approved design mi x, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, inc luding admixtures in recommended proportions as per IS: 9103to accelerate, retard setting of concrete, improve workability wit hout impairing strength and durability as per directions of the Engineer-in-Charge. [Note : Cement content considered in this item i s @ 3 30 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.] : |
| 591 | All works uptoplinth level |
| 592 | All works above plinth level uptofloor V level |
| 593 | Extra for providing richer mixes at all floor levels. [Note: Excess/ less cement over the specified cement content used is payable/ recoverable separately] : |
| 594 | Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. [Note: Cement content considered in M-30 is @ 340 Kg/cum] |
| 595 | Add for using extra cement in the items of design mix over and above the specified cement content therein. [Note: Unit \"QN\" shall mean \"QUINTAL\"] |
| 596 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. |
| 597 | Brick work with common burntclay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in : |
| 598 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 599 | Brick work with common burntclay F.P.S. (non- modular) bricks of class designation 7.5 in superstructure above plinth level up to fl oor V level in all shapes and sizes in : |
| 600 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 601 | Half brick masonry with common burntclay F.P.S. (nonmodular) bricks of class designation 7.5 in foundations and plinth in : |
| 602 | Cement mortar 1:3 (1 cement : 3 coarse sand) |
| 603 | Half brick masonry with common burntclay F.P.S. (nonmodular) bricks of class designation 7.5 in superstructure above plinth leve l up to floor V level : |
| 604 | Cement mortar 1:3 (1 cement :3 coarse sand) |
| 605 | Providing and laying autoclaved aerated cement blocks masonry with 150 mm/ 230mm/ 300 mm thick AAC blocks in super structure aboveplinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive m ortar all complete as per directions of Engineer-in- Charge. [Note: The payment of RCC band and reinforcement shall be made for se per ately]. |
| 606 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut Granite (of any colour and shade) for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour a n d texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with ma tc hing pigment, epoxy touchups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complet e at all levels : |
| 607 | Area of slab up to 0.50sqm |
| 608 | Providing and fixing first quality ceramic glazed wall tiles conforming to IS:15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by the Engineer-in-Charge, i n skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey c e ment slurry @ 3.3 Kg/sq.m., including pointing in white cement mixed with pigment of matching shade complete. |
| 609 | Providing and laying Burnt Terracota Tiles 12 mm thick for facia, over walls, sloping RCC Roofs etc. at all levels and locations laid over and including a backing coat of 15 mm thick cement mortar (1 cement : 3 sand) and joints filled with coloured cement of samecolour as tiles complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per specifications and d irections of the Engineer-in- Charge. |
| 610 | Providing and fixing 12 mm thick Elevational Brick Tiles for facia, vertical face of walls, etc. at all levels and locations laid over and including a backing coat of 15 mm thick cement mortar (1 cement : 3 sand) and joints filled with coloured cement of same col our as tiles complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per specification and direc t ions of the Engineer-in- Charge. |
| 611 | Providing and fixing ISI marked flush door shutters conforming to IS:2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard woodand well matched commercial 3 ply veneering with vertical grains or cross bands and face ve ne ers on bothfaces of shutters : |
| 612 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 613 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27 . 5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS:4454 (Part-1) and M.S. top co ver of required thickness for rolling shutters : |
| 614 | 80 x 1.25mm M.S. laths with 1.25mm thick top cover |
| 615 | Providing and fixing ball bearing for rolling shutters. |
| 616 | Supplying and fixing circular/ hexagonal M.S. Sheet ceiling fan box with clamp, 140 mm internal diameter, 73 mm height, 3 mm thick rim bottom, and top lid of 1.5 mm thick, M.S. sheet lids shall be screwed into the M.S. box by means of 3.0 mm diameter round headedscrews, clamp shall be made of 12 mm diameter M.S. bar bent to shape as per standard drawings with over all length as 80 cm complet ein all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions oft he Engineer-in-Charge. |
| 617 | Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3mm and nuts & bolts complete : |
| 618 | Supplying, fabricating, erecting, placing and fixing in position M.S. structural works using rolled/ built up sections for truss, claddings, bracings, purlins, supporting frames made of joists, tubes, pipes, channels, angles, plates, flats, bars etc. including cu t ting to required size welding of joints, fixing anchor plates, including bolts, theading, nuts, washers, sleeves etc. includingp re paration of detailed fabrication drawings & submission to the Engineer-in- Charge for approval before start of fabrication, suppl ying& applying painting with two coats of epoxy paint \"EPILUX 155 High Build Enamel over a coat of \"EPILUX 610\" Primer of M/s BERG ER orany other approved equivalent make as per manufacturer’s recommendation, complete in all respects inclusive of cost of all la bour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. (Excluding the cost o f concrete work). |
| 619 | Supplying, fabricating and fixing M.S. structural steel work made of joists, tubes, pipes, channels, angles, plates, flats, bars etc., for struts, chain link fencing posts as per drawing includinggate, ladders, safety grills, walkways, collapsible gate, signboa r ds, supports for cable trench, making slots for barbed line, wire hoisting, placing in position, embedding in concrete, applying t wocoats of epoxy paint \"EPILUX 155\" High Build Enamel over a coat ofEPILUX 610 Primer of M/s Berger or any other approved equiva len t make as per manufacturer’s recommendation, complete in all respect including cutting to required size welding of joints, fixin g a nchorplates,bolts, theading, nuts, washers, sleeves etc. and necessary lettering of approved pattern on main gate, signboards etc.c omplete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and di rectio ns of the Engineer-in-Charge. (excluding the cost of concrete work). |
| 620 | Supplying, fitting and fixing hot dip galvinised barbed line wire through holes in fencing posts (already made in the bodyof the p o st), tightening and fixing the wire in tight condition with straining bolts (straining bolts at end post) including the cost of cu tt ing and lapping joints, making holes, straining bolts, galvanised staples, binding wires etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. |
| 621 | Supplying and placing in position 5.0 mm thick steel chequered plates over cable ducts, valve pits etc. including provision for lifting arrangements complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specific a tions and directions of the Engineer-in-Charge. |
| 622 | Supplying, fitting and fixing punched tape concertina spiral coil of 50 turns per coil having core wire of 2.6 mm diameter made of high carbon spring steel of high tensile strength as per IS:4454 (Part-I, Grade-II) having minimum galvanising coating thickness equ i valent to 230grams per square metre and low carbon steel strip of 0.5 mm thickness having a series of barbes punched all along t he length on bothsides of the strip at regular interval as per IS:513, DD quality having minimum galvanising coating thickness of 12 m icrons. Hardness of tape should be between 137- 180VPN (Victor Penetration Number). The coil should be clipped sufficiently a t regul ar intervals. The coil should not be stretched for more than 6.0 m length and the minimum diameter of the coil in the closedconditi on should not be less than 600mm complete in all respects inclusive of cost of all labour, materials, tools, tackles etc.as per dr awings, specifications and directions of the Engineer-in-Charge. |
| 623 | Supplying and laying flat brick soling in foundation trench, in floors, garages, sumps, etc., with bricks of class designation 50 laid to proper slope, level and grade etc. filling of the joints with sand etc. complete in all respects inclusive of cost of all lab o ur, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in- Charge. |
| 624 | Providing and laying 52 mm thick cement concrete flooring with metallic hardner topping, under layer of 40 mm thick cement concrete 1:2:4(1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer of 12 mm thick metallic concrete hardn e r consisting of mix 1:2 (1 cement : 2 stone aggregate 6 mm nominal size) by volume with which metallic hardening compound such as IR ONITE NO. 1 of IRONITE CO. OF INDIA LTD. or aproved equivalent mixed in the ratio 4:1 (4 parts of cement : 1 part of metallic flo or hardening compound of approval quality) by weight, inclusive of cost of finishing, labour, material, equipment, etc. as per speci fic ations and directions of the Engineer-in- Charge. |
| 625 | Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make & colour using acid and/or alkali resisting mortar bedding and filling joints with acid and/or alkali resisting cement as per IS:4457, all complete as per specifcations and direc t ions of the Engineer-in-Charge : |
| 626 | In flooring on a bed of 10 mm thick mortar 1:4 (1 acid and/or alkali resistant cement : 4 coarse sand) : |
| 627 | In dado/ skirting on 12 mm thick mortar 1:4 (1 acid and/or alkali resistant cement : 4 coarse sand) : |
| 628 | \"Providing and laying Polished Granite stone slab (Jet Black, Cherry Red, Elite Brown,Cat Eye or equivalent) flooring in required de sign and patterns, in linear as well as curvilinear portions of the building, all complete as per the architectural drawings, wit h 1 8 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand), laid and jointed with cem ent slurry and pointing with white cement slurry admixed with pigment of matching shade, including rubbing, curing and polishing etc . al l complete as specified and as directed by the Engineer-in-Charge.\" |
| 629 | Kota stone slab flooring 25 mm thick over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sa n d) : |
| 630 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and pol i shing complete. |
| 631 | Providing and laying ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of first quality conforming to IS:15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown,laid on 20 mm thick cement mortar 1: 4(1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 Kg/sq.m. including pointing the joints with white cement and m at ching pigment, etc. complete. |
| 632 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the Manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 Kg/sq.m. including grouting the joints with white cement and matchingpigments etc., complete : |
| 633 | Size of Tile 600x600 mm |
| 634 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed ofc ement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 Kg/sq.m. including grouting the joint with whi te cement & matching pigments etc. complete : |
| 635 | Size of Tile 600x600 mm |
| 636 | Providing and fixing removable raised/ false access flooring with system (Unitile Solid Feel (USF)800 or equivalent) and its compo n ents of approved make for different plenum height with possible height adjustment up to 50 mm, comprising of modular load bearing fl oor panels supported on G.I. rectangular stinger frame work and G.I. Pedestal etc. all complete, as per the architectural drawing s, as specified and as directed by Engineer-in-charge consisting of: (A) Providing at required spacing to form modular framework, pe des tals made out of G.I. tube of thickness minimum 2 mm and 25 mm outer diameter, fully welded on to the G.I. Base plate of size 10 0mm x 100mm x 3mmat the bottom of the pedestal tube, G.I. pedestal head of size 75 mm x 75 mm x 3.5 mm welded with G.I. fully thre aded stud 16 mm outer diameter with two G.I. Check nuts screwed on the stud for level adjustment up to 50 mm, locking and stabilizin g thepedestal head in position at the required level. The pedestals shall be fixed to the sub- floor (base) through base plate usi ng epox y based adhesive of approved make or the machine screw with rawl plug. (B) Stringers system in all steel construction hot di pped gal vanized of rectangular size 570x20x30x0.80 mm thick having holes at both ends for securing the stringers on to the pedestalhead usi ng fully threaded screws ensuring maximum lateral stability in all directions, the grid formed by the pedestal and stringe r assemblyshall receive the floor |
| 637 | Providing gola 75x75mm (in 75x75mm deep chase) in cement concrete 1:2:4(1 cement : 2 coarse sand : 4 stone aggregate 10 mm anddo wn gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design. |
| 638 | Making Khurras 45x45cm with average minimum thickness of 5 cm cement concrete 1:2:4(1 cement : 2 coarse sand : 4 graded stone ag gr egate of 20 mm nominal size) over P.V.C.sheet 1 m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coar se s and) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. |
| 639 | Providing and fixing on wall face Unplasticised Rigid PVC (uPVC)rainwater pipes (110mm diameter, single socketed) conforming to IS :13592 Type-A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion. |
| 640 | Providing and fixing on wall face Unplasticised-PVC (UPVC) moulded fittings/ accessories for Un- plasticised Rigid PVC rainwater pip e s conforming to IS:13592 Type A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion : |
| 641 | Coupler (110mm) |
| 642 | Single Push-fit Coupler (110mm) |
| 643 | Bend- 87.5Degrees (110mm) |
| 644 | Shoe - Plain (110mm) |
| 645 | 15 mm cement plaster on the roughside of single or half brick wall of mix : |
| 646 | 1:6 (1 cement : 6 fine sand) |
| 647 | 15 mm cement plaster on roughside of single or half brick wall of mix : |
| 648 | 1:6 (1 cement : 6 coarse sand) |
| 649 | 12 mm cement plaster finished with a floating coat of neat cement of mix : |
| 650 | 1:4 (1 cement : 4 fine sand) |
| 651 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). |
| 652 | 6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand) |
| 653 | Neat cement punning. |
| 654 | Providing & fixing galvanized chicken wire net 20 Gauge, 20 mm mesh size in plastering work at the junction of RCCColumns/ Beams &brickwork as directed by the Engineer-in-Charge. |
| 655 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : |
| 656 | Water thinnable cement primer |
| 657 | Finishing walls with water proofing cement paint of required shade : |
| 658 | New work (Two or more coats applied @ 3.84Kg/10 sqm) |
| 659 | Finishing walls with textured exterior paint of required shade : |
| 660 | New work (Two or more coats applied @ 3.28ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm |
| 661 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 662 | Two or more coats on new work |
| 663 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 664 | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour: |
| 665 | Two coats |
| 666 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obt a ined. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations] : |
| 667 | Preparation and consolidation of sub-grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5cm depth, dressing to camber and consolidating with road roller including making goodthe undulations etc. and re- rolling th e s ub grade and disposal of surplus earth with lead up to 50 metres. |
| 668 | Providing and laying design mix reinforced cement concrete of M-30 grade in roads/ taxi tracks/ runways, using cement content as perdesign mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading, levelling to required s lope/ camber and compacting mechanically by using screed board vibrators, vaccum dewatering process and finally finishing in requi re d texture by floating & brooming with wire brush, including steel form work with sturdy M.S. channel sections, curing, making pro vis ion for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providin g ex pansion joints as per drawing including dowel cap, sponge, sealing tape, bitumen painting, debonding tape and filling joints wi th ap proved joint filler and sealants, complete all as per direction of the Engineer-in-Charge. [Notes: (1) Item of joint fillers, sealan ts, dowel bars with sleeve/ tie bars to be paid separately. (2) The item rate is inclusive of cost of dowel cap, sponge, seal ing tap e, bitumen painting, debonding tape. (3) Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design m ix is payable/ recoverable separately]. |
| 669 | Cement concrete prepared with batch mixing machine |
| 670 | Providing and fixing in position pre-moulded joint filler in expansion joints. [Note: Unit \"CM\" shall mean \"PER CENTIMETRE DEPTHPE R CENTIMETRE WIDTH PERMETRE LENGTH\"]. |
| 671 | Providing and laying in position bitumen hot sealing compound for expansion joints etc. : |
| 672 | Using Grade \"A\" sealing compound. [Note: Unit \"CM\" shall mean \"PERCENTIMETRE DEPTHPER CENTIMETRE WIDTH PERMETRE LENGTH\"]. |
| 673 | Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS:164,on bituminous surface in white/ yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign ma te rial etc. complete : |
| 674 | New work (Two or more coats) |
| 675 | Supplying and fixing Road Humpof minimum size 350mm width x 50 mm thick made of Carbon Black mixed Rubber with Additive of LDPE fo r reinforcement & UV resistant colouring agent of black & yellow colour with 4 reflective glass beads, of weight not less than 16Kg /metre, and capacity to withstand minimum 35 tonne weight (moving vehicle load) including cleaning the road surface of all dirt,sca les, oil, grease and foreign material etc. and fixing the humpon the Road top as per manufactures specifications with necessa ry fas teners complete in all respects inclusive of cost of all labour, materials, fasteners, tools, tackles etc. as per specificati on and directions of the Engineer-in-Charge. |
| 676 | Construction of granular sub-base by providing close graded material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motorgrader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as pers pecifications and directions of the Engineer-in-Charge : |
| 677 | With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 |
| 678 | \"Providing and laying factory made chamfered edge interlocking Cement Concrete paver blocks in foot path, park & lawns driveway or l i ght & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in r eq uired colour & pattern over 50mmthick compacted bed of course sand, compacting and proper embedding/laying of inter locking pav er b locks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manuf acturer\"s specifications & directions of the Engineer-in-Charge :\" |
| 679 | 60mmthick Cement Concrete paver block of M-35 grade with approved colour, design & pattern. |
| 680 | 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 (th i ckness of joints except at sharp curve shall not to more than 5mm),including making drainage opening wherever required complete etc . as per directions of the Engineer-in-Charge. [Notes: (1) Length of finished kerb edging shall be measured for payment. (2) Pre cast C.C.kerb stones shall be approved by the Engineer-in-Charge.] |
| 681 | Providing and fixing white vitreous china pedestal type water closet (European type) (Ref. Make: HINDWARE, Model: Cat No.-20058 or equivalent approved) with seat and lid, 10 litre low level white vitreous china dual flushing cistern (Ref. Make: HINDWARE, Model: C a t No.-21028 or equivalent approved) & C.P.flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with spe cials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and bra cket s, cutting and making goodthe walls and floors wherever required : |
| 682 | W.C. pan with ISI marked white solid plastic seat and lid |
| 683 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P.brass spreaders with brass unions and G.I c l amps complete, including painting of fittings and brackets, cutting and making goodthe walls and floors wherever required : |
| 684 | One urinal basin with 5 litre white P.V.C.automatic flushing cistern |
| 685 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P.brass pillar taps, 32 mm C.P.brass waste of standard pattern, incl ud ing painting of fittings and brackets, cutting and making goodthe walls wherever require : |
| 686 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P.brass pillar tap |
| 687 | Providing and fixing P.V.C.waste pipe for sink or wash basin including P.V.C.waste fittings complete : |
| 688 | Flexible Pipe : |
| 689 | 32 mm diameter |
| 690 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board grou nd fixed to wooden cleats with C.P.brass screws and washers complete. |
| 691 | Providing and fixing toilet paper holder : |
| 692 | C.P.Brass (Ref. Make: JAQUAR, Model: Cat. No.- 1151or approved equivalent). |
| 693 | Providing and fixing soil, waste and vent pipes : |
| 694 | 100mm diameter : |
| 695 | Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS:3989 |
| 696 | Providing and fixing the following washroom fittings, complete in all respects; inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engineer-in- Charge : |
| 697 | Stainless steel liquid soap container (spring loaded push type) with lid and brackets fixed to P.V.C.cleats with C.P.brass screw s, etc. |
| 698 | C.P.brass double coat hook(Ref. Make: JAQUAR, Model: Cat. No. 1161or approved equivalent). |
| 699 | Internal Work - Exposed on wall: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC)pipes, having thermal stability for hot& cold water supply, including all CPVCplain & brass threaded fittings, including fixing the pipe with clamps at 1.00m spacing.Th is includes jointing of pipes & fittings with one step CPVCsolvent cement and testing of joints complete as per directions of the E ngineer-in-Charge : |
| 700 | 15 mm nominal outer dia pipes |
| 701 | 20 mm nominal outer dia pipes |
| 702 | Internal Work - Concealed in wall: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC)pipes, having thermal stability for h o t & cold water supply, including all CPVCplain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00m spacing. Th is i ncludes jointing of pipes & fittings with one step CPVCsolvent cement and the cost of cutting chases and making good the sameinclu ding testing of joints complete as per directions of the Engineer-in-Charge : |
| 703 | 15 mm nominal dia pipes |
| 704 | 20 mm nominal dia pipes |
| 705 | External Work: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC)pipes, having thermal stability for hot & cold water supp l y including all CPVCplain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVCsolvent cemen t, t renching, refilling & testing of joints complete as per directions of the Engineer-in-Charge : |
| 706 | 50 mm nominal dia pipes |
| 707 | 100mm nominal dia pipes |
| 708 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 709 | 20 mm nominal bore |
| 710 | 25 mm nominal bore |
| 711 | 32 mm nominal bore |
| 712 | Providing and fixing C.P.brass long nose bib cockof approved quality conforming to IS standards and weighing not less than 810 g ms: |
| 713 | 15 mm nominal bore |
| 714 | Providing and fixing 15mmdiameter C.P.brass tap as per following with C.P.brass flange including cutting & making goodthe wa lls wherever required, etc. complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specific atio ns and directions of the Engineer-in-Charge : |
| 715 | Bib Cock(Ref. Make: JAQUAR, Model: Cat. No. 0021 or approved equivelent) |
| 716 | Providing and fixing 15mmdiameter C.P.brass angle valve as per following with C.P.copper connecting pipe 375mm long or as requ ire d including nuts, washers, C.P.brass flange, etc. including cutting & making goodthe walls wherever required, etc. complete in allrespects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Enginee r-in-Ch arge : |
| 717 | Angle Valve (Ref. Make: JAQUAR, Model: Cat. No. 0053or approved equivalent) |
| 718 | Providing and fixing 15mmdiameter C.P.brass stop cockwith wall flange (Ref. Make: JAQUAR, Model: Cat. No. 0933or approved eq uiva lent), male end with C.P.copper connecting pipe 375mm long or as required including nuts, washers, C.P.brass flange etc. in cludingcutting & making goodthe walls wherever required complete in all respects inclusive of cost of all materials, labour, too ls, tackl es etc. as per specifications and directions of the Engineer-in- Charge. |
| 719 | Providing & fixing Angle Valve(Ref. Make: JAQUAR, Model: Cat. No. 563or approved equivalent) and Health Faucet with flexible tub e 8mmdiameter x 1.5 m long (Ref. Make: JAQUAR, Model: Cat. No. 549 or approved equivalent). |
| 720 | Providing and fixing rectangular high density polyethylene water storage loft tank with cover (Ref. Make: SINTEX or approved equivalent), conforming to ISI:12701, colour of opaque white or as approved by the Engineer-in-Charge. The rate includes making necessary h oles for inlet, outlet & overflow pipes. The base support including fittings & fixtures for tank shall be paid separately. |
| 721 | Providing, laying and jointing glazed stoneware pipes Class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : |
| 722 | 100mm diameter |
| 723 | 150mm diameter |
| 724 | 200mm diameter |
| 725 | 250mm diameter |
| 726 | Providing and fixing square mouthS.W.gully trap class SP-1 complete with C.I. grating, brick masonry chamber with water tight C. I.cover with frame of 300x300 mm size (inside dimension). The brick masonary chamber shall be constructed with common burntclay F.P.S. (Non-modular) bricks of class designation 7.5. [Note: Weight of the cover shall not less than 4.50kg and weight of the fr ame sha ll not be less than 2.70kg as per standard design] : |
| 727 | 100x100 mm size P-type |
| 728 | Providing and laying non-pressure NP-2class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in t he proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : |
| 729 | 250mm dia. R.C.C. pipe |
| 730 | 300mm dia. R.C.C. pipe |
| 731 | 450mm dia. R.C.C. pipe |
| 732 | Providing and laying Non Pressure NP-3class (Medium duty) R.C.C. pipes including collars/ spigot jointed with stiff mixture of cem e nt mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : |
| 733 | 450mm dia R.C.C. pipes |
| 734 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with common burnt clay F.P.S. (Non-modular) bricks of class designation 7.5 in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internaldimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 Kg and weight of frame 15 Kg), R.C.C. to p slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10(1 cem en t : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement :3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design : |
| 735 | Inside dimensions 455x610 mm and 45 cm deep for single pipeline : |
| 736 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey combshaft with bricks and S.W.drain pipe 100mm d iam eter, 1.8 m long complete as per standard design : |
| 737 | With common burntclay F.P.S. (Non-modular) bricks of class designation 7.5 |
| 738 | Constructing brick masonry Septic Tank with brickwork in cement mortar 1:6 including R.C.C. 1:2:4 (1 cement : 2 sand : 4 graded coarse aggregate) top slab, C.I. cover all as per standard drawing, etc. complete in all respects inclusive of cost of all materials, l a bour,tools, tackles etc. as per drawings, specifications and directions of the Engineer-in- Charge : |
| 739 | For 10 Users |
| 740 | Constructing percolation pit of size 3.0mdiameter and 2.0mdeep, filled with 40 mm size brick ballast including providing suitabl e pre-cast RCCcovers with lifting lugs, laying of 150mm diameter x 5.0mlong U.P.V.C. pipe embedded in pit/ outlet pipe all compl ete as per specification and directions of the Engineer-in-Charge. |
| 741 | Providing and fixing self cleaning S.C.I.heavy quality Floor/ Nahani trap with 100mm diameter inlet and 100mm diameter outlet, 125 mm C.P.brass grating (heavy type) with or without vent arm including cost of cutting and making goodthe walls and floors, join ting with lead caulked joints, connecting with waste water pipe etc. complete in all respects inclusive of cost of all materials, la bour,tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. |
| 742 | \"Providing and fixing 32mmdiameter (Nominal Bore) brass ball valve of approved quality complete with high pressure copper floats, co mplete in all respects inclusive of cost of all materials, labour, tools, tackles, etc. complete as per specifications and direction s of the Engineer-in-C harge.\" |
| 743 | Construction of second class brick masonary open surface drain (Size: 200mm wide & 200mm average depth) in cement mortar 1:4 laid over a bed of 150mm thick cement concrete 1:3:6(1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including m ak ing haunches and providing 15mmthick cement plaster in CM 1:4 (1 cement : 4 coarse sand) with a floating coat of neat cement in sideand its top and exposed surfaces, including excavatioin, disposal of the surplus earth up to any lead and lift as per standarddesi gn and drawing, complete in all respects inclusive of cost of all labour, materials, carriages, excavation and refilling, curi ng etc ., as per specifications and directions of the Engineer-in-Charge. |
| 744 | Constructing Brick Masonary catch pit in cement mortar 1:4 (1 cement : 4 coarse sand) including necessary excavation, 200mm thick foundation concrete 1:3:6mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40mmsize) and inside and top plastering (15mm t hic k) with cement mortar 1:4 (1 cement : 4 coarse sand) finished with a floating coat of neat cement making necessary connections t o dr ains inclusive ofall labour, material, equipment, etc., all complete as per drawing, specifications and directions of the Eng ineer -in-Charge : |
| 745 | 1000mm x 1000mm x depth up to 1200mm inner dimensions. |
| 746 | 750mm x 750mm x depth up to 1000mm inner dimensions |
| 747 | 600mm x 600mm x depth up to 750mm inner dimensions |
| 748 | Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but includingthe cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the l e ngth of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mudcirculation (DMC) or Bailer and chis el technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads [No tes: (1) Length of pile for payment shall be measured up to bottom of pile cap. (2) Truck Mounted rotary/ TMR/ Tubewell boring m achi ne shall not be used] : |
| 749 | Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost o fsteel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile ca p etc. all complete. [Note: Length of pile for payment shall be measured uptoto the bottom of pile cap] : |
| 750 | 400mm diameter piles |
| 751 | Vertical load testing of piles in accordance with IS:2911 (Part-IV) including installation of loading platform by Kentledge/ Anchorpiles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per s p ecification & the direction of the Engineer-In- Charge. [Notes : (1) Initial and Routine Load Test shall not be carried out by Dyn ami c method of testing. (2) Testing agency shall submitt the design of loading platform for the approval of the Engineer-in- Charge .] : |
| 752 | Single pile up to 50 tonne Safe Capacity : |
| 753 | Initial Test (Test Load 2.5 times the Safe Capacity) [Note: Unit \"EA\" shall mean \"PERTEST\"] |
| 754 | Routine Test (Test Load 1.5 times the Safe Capacity) [Note: Unit \"EA\" shall mean \"PERTEST\"] |
| 755 | Lateral load testing of single pile in accordance with IS Code of practice IS:2911 (Part-IV) for determining safe allowable lateral load on pile : |
| 756 | Up to 50 tonne capacity pile. [Note: Unit \"EA\" shall mean \"PERTEST\"] |
| 757 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS:733and IS:1285, fixing with dash fasteners of requir eddia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neo pre ne gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required includ ing cleat angle, Aluminium snap beading for glazing / paneling, C.P.brass / stainless steel screws, all complete as per architectu ral drawings and the directions of the Engineer-in-Charge. [Note: Glazing, paneling and dash fasteners to be paid for separately] : |
| 758 | For fixed portion : |
| 759 | Powder coated aluminium (Minimum thickness of powder coating 50 micron) |
| 760 | For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required. [Note: Fittings shall be paid for separately] : |
| 761 | Powder coated aluminium (Minimum thickness of powder coating 50 micron) |
| 762 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber/ neoprene gasket etc. complete as per the architectural drawings and directions of the Engineer-in-Charge. [Note: Cost of aluminium snap beading shallbe paid in basic item] : |
| 763 | With float glass panes of 5.50mm thickness |
| 764 | Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS:6315, having brand logo embossed on the body/plate with double spring mechanism and doorweight up to 125 Kg, for doors, including cost of cutting floo rs,embedding in floors as required and making goodthe same matching to the existing floor finishing and cover plates with brass pivotand single piece M.S. sheet outer box with slide plate etc. complete as per directions of the Engineer-in-Charge.: |
| 765 | With stainless steel cover plate minimum 1.25mm thickness |
| 766 | Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick & 2100mm long with SS screws etc .complete as per d irections of the Engineer-in-Charge : |
| 767 | Powder coated (Minimum thickness 50 micron) aluminium tubular handle bar |
| 768 | Providing and fixing brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making goodetc. complete. |
| 769 | Filling the gap in between Aluminium/ Stone/ Wood frame and adjacent RCC/Brick/ Stone/ Wood/ Ceramic/ Gypsum work by providing wea t her/ structural non-sag elastomeric PU sealant over backer rod of approved quality as per architectural drawings and directions oft he Engineer-in-Charge complete, complying to ASTM C920, DIN 18540-F & ISO 11600 : |
| 770 | Up to 5 mm depth and 5 mm width |
| 771 | Providing and fixing, on fixed glazing/ doors/ window panes, sun control film \"HP NATURAL 35 SAFETY COMBINATION FILM-4Mil\" of M/s. GARWARE or approved equivalent make and shade, all complete as per manufacturer\"s specification and as per directions of the Enginee r -in-Charge. |
| 772 | Grading roof for water proofing treatment with : |
| 773 | Cement mortar 1:3 (1 cement : 3 coarse sand) |
| 774 | Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having SunRefle c tivity Index (SRI) of 105 on top of concrete roof in three coats @ 10.76 litre/10 sqm. One coat of self-priming of elastomeric wat er proofing liquid (dilution with water in the ratio of3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thi ckness of complete application/ system not less than 500 microns). The operation shall be carried out after scrapping and proper ly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per directions of the Engineer-in-Ch arge . |
| 775 | Supplying and using water proofing compound like CICO, PUDDLEor any other approved brand with Cement Plaster/ CC/ RCCcomplete ina ll respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of theEn gineer-in-Charge. |
| 776 | Boring/ drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS:2800 (Part-I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all e q uipment, tools, plants & machineries required for the job, all complete as per directions of the Engineer-in- Charge, up to 90 met re depth below ground level : |
| 777 | All types of soil : |
| 778 | 300mm diameter |
| 779 | Rockystrata including boulders : |
| 780 | 300mm diameter |
| 781 | Supplying, assembling, lowering and fixing in vertical position in bore well, Un-plasticized PVC medium well casing (CM) pipe of required dia, conforming to IS:12818, including required hire and labour charges, fittings & accessories etc. all complete, for all de p ths, as per directions of the Engineer-in-Charge : |
| 782 | 150mm nominal size diameter |
| 783 | Supplying, assembling, lowering and fixing in vertical position in bore well Un-plasticized P.V.C.medium well screen (RMS) pipes w i th ribs, conforming to IS:12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as perd irections of the Engineer-in-Charge : |
| 784 | 150mm nominal size diameter |
| 785 | \"Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, fo rall leads & lifts, all complete as per directions of the Engineer-in-Charge.\" |
| 786 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per directions of the Engineer-in-Charge. |
| 787 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per directions of the Engineer-in-Charge. |
| 788 | Gravel packing in tubewell construction in accordance with IS:4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per directions of the Engineer-in-Charge. |
| 789 | Development of tube well in accordance with IS:2800 (Part-I) and IS:11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well i sfully developed, measuring yield of well by \"V\" notchmethod or any other approved method, measuring static level & draw downe tc. by step draw downmethod, collecting water samples & getting tested in approved laboratory, including disinfection of tubewell,all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and directions ofthe Engineer-in-Charge. [Note: Unit \"H\" shall mean \"PERHOUR\"]. |
| 790 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of : |
| 791 | 150mm diameter |
| 792 | Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS:2800 (Part-I), including necessary bolts & nuts of required size complete. : |
| 793 | 150mm clamp |
| 794 | Providing and fixing Bail plug/ Bottomplug of required diameter to the bottom of pipe assembly of tubewell as per IS:2800 (Part-I): |
| 795 | 150mm diameter |
| 796 | Supplying, providing, installation, testing & commissioning of sub-mersible pump-cum-motor of approved make capable of delivering 300 Litre Per Minute (LPM) to required head with starter, wiring from starter to motorand incoming feeder to starter including pipew ith all attachment complete in all respects inclusive of cost of all labour, materials, tools, tackles, etc. as per drawings, spe cif ications and directions of the Engineer-in-Charge : |
| 797 | 10.0HP |
| 798 | Providing and placing in position hand pumpof approved quality for 40 mm diameter G.I. pipe complete with all accessories. |
| 799 | Construction of open surface drain complete as per drawing including necessary excavation, refilling, disposal of surplus earth, providing and laying one layer of flat brick and cement concrete 1:3:6(150mm thick) at bottom, lining with brick masonry in cementmo rtar 1:4 (1 cement : 4 coarse sand), plastering exposed surface with 18 mm thick cement mortar 1:4 1:4 (1 cement : 4 coarse sand ) wi th a floating coat of neat cement, rounding off corners etc. complete as per specification, drawing and directions of the Engin eer-i n-Charge : |
| 800 | Providing and making Construction/ Contraction joint by mechanically cutting 12mmx 25mmdeep groove and filling with bituminous s ea ling compound including cleaning etc. complete as per drawing, specifications and directions of the Engineer-in- Charge. |
| 801 | Providing and fixing 75mmdiameter P.V.C.pipe (4 Kg/sq.cm) for Weep Holes in Masonry/ RCCwall including providing 230x230x230 m m s ize (approx.) filter using pebles of 40mm& downsize in every weep hole on retaining side etc. complete in all respects inclu sive o f cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engineer-in-Charge. |
| 802 | Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) floodin gwith water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts. [Note: Cost of manure, slu dg e or extra good earth if needed shall be paid separately under relevant item of SOR]. |
| 803 | Holes 1.2 m diameter and 1.2 m deep |
| 804 | Holes 60 cm diameter and 60 cm deep |
| 805 | Plantation of Trees, Shrubs and Hedges at site including watering and removal of unserviceable materials as per direction of the Eng ineer-in-Charge (excluding cost of plant & water): |
| 806 | Tree Plant |
| 807 | Shrub Plant |
| 808 | Hedge Plant/ Ground Cover |
| 809 | Supply and planting sapling (not less than 45 cm in height and 60 cm centre to centre) of Casurina, Labrum, Gulmohar, Ashokas, Bottle Palm, Bougenvilla, Hibiscus, Roses or other approved type of variety of plants, watering & maintenance for 30 days minimum comple t e in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engi ne er-in- Charge. |
| 810 | Providing and laying cement concrete 1:2:4(1 cement : 2 coarse sand : 4 graded stone aggregate 10 mm downsize) mixed with approv edbrand of water proofing compound @ 1Kg/50Kg bag of cement, in roof grading, coping, in bed concrete etc. at all heights & dept hs,including providing centering and shuttering, scaffolding, watering, curing, vibrating, etc. complete in all respects inclusiveof cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of the Site Engineer. |
| 811 | Brick work with modular extruded bruntfly ash clay sewer bricks (Conforming to IS: 4885) in cement mortar 1:4 (1 cement : 4 coar sesand) in foundation and plinth : Cement mortar 1:4 |
| 812 | Brick work with clay flyash F.P.S. (nonmodular) brick of class designation 7.5 in superstructure above plinth level up to floor fi v e level in : Cement mortar 1:4 |
| 813 | Half brick masonry with nonmodular fly ash bricks of class designation 10, conformingio IS :12894, in super structure above plinthand uptofloor V level : Cement mortar 1 : 3 (1 cement : 3 coarse sand) |
| 814 | Civil - SV ITC |
| 815 | 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, all works up to any lead and lift, as directed b y the Engineer-in-Charge : |
| 816 | In all kinds of soil |
| 817 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 818 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 819 | 1:4:8[1 cement : 4 coarse sand (Zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from n atural sources] |
| 820 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : |
| 821 | Foundations, footings, bases of columns, etc. for mass concrete |
| 822 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete uptopl i nth level : |
| 823 | Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 824 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concr ete work, using coarse aggregate as well as fine aggregate derived from natural sources and cement content as per approved design mi x, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, inc luding admixtures in recommended proportions as per IS:9103to accelerate, retard setting of concrete, improve workability with out impairing strength and durability as per directions of the Engineer-in-Charge. [Note : Cement content considered in this item is@ 3 30 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.] : |
| 825 | All works uptoplinth level |
| 826 | Extra for providing richer mixes at all floor levels. [Note: Excess/ less cement over the specified cement content used is payable/ recoverable separately] : |
| 827 | Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. [Note: Cement content considered in M-30 is @ 340 Kg/cum] |
| 828 | Add for using extra cement in the items of design mix over and above the specified cement content therein. [Note: Unit \"QN\" shall mean \"QUINTAL\"] |
| 829 | Supplying and providing non-shrinkable cement grout (SHRINKKOMP20 or any other equivalent approved brand) for grouting holding dow n bolts in pocket holes for equipment foundation, including necessary surface preparation mixing of grout,curing as per manufact urer \"s recommendation/ specification and directions of the Engineer-in-Charge. [Note: This item shall be operated under specific in struc tions of the Engineer-in-Charge] |
| 830 | 6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand) |
| 831 | Civil - SSNON ITC |
| 832 | Earth work in surface excavation (not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan) in all kinds of soil including getting out and disposal of excavated earth up to all lead and lift, as directed by the Engineer-in-Charge. |
| 833 | 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, all works up to any lead and lift, as directed b y the Engineer-in-Charge : |
| 834 | In Ordinary rock |
| 835 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms including getting out the excavated soil and di sp osal of surplus excavated soil, all works up to any lead and lift, as directed by the Engineer-in-Charge : |
| 836 | In all kinds of soil |
| 837 | In Ordinary rock |
| 838 | In Hard rock (where blasting is prohibited) |
| 839 | \"Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in d epth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto1.5m.\" |
| 840 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 841 | Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material : |
| 842 | Filling the excavated earth to required grade, level & profile in low lying areas including watering, ramming, compacting at optimum moisture content to 90%of Proctor\"s density consolidation by rolling with 8 to 10 tonne power rollerin layers not exceeding 20c m thickness, including clearing the area by cutting of shrubs, bushes, grass, vegetation, debris etc. stacking and disposing out of plot area to an unobjectional area as directed by Engineer-in-Charge complete in all respects inclusive of cost of all labour, ma te rials, tools, tackles etc. as per drawings, specifications and direction of the Engineer-in- Charge. |
| 843 | Supplying and filling selected earth/ moorum (excluding black cottonsoil) from Contractor\"s own borrow areas including royalty, wi th all leads and lifts in low laying areas and filling to required grade and level including watering, compacting at optimum moistur econtent to 90% of Proctor\"s density, consolidation and rolling with 8 to 10 tonne power rollerin layers not exceeding 20 cm thi c kness, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications an d directions of the Engineer-in- Charge. |
| 844 | Supplying all labour, materials, tools, chemicals, spray pumps etc. for making pre-constructional anti- termite treatment & creatinga continuous chemical barrier under & all roundthe column pits, wall trenches, top surface of plinth filling, junction of wall & fl oor, along the exterior perimeter of the building, complete in all respects inclusive of cost of all labour, materials, tools, ta ckl es etc. as per drawings, specifications and direction of Site Engineer. [Note: Total plinth area of the buildingshall be measu red for payment]. |
| 845 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 846 | 1:2:4[1 cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from n atural sources] |
| 847 | 1:3:6[1 cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from n atural sources] |
| 848 | 1:3:6(1 cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from n atural sources) |
| 849 | 1:4:8[1 cement : 4 coarse sand (Zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from n atural sources] |
| 850 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing : |
| 851 | 1:2:4[1 cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from n atural sources] |
| 852 | Centering and shuttering including strutting, propping etc. and removal of formworkfor : |
| 853 | Foundations, footings, bases for columns |
| 854 | Providing and laying damp-proof course 50 mm thick with cement concrete 1:2:4[1 cement : 2 coarse sand (Zone-III) derived from nat u ral sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources] |
| 855 | Making plinth protection 50 mm thick of cement concrete 1:3:6[1 cement : 3 coarse sand derived from natural sources : 6 graded sto n e aggregate 20 mm nominal size derived from natural sources] over 75 mm thick bed of dry brick ballast 40 mm nominal size, well ra mm ed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth, etc . complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and d irec tions of the Engineer-in-Charge. |
| 856 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : |
| 857 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : |
| 858 | Foundations, footings, bases of columns, etc. for mass concrete |
| 859 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 860 | Suspended floors, roofs, landings, balconies and access platform |
| 861 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 862 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 863 | Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like. |
| 864 | Casting, supplying and erecting in position precast reinforced cement concrete elements (with proper lifting lugs) for trench & drain covers, shelves, partitions, post, slabs etc. for all leads and levels including making necessary moulds, vibrating, tamping, curing, finishing the top surface with cement mortar 1:3 (1 cement : 3 fine sand) to give a smooth and even surface, transportation toSite, aligning and fixing in position with cement mortar 1:3 (1 cement: 3 find sand,)including making recess in brick wall for pl a cing the precast element in position and making goodthe same etc. complete in all respects inclusive of cost of all labour, mate ria ls, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. [Note: Payment for Reinforceme nt s hall be made as per relevant item of SOR.]: |
| 865 | With cement concrete 1:2:4(1 cement : 2 coarse sand : 4 graded stone aggregate 10 mm nominal size). |
| 866 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete uptopl i nth level : |
| 867 | Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 868 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level : |
| 869 | Thermo-Mechanically Treated bars of grade Fe-500 D or more |
| 870 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concr ete work, using coarse aggregate as well as fine aggregate derived from natural sources and cement content as per approved design mi x, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, inc luding admixtures in recommended proportions as per IS: 9103to accelerate, retard setting of concrete, improve workability wit hout impairing strength and durability as per directions of the Engineer-in-Charge. [Note : Cement content considered in this item i s @ 3 30 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.] : |
| 871 | All works uptoplinth level |
| 872 | All works above plinth level uptofloor V level |
| 873 | Extra for providing richer mixes at all floor levels. [Note: Excess/ less cement over the specified cement content used is payable/ recoverable separately] : |
| 874 | Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. [Note: Cement content considered in M-30 is @ 340 Kg/cum] |
| 875 | Add for using extra cement in the items of design mix over and above the specified cement content therein. [Note: Unit \"QN\" shall mean \"QUINTAL\"] |
| 876 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. |
| 877 | Brick work with common burntclay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in : |
| 878 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 879 | Brick work with common burntclay F.P.S. (non- modular) bricks of class designation 7.5 in superstructure above plinth level up to fl oor V level in all shapes and sizes in : |
| 880 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 881 | Half brick masonry with common burntclay F.P.S. (nonmodular) bricks of class designation 7.5 in foundations and plinth in : |
| 882 | Cement mortar 1:3 (1 cement : 3 coarse sand) |
| 883 | Half brick masonry with common burntclay F.P.S. (nonmodular) bricks of class designation 7.5 in superstructure above plinth leve l up to floor V level : |
| 884 | Cement mortar 1:3 (1 cement :3 coarse sand) |
| 885 | Providing and laying autoclaved aerated cement blocks masonry with 150 mm/ 230mm/ 300 mm thick AAC blocks in super structure aboveplinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive m ortar all complete as per directions of Engineer-in- Charge. [Note: The payment of RCC band and reinforcement shall be made for se per ately]. |
| 886 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut Granite (of any colour and shade) for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour a n d texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with ma tc hing pigment, epoxy touchups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complet e at all levels : |
| 887 | Area of slab up to 0.50sqm |
| 888 | Providing and fixing first quality ceramic glazed wall tiles conforming to IS:15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by the Engineer-in-Charge, i n skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey c e ment slurry @ 3.3 Kg/sq.m., including pointing in white cement mixed with pigment of matching shade complete. |
| 889 | Providing and laying Burnt Terracota Tiles 12 mm thick for facia, over walls, sloping RCC Roofs etc. at all levels and locations laid over and including a backing coat of 15 mm thick cement mortar (1 cement : 3 sand) and joints filled with coloured cement of samecolour as tiles complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per specifications and d irections of the Engineer-in- Charge. |
| 890 | Providing and fixing 12 mm thick Elevational Brick Tiles for facia, vertical face of walls, etc. at all levels and locations laid over and including a backing coat of 15 mm thick cement mortar (1 cement : 3 sand) and joints filled with coloured cement of same col our as tiles complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per specification and direc t ions of the Engineer-in- Charge. |
| 891 | Providing and fixing ISI marked flush door shutters conforming to IS:2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard woodand well matched commercial 3 ply veneering with vertical grains or cross bands and face ve ne ers on bothfaces of shutters : |
| 892 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 893 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27 . 5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS:4454 (Part-1) and M.S. top co ver of required thickness for rolling shutters : |
| 894 | 80 x 1.25mm M.S. laths with 1.25mm thick top cover |
| 895 | Providing and fixing ball bearing for rolling shutters. |
| 896 | Supplying and fixing circular/ hexagonal M.S. Sheet ceiling fan box with clamp, 140 mm internal diameter, 73 mm height, 3 mm thick rim bottom, and top lid of 1.5 mm thick, M.S. sheet lids shall be screwed into the M.S. box by means of 3.0 mm diameter round headedscrews, clamp shall be made of 12 mm diameter M.S. bar bent to shape as per standard drawings with over all length as 80 cm complet ein all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions oft he Engineer-in-Charge. |
| 897 | Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3mm and nuts & bolts complete : |
| 898 | Supplying, fabricating, erecting, placing and fixing in position M.S. structural works using rolled/ built up sections for truss, claddings, bracings, purlins, supporting frames made of joists, tubes, pipes, channels, angles, plates, flats, bars etc. including cu t ting to required size welding of joints, fixing anchor plates, including bolts, theading, nuts, washers, sleeves etc. includingp re paration of detailed fabrication drawings & submission to the Engineer-in- Charge for approval before start of fabrication, suppl ying& applying painting with two coats of epoxy paint \"EPILUX 155 High Build Enamel over a coat of \"EPILUX 610\" Primer of M/s BERG ER orany other approved equivalent make as per manufacturer’s recommendation, complete in all respects inclusive of cost of all la bour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. (Excluding the cost o f concrete work). |
| 899 | Supplying, fabricating and fixing M.S. structural steel work made of joists, tubes, pipes, channels, angles, plates, flats, bars etc., for struts, chain link fencing posts as per drawing includinggate, ladders, safety grills, walkways, collapsible gate, signboa r ds, supports for cable trench, making slots for barbed line, wire hoisting, placing in position, embedding in concrete, applying t wocoats of epoxy paint \"EPILUX 155\" High Build Enamel over a coat ofEPILUX 610 Primer of M/s Berger or any other approved equiva len t make as per manufacturer’s recommendation, complete in all respect including cutting to required size welding of joints, fixin g a nchorplates,bolts, theading, nuts, washers, sleeves etc. and necessary lettering of approved pattern on main gate, signboards etc.c omplete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and di rectio ns of the Engineer-in-Charge. (excluding the cost of concrete work). |
| 900 | Supplying, fitting and fixing hot dip galvinised barbed line wire through holes in fencing posts (already made in the bodyof the p o st), tightening and fixing the wire in tight condition with straining bolts (straining bolts at end post) including the cost of cu tt ing and lapping joints, making holes, straining bolts, galvanised staples, binding wires etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. |
| 901 | Supplying and placing in position 5.0 mm thick steel chequered plates over cable ducts, valve pits etc. including provision for lifting arrangements complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specific a tions and directions of the Engineer-in-Charge. |
| 902 | Supplying, fitting and fixing punched tape concertina spiral coil of 50 turns per coil having core wire of 2.6 mm diameter made of high carbon spring steel of high tensile strength as per IS:4454 (Part-I, Grade-II) having minimum galvanising coating thickness equ i valent to 230grams per square metre and low carbon steel strip of 0.5 mm thickness having a series of barbes punched all along t he length on bothsides of the strip at regular interval as per IS:513, DD quality having minimum galvanising coating thickness of 12 m icrons. Hardness of tape should be between 137-180VPN (Victor Penetration Number). The coil should be clipped sufficiently atregul ar intervals. The coil should not be stretched for more than 6.0 m length and the minimum diameter of the coil in the closed conditi on should not be less than 600mm complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per dr awings, specifications and directions of the Engineer-in-Charge. |
| 903 | Supplying and laying flat brick soling in foundation trench, in floors, garages, sumps, etc., with bricks of class designation 50 laid to proper slope, level and grade etc. filling of the joints with sand etc. complete in all respects inclusive of cost of all lab o ur, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in- Charge. |
| 904 | Providing and laying 52 mm thick cement concrete flooring with metallic hardner topping, under layer of 40 mm thick cement concrete 1:2:4(1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer of 12 mm thick metallic concrete hardn e r consisting of mix 1:2 (1 cement : 2 stone aggregate 6 mm nominal size) by volume with which metallic hardening compound such as IR ONITE NO. 1 of IRONITE CO. OF INDIA LTD. or aproved equivalent mixed in the ratio 4:1 (4 parts of cement : 1 part of metallic flo or hardening compound of approval quality) by weight, inclusive of cost of finishing, labour, material, equipment, etc. as per speci fic ations and directions of the Engineer-in- Charge. |
| 905 | Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make & colour using acid and/or alkali resisting mortar bedding and filling joints with acid and/or alkali resisting cement as per IS:4457, all complete as per specifcations and direc t ions of the Engineer-in-Charge : |
| 906 | In flooring on a bed of 10 mm thick mortar 1:4 (1 acid and/or alkali resistant cement : 4 coarse sand) : |
| 907 | In dado/ skirting on 12 mm thick mortar 1:4 (1 acid and/or alkali resistant cement : 4 coarse sand) : |
| 908 | Providing and laying Polished Granite stone slab (Jet Black, Cherry Red, Elite Brown,Cat Eye or equivalent) flooring in required d e sign and patterns, in linear as well as curvilinear portions of the building, all complete as per the architectural drawings, with1 8 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand), laid and jointed with ceme nt slurry and pointing with white cement slurry admixed with pigment of matching shade, including rubbing, curing and polishing etc.al l complete as specified and as directed by the Engineer-in-Charge. |
| 909 | Kota stone slab flooring 25 mm thick over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sa n d) : |
| 910 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and pol i shing complete. |
| 911 | Providing and laying ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of first quality conforming to IS:15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown,laid on 20 mm thick cement mortar 1: 4(1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 Kg/sq.m. including pointing the joints with white cement and m at ching pigment, etc. complete. |
| 912 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the Manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 Kg/sq.m. including grouting the joints with white cement and matchingpigments etc., complete : |
| 913 | Size of Tile 600x600 mm |
| 914 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed ofc ement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 Kg/sq.m. including grouting the joint with whi te cement & matching pigments etc. complete : |
| 915 | Size of Tile 600x600 mm |
| 916 | Providing and fixing removable raised/ false access flooring with system (Unitile Solid Feel (USF)800 or equivalent) and its compo n ents of approved make for different plenum height with possible height adjustment up to 50 mm, comprising of modular load bearing fl oor panels supported on G.I. rectangular stinger frame work and G.I. Pedestal etc. all complete, as per the architectural drawing s, as specified and as directed by Engineer-in-charge consisting of: (A) Providing at required spacing to form modular framework, pe des tals made out of G.I. tube of thickness minimum 2 mm and 25 mm outer diameter, fully welded on to the G.I. Base plate of size 10 0mm x 100mm x 3mmat the bottom of the pedestal tube, G.I. pedestal head of size 75 mm x 75 mm x 3.5 mm welded with G.I. fully thre aded stud 16 mm outer diameter with two G.I. Check nuts screwed on the stud for level adjustment up to 50 mm, locking and stabilizin g thepedestal head in position at the required level. The pedestals shall be fixed to the sub- floor (base) through base plate usi ng epox y based adhesive of approved make or the machine screw with rawl plug. (B) Stringers system in all steel construction hot di pped gal vanized of rectangular size 570x20x30x0.80 mm thick having holes at both ends for securing the stringers on to the pedestalhead usi ng fully threaded screws ensuring maximum lateral stability in all directions, the grid formed by the pedestal and stringe r assemblyshall receive the floor |
| 917 | Providing gola 75x75mm (in 75x75mm deep chase) in cement concrete 1:2:4(1 cement : 2 coarse sand : 4 stone aggregate 10 mm anddo wn gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design. |
| 918 | Making Khurras 45x45cm with average minimum thickness of 5 cm cement concrete 1:2:4(1 cement : 2 coarse sand : 4 graded stone ag gr egate of 20 mm nominal size) over P.V.C.sheet 1 m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coar se s and) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. |
| 919 | Providing and fixing on wall face Unplasticised Rigid PVC (uPVC)rainwater pipes (110mm diameter, single socketed) conforming to IS :13592 Type-A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion. |
| 920 | Providing and fixing on wall face Unplasticised-PVC (UPVC) moulded fittings/ accessories for Un- plasticised Rigid PVC rainwater pip e s conforming to IS:13592 Type A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion : |
| 921 | Coupler (110mm) |
| 922 | Single Push-fit Coupler (110mm) |
| 923 | Bend- 87.5Degrees (110mm) |
| 924 | Shoe - Plain (110mm) |
| 925 | 15 mm cement plaster on the roughside of single or half brick wall of mix : |
| 926 | 1:6 (1 cement : 6 fine sand) |
| 927 | 15 mm cement plaster on roughside of single or half brick wall of mix : |
| 928 | 1:6 (1 cement : 6 coarse sand) |
| 929 | 12 mm cement plaster finished with a floating coat of neat cement of mix : |
| 930 | 1:4 (1 cement : 4 fine sand) |
| 931 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). |
| 932 | 6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand) |
| 933 | Neat cement punning. |
| 934 | Providing & fixing galvanized chicken wire net 20 Gauge, 20 mm mesh size in plastering work at the junction of RCCColumns/ Beams &brickwork as directed by the Engineer-in-Charge. |
| 935 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : |
| 936 | Water thinnable cement primer |
| 937 | Finishing walls with water proofing cement paint of required shade : |
| 938 | New work (Two or more coats applied @ 3.84Kg/10 sqm) |
| 939 | Finishing walls with textured exterior paint of required shade : |
| 940 | New work (Two or more coats applied @ 3.28ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm |
| 941 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 942 | Two or more coats on new work |
| 943 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 944 | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour: |
| 945 | Two coats |
| 946 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obt a ined. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations] : |
| 947 | Preparation and consolidation of sub-grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5cm depth, dressing to camber and consolidating with road roller including making goodthe undulations etc. and re- rolling th e s ub grade and disposal of surplus earth with lead up to 50 metres. |
| 948 | Providing and laying design mix reinforced cement concrete of M-30 grade in roads/ taxi tracks/ runways, using cement content as perdesign mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading, levelling to required s lope/ camber and compacting mechanically by using screed board vibrators, vaccum dewatering process and finally finishing in requi re d texture by floating & brooming with wire brush, including steel form work with sturdy M.S. channel sections, curing, making pro vis ion for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providin g ex pansion joints as per drawing including dowel cap, sponge, sealing tape, bitumen painting, debonding tape and filling joints wi th ap proved joint filler and sealants, complete all as per direction of the Engineer-in-Charge. [Notes: (1) Item of joint fillers, sealan ts, dowel bars with sleeve/ tie bars to be paid separately. (2) The item rate is inclusive of cost of dowel cap, sponge, seal ing tap e, bitumen painting, debonding tape. (3) Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design m ix is payable/ recoverable separately]. |
| 949 | Cement concrete prepared with batch mixing machine |
| 950 | Providing and fixing in position pre-moulded joint filler in expansion joints. [Note: Unit \"CM\" shall mean \"PER CENTIMETRE DEPTHPE R CENTIMETRE WIDTH PERMETRE LENGTH\"]. |
| 951 | Providing and laying in position bitumen hot sealing compound for expansion joints etc. : |
| 952 | Using Grade \"A\" sealing compound. [Note: Unit \"CM\" shall mean \"PERCENTIMETRE DEPTHPER CENTIMETRE WIDTH PERMETRE LENGTH\"]. |
| 953 | Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS:164,on bituminous surface in white/ yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign ma te rial etc. complete : |
| 954 | New work (Two or more coats) |
| 955 | Supplying and fixing Road Humpof minimum size 350mm width x 50 mm thick made of Carbon Black mixed Rubber with Additive of LDPE fo r reinforcement & UV resistant colouring agent of black & yellow colour with 4 reflective glass beads, of weight not less than 16Kg /metre, and capacity to withstand minimum 35 tonne weight (moving vehicle load) including cleaning the road surface of all dirt,sca les, oil, grease and foreign material etc. and fixing the humpon the Road top as per manufactures specifications with necessa ry fas teners complete in all respects inclusive of cost of all labour, materials, fasteners, tools, tackles etc. as per specificati on and directions of the Engineer-in-Charge. |
| 956 | Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to th e required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achievethe desired compaction and density, complete as per specificatons and directions of the Engineer-in- Charge : |
| 957 | Construction of granular sub-base by providing close graded material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motorgrader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as pers pecifications and directions of the Engineer-in-Charge : |
| 958 | With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 |
| 959 | Providing and laying factory made chamfered edge interlocking Cement Concrete paver blocks in foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in re q uired colour & pattern over 50mmthick compacted bed of course sand, compacting and proper embedding/laying of inter locking pave r b locks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cuttingof paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer\"s specificati ons & directions of the Engineer-in-Charge : |
| 960 | 60mmthick Cement Concrete paver block of M-35 grade with approved colour, design & pattern. |
| 961 | 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 (th i ckness of joints except at sharp curve shall not to more than 5mm),including making drainage opening wherever required complete etc . as per directions of the Engineer-in-Charge. [Notes: (1) Length of finished kerb edging shall be measured for payment. (2) Pre cast C.C.kerb stones shall be approved by the Engineer-in-Charge.] |
| 962 | Providing and fixing white vitreous china pedestal type water closet (European type) (Ref. Make: HINDWARE, Model: Cat No.-20058 or equivalent approved) with seat and lid, 10 litre low level white vitreous china dual flushing cistern (Ref. Make: HINDWARE, Model: C a t No.-21028 or equivalent approved) & C.P.flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with spe cials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and bra cket s, cutting and making goodthe walls and floors wherever required : |
| 963 | W.C. pan with ISI marked white solid plastic seat and lid |
| 964 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P.brass spreaders with brass unions and G.I c l amps complete, including painting of fittings and brackets, cutting and making goodthe walls and floors wherever required : |
| 965 | One urinal basin with 5 litre white P.V.C.automatic flushing cistern |
| 966 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P.brass pillar taps, 32 mm C.P.brass waste of standard pattern, incl ud ing painting of fittings and brackets, cutting and making goodthe walls wherever require : |
| 967 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P.brass pillar tap |
| 968 | Providing and fixing P.V.C.waste pipe for sink or wash basin including P.V.C.waste fittings complete : |
| 969 | Flexible Pipe : |
| 970 | 32 mm diameter |
| 971 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board grou nd fixed to wooden cleats with C.P.brass screws and washers complete. |
| 972 | Providing and fixing toilet paper holder : |
| 973 | C.P.Brass (Ref. Make: JAQUAR, Model: Cat. No.- 1151or approved equivalent). |
| 974 | Providing and fixing soil, waste and vent pipes : |
| 975 | 100mm diameter : |
| 976 | Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS:3989 |
| 977 | Providing and fixing the following washroom fittings, complete in all respects; inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engineer-in- Charge : |
| 978 | Stainless steel liquid soap container (spring loaded push type) with lid and brackets fixed to P.V.C.cleats with C.P.brass screw s, etc. |
| 979 | C.P.brass double coat hook(Ref. Make: JAQUAR, Model: Cat. No. 1161or approved equivalent). |
| 980 | Internal Work - Exposed on wall: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC)pipes, having thermal stability for hot& cold water supply, including all CPVCplain & brass threaded fittings, including fixing the pipe with clamps at 1.00m spacing.Th is includes jointing of pipes & fittings with one step CPVCsolvent cement and testing of joints complete as per directions of the E ngineer-in-Charge : |
| 981 | 15 mm nominal outer dia pipes |
| 982 | 20 mm nominal outer dia pipes |
| 983 | Internal Work - Concealed in wall: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC)pipes, having thermal stability for h o t & cold water supply, including all CPVCplain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00m spacing. Th is i ncludes jointing of pipes & fittings with one step CPVCsolvent cement and the cost of cutting chases and making good the sameinclu ding testing of joints complete as per directions of the Engineer-in-Charge : |
| 984 | 15 mm nominal dia pipes |
| 985 | 20 mm nominal dia pipes |
| 986 | External Work: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC)pipes, having thermal stability for hot & cold water supp l y including all CPVCplain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVCsolvent cemen t, t renching, refilling & testing of joints complete as per directions of the Engineer-in-Charge : |
| 987 | 50 mm nominal dia pipes |
| 988 | 100mm nominal dia pipes |
| 989 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 990 | 20 mm nominal bore |
| 991 | 25 mm nominal bore |
| 992 | 32 mm nominal bore |
| 993 | Providing and fixing C.P.brass long nose bib cockof approved quality conforming to IS standards and weighing not less than 810 g ms: |
| 994 | 15 mm nominal bore |
| 995 | Providing and fixing 15mmdiameter C.P.brass tap as per following with C.P.brass flange including cutting & making goodthe wa lls wherever required, etc. complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specific atio ns and directions of the Engineer-in-Charge : |
| 996 | Bib Cock(Ref. Make: JAQUAR, Model: Cat. No. 0021 or approved equivelent) |
| 997 | Providing and fixing 15mmdiameter C.P.brass angle valve as per following with C.P.copper connecting pipe 375mm long or as requ ire d including nuts, washers, C.P.brass flange, etc. including cutting & making goodthe walls wherever required, etc. complete in allrespects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Enginee r-in-Ch arge : |
| 998 | Angle Valve (Ref. Make: JAQUAR, Model: Cat. No. 0053or approved equivalent) |
| 999 | Providing and fixing 15mmdiameter C.P.brass stop cockwith wall flange (Ref. Make: JAQUAR, Model: Cat. No. 0933or approved eq uiva lent), male end with C.P.copper connecting pipe 375mm long or as required including nuts, washers, C.P.brass flange etc. in cludingcutting & making goodthe walls wherever required complete in all respects inclusive of cost of all materials, labour, too ls, tackl es etc. as per specifications and directions of the Engineer-in- Charge. |
| 1000 | Providing & fixing Angle Valve(Ref. Make: JAQUAR, Model: Cat. No. 563or approved equivalent) and Health Faucet with flexible tub e 8mmdiameter x 1.5 m long (Ref. Make: JAQUAR, Model: Cat. No. 549 or approved equivalent). |
| 1001 | Providing and fixing rectangular high density polyethylene water storage loft tank with cover (Ref. Make: SINTEX or approved equivalent), conforming to ISI:12701, colour of opaque white or as approved by the Engineer-in-Charge. The rate includes making necessary h oles for inlet, outlet & overflow pipes. The base support including fittings & fixtures for tank shall be paid separately. |
| 1002 | Providing, laying and jointing glazed stoneware pipes Class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : |
| 1003 | 100mm diameter |
| 1004 | 150mm diameter |
| 1005 | 200mm diameter |
| 1006 | 250mm diameter |
| 1007 | Providing and fixing square mouthS.W.gully trap class SP-1 complete with C.I. grating, brick masonry chamber with water tight C. I.cover with frame of 300x300 mm size (inside dimension). The brick masonary chamber shall be constructed with common burntclay F.P.S. (Non-modular) bricks of class designation 7.5. [Note: Weight of the cover shall not less than 4.50kg and weight of the fr ame sha ll not be less than 2.70kg as per standard design] : |
| 1008 | 100x100 mm size P-type |
| 1009 | Providing and laying non-pressure NP-2class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in t he proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : |
| 1010 | 250mm dia. R.C.C. pipe |
| 1011 | 300mm dia. R.C.C. pipe |
| 1012 | 450mm dia. R.C.C. pipe |
| 1013 | Providing and laying Non Pressure NP-3class (Medium duty) R.C.C. pipes including collars/ spigot jointed with stiff mixture of cem e nt mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : |
| 1014 | 450mm dia R.C.C. pipes |
| 1015 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with common burnt clay F.P.S. (Non-modular) bricks of class designation 7.5 in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internaldimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 Kg and weight of frame 15 Kg), R.C.C. to p slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10(1 cem en t : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement :3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design : |
| 1016 | Inside dimensions 455x610 mm and 45 cm deep for single pipeline : |
| 1017 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey combshaft with bricks and S.W.drain pipe 100mm d iam eter, 1.8 m long complete as per standard design : |
| 1018 | With common burntclay F.P.S. (Non-modular) bricks of class designation 7.5 |
| 1019 | Constructing brick masonry Septic Tank with brickwork in cement mortar 1:6 including R.C.C. 1:2:4 (1 cement : 2 sand : 4 graded coarse aggregate) top slab, C.I. cover all as per standard drawing, etc. complete in all respects inclusive of cost of all materials, l a bour,tools, tackles etc. as per drawings, specifications and directions of the Engineer-in- Charge : |
| 1020 | For 10 Users |
| 1021 | Constructing percolation pit of size 3.0mdiameter and 2.0mdeep, filled with 40 mm size brick ballast including providing suitabl e pre-cast RCCcovers with lifting lugs, laying of 150mm diameter x 5.0mlong U.P.V.C. pipe embedded in pit/ outlet pipe all compl ete as per specification and directions of the Engineer-in-Charge. |
| 1022 | Providing and fixing self cleaning S.C.I.heavy quality Floor/ Nahani trap with 100mm diameter inlet and 100mm diameter outlet, 125 mm C.P.brass grating (heavy type) with or without vent arm including cost of cutting and making goodthe walls and floors, join ting with lead caulked joints, connecting with waste water pipe etc. complete in all respects inclusive of cost of all materials, la bour,tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. |
| 1023 | \"Providing and fixing 32mmdiameter (Nominal Bore) brass ball valve of approved quality complete with high pressure copper floats, co mplete in all respects inclusive of cost of all materials, labour, tools, tackles, etc. complete as per specifications and direction s of the Engineer-in-C harge.\" |
| 1024 | Construction of second class brick masonary open surface drain (Size: 200mm wide & 200mm average depth) in cement mortar 1:4 laid over a bed of 150mm thick cement concrete 1:3:6(1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including m ak ing haunches and providing 15mmthick cement plaster in CM 1:4 (1 cement : 4 coarse sand) with a floating coat of neat cement in sideand its top and exposed surfaces, including excavatioin, disposal of the surplus earth up to any lead and lift as per standarddesi gn and drawing, complete in all respects inclusive of cost of all labour, materials, carriages, excavation and refilling, curi ng etc ., as per specifications and directions of the Engineer-in-Charge. |
| 1025 | Constructing Brick Masonary catch pit in cement mortar 1:4 (1 cement : 4 coarse sand) including necessary excavation, 200mm thick foundation concrete 1:3:6mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40mmsize) and inside and top plastering (15mm t hic k) with cement mortar 1:4 (1 cement : 4 coarse sand) finished with a floating coat of neat cement making necessary connections t o dr ains inclusive ofall labour, material, equipment, etc., all complete as per drawing, specifications and directions of the Eng ineer -in-Charge : |
| 1026 | 1000mm x 1000mm x depth up to 1200mm inner dimensions. |
| 1027 | 750mm x 750mm x depth up to 1000mm inner dimensions |
| 1028 | 600mm x 600mm x depth up to 750mm inner dimensions |
| 1029 | Up to 50 tonne capacity pile. [Note: Unit \"EA\" shall mean \"PERTEST\"] |
| 1030 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS:733and IS:1285, fixing with dash fasteners of requir eddia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neo pre ne gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required includ ing cleat angle, Aluminium snap beading for glazing / paneling, C.P.brass / stainless steel screws, all complete as per architectu ral drawings and the directions of the Engineer-in-Charge. [Note: Glazing, paneling and dash fasteners to be paid for separately] : |
| 1031 | For fixed portion : |
| 1032 | Powder coated aluminium (Minimum thickness of powder coating 50 micron) |
| 1033 | For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required. [Note: Fittings shall be paid for separately] : |
| 1034 | Powder coated aluminium (Minimum thickness of powder coating 50 micron) |
| 1035 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber/ neoprene gasket etc. complete as per the architectural drawings and directions of the Engineer-in-Charge. [Note: Cost of aluminium snap beading shallbe paid in basic item] : |
| 1036 | With float glass panes of 5.50mm thickness |
| 1037 | Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS:6315, having brand logo embossed on the body/plate with double spring mechanism and doorweight up to 125 Kg, for doors, including cost of cutting floo rs,embedding in floors as required and making goodthe same matching to the existing floor finishing and cover plates with brass pivotand single piece M.S. sheet outer box with slide plate etc. complete as per directions of the Engineer-in-Charge. : |
| 1038 | With stainless steel cover plate minimum 1.25mm thickness |
| 1039 | Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick & 2100mm long with SS screws etc .complete as per d irections of the Engineer-in-Charge : |
| 1040 | Powder coated (Minimum thickness 50 micron) aluminium tubular handle bar |
| 1041 | Providing and fixing brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making goodetc. complete. |
| 1042 | Filling the gap in between Aluminium/ Stone/ Wood frame and adjacent RCC/Brick/ Stone/ Wood/ Ceramic/ Gypsum work by providing wea t her/ structural non-sag elastomeric PU sealant over backer rod of approved quality as per architectural drawings and directions oft he Engineer-in-Charge complete, complying to ASTM C920, DIN 18540-F & ISO 11600 : |
| 1043 | Up to 5 mm depth and 5 mm width |
| 1044 | Providing and fixing, on fixed glazing/ doors/ window panes, sun control film \"HP NATURAL 35 SAFETY COMBINATION FILM-4Mil\" of M/s. GARWARE or approved equivalent make and shade, all complete as per manufacturer\"s specification and as per directions of the Enginee r -in-Charge. |
| 1045 | Grading roof for water proofing treatment with : |
| 1046 | Cement mortar 1:3 (1 cement : 3 coarse sand) |
| 1047 | Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having SunRefle c tivity Index (SRI) of 105 on top of concrete roof in three coats @ 10.76 litre/10 sqm. One coat of self-priming of elastomeric wat er proofing liquid (dilution with water in the ratio of3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thi ckness of complete application/ system not less than 500 microns). The operation shall be carried out after scrapping and proper ly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per directions of the Engineer-in-Ch arge . |
| 1048 | Supplying and using water proofing compound like CICO, PUDDLEor any other approved brand with Cement Plaster/ CC/ RCCcomplete ina ll respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of theEn gineer-in-Charge. |
| 1049 | Boring/ drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS:2800 (Part-I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all e q uipment, tools, plants & machineries required for the job, all complete as per directions of the Engineer-in- Charge, up to 90 met re depth below ground level : |
| 1050 | All types of soil : |
| 1051 | 300mm diameter |
| 1052 | Rockystrata including boulders : |
| 1053 | 300mm diameter |
| 1054 | Supplying, assembling, lowering and fixing in vertical position in bore well, Un-plasticized PVC medium well casing (CM) pipe of required dia, conforming to IS:12818, including required hire and labour charges, fittings & accessories etc. all complete, for all de p ths, as per directions of the Engineer-in-Charge : |
| 1055 | 150mm nominal size diameter |
| 1056 | Supplying, assembling, lowering and fixing in vertical position in bore well Un-plasticized P.V.C.medium well screen (RMS) pipes w i th ribs, conforming to IS:12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as perd irections of the Engineer-in-Charge : |
| 1057 | 150mm nominal size diameter |
| 1058 | \"Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, fo rall leads & lifts, all complete as per directions of the Engineer-in-Charge.\" |
| 1059 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per directions of the Engineer-in-Charge. |
| 1060 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per directions of the Engineer-in-Charge. |
| 1061 | Gravel packing in tubewell construction in accordance with IS:4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per directions of the Engineer-in-Charge. |
| 1062 | Development of tube well in accordance with IS:2800 (Part-I) and IS:11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well i sfully developed, measuring yield of well by \"V\" notchmethod or any other approved method, measuring static level & draw downe tc. by step draw downmethod, collecting water samples & getting tested in approved laboratory, including disinfection of tubewell,all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and directions ofthe Engineer-in-Charge. [Note: Unit \"H\" shall mean \"PERHOUR\"]. |
| 1063 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of : |
| 1064 | 150mm diameter |
| 1065 | Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS:2800 (Part-I), including necessary bolts & nuts of required size complete. : |
| 1066 | 150mm clamp |
| 1067 | Providing and fixing Bail plug/ Bottomplug of required diameter to the bottom of pipe assembly of tubewell as per IS:2800 (Part-I): |
| 1068 | 150mm diameter |
| 1069 | Supplying, providing, installation, testing & commissioning of sub-mersible pump-cum-motor of approved make capable of delivering 300 Litre Per Minute (LPM) to required head with starter, wiring from starter to motorand incoming feeder to starter including pipew ith all attachment complete in all respects inclusive of cost of all labour, materials, tools, tackles, etc. as per drawings, spe cif ications and directions of the Engineer-in-Charge : |
| 1070 | 10.0HP |
| 1071 | Providing and placing in position hand pumpof approved quality for 40 mm diameter G.I. pipe complete with all accessories. |
| 1072 | Construction of open surface drain complete as per drawing including necessary excavation, refilling, disposal of surplus earth, providing and laying one layer of flat brick and cement concrete 1:3:6(150mm thick) at bottom, lining with brick masonry in cementmo rtar 1:4 (1 cement : 4 coarse sand), plastering exposed surface with 18 mm thick cement mortar 1:4 1:4 (1 cement : 4 coarse sand ) wi th a floating coat of neat cement, rounding off corners etc. complete as per specification, drawing and directions of the Engin eer-i n-Charge : |
| 1073 | Providing and making Construction/ Contraction joint by mechanically cutting 12mmx 25mmdeep groove and filling with bituminous s ea ling compound including cleaning etc. complete as per drawing, specifications and directions of the Engineer-in- Charge. |
| 1074 | Providing and fixing 75mmdiameter P.V.C.pipe (4 Kg/sq.cm) for Weep Holes in Masonry/ RCCwall including providing 230x230x230 m m s ize (approx.) filter using pebles of 40mm& downsize in every weep hole on retaining side etc. complete in all respects inclu sive o f cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engineer-in-Charge. |
| 1075 | Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) floodin gwith water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts. [Note: Cost of manure, slu dg e or extra good earth if needed shall be paid separately under relevant item of SOR]. |
| 1076 | Holes 1.2 m diameter and 1.2 m deep |
| 1077 | Holes 60 cm diameter and 60 cm deep |
| 1078 | Plantation of Trees, Shrubs and Hedges at site including watering and removal of unserviceable materials as per direction of the Eng ineer-in-Charge (excluding cost of plant & water): |
| 1079 | Tree Plant |
| 1080 | Shrub Plant |
| 1081 | Hedge Plant/ Ground Cover |
| 1082 | Supply and planting sapling (not less than 45 cm in height and 60 cm centre to centre) of Casurina, Labrum, Gulmohar, Ashokas, Bottle Palm, Bougenvilla, Hibiscus, Roses or other approved type of variety of plants, watering & maintenance for 30 days minimum comple t e in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engi ne er-in- Charge. |
| 1083 | Providing and laying cement concrete 1:2:4(1 cement : 2 coarse sand : 4 graded stone aggregate 10 mm downsize) mixed with approv edbrand of water proofing compound @ 1Kg/50Kg bag of cement, in roof grading, coping, in bed concrete etc. at all heights & dept hs,including providing centering and shuttering, scaffolding, watering, curing, vibrating, etc. complete in all respects inclusiveof cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of the Site Engineer. |
| 1084 | Brick work with modular extruded bruntfly ash clay sewer bricks (Conforming to IS: 4885) in cement mortar 1:4 (1 cement : 4 coar sesand) in foundation and plinth : Cement mortar 1:4 |
| 1085 | Brick work with clay flyash F.P.S. (nonmodular) brick of class designation 7.5 in superstructure above plinth level up to floor fi v e level in : Cement mortar 1:4 |
| 1086 | Half brick masonry with nonmodular fly ash bricks of class designation 10, conformingio IS :12894, in super structure above plinthand uptofloor V level : Cement mortar 1 : 3 (1 cement : 3 coarse sand) |
| 1087 | Civil - SSITC |
| 1088 | 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, all works up to any lead and lift, as directed b y the Engineer-in-Charge : |
| 1089 | In all kinds of soil |
| 1090 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 1091 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 1092 | 1:3:6[1 cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from n atural sources] |
| 1093 | 1:4:8[1 cement : 4 coarse sand (Zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from n atural sources] |
| 1094 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : |
| 1095 | Foundations, footings, bases of columns, etc. for mass concrete |
| 1096 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete uptopl i nth level : |
| 1097 | Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 1098 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concr ete work, using coarse aggregate as well as fine aggregate derived from natural sources and cement content as per approved design mi x, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, inc luding admixtures in recommended proportions as per IS: 9103to accelerate, retard setting of concrete, improve workability wit hout impairing strength and durability as per directions of the Engineer-in-Charge. [Note : Cement content considered in this item i s @ 3 30 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.] : |
| 1099 | All works uptoplinth level |
| 1100 | Extra for providing richer mixes at all floor levels. [Note: Excess/ less cement over the specified cement content used is payable/ recoverable separately] : |
| 1101 | Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. [Note: Cement content considered in M-30 is @ 340 Kg/cum] |
| 1102 | Add for using extra cement in the items of design mix over and above the specified cement content therein. [Note: Unit \"QN\" shall mean \"QUINTAL\"] |
| 1103 | Supplying and providing non-shrinkable cement grout (SHRINKKOMP20 or any other equivalent approved brand) for grouting holding dow n bolts in pocket holes for equipment foundation, including necessary surface preparation mixing of grout,curing as per manufact urer \"s recommendation/ specification and directions of the Engineer-in-Charge. [Note: This item shall be operated under specific in struc tions of the Engineer-in-Charge] |
| 1104 | Supplying, fabricating, erecting, placing and fixing in position M.S. structural works using rolled/ built up sections for truss, claddings, bracings, purlins, supporting frames made of joists, tubes, pipes, channels, angles, plates, flats, bars etc. including cu t ting to required size welding of joints, fixing anchor plates, including bolts, theading, nuts, washers, sleeves etc. includingp re paration of detailed fabrication drawings & submission to the Engineer-in- Charge for approval before start of fabrication, suppl ying& applying painting with two coats of epoxy paint \"EPILUX 155 High Build Enamel over a coat of \"EPILUX 610\" Primer of M/s BERG ER orany other approved equivalent make as per manufacturer’s recommendation, complete in all respects inclusive of cost of all la bour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. (Excluding the cost o f concrete work). |
| 1105 | Supplying and placing in position 5.0 mm thick steel chequered plates over cable ducts, valve pits etc. including provision for lifting arrangements complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specific a tions and directions of the Engineer-in-Charge. |
| 1106 | Supplying and laying flat brick soling in foundation trench, in floors, garages, sumps, etc., with bricks of class designation 50 laid to proper slope, level and grade etc. filling of the joints with sand etc. complete in all respects inclusive of cost of all lab o ur, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in- Charge. |
| 1107 | 15 mm cement plaster 1:2 (1 cement : 2 stone dust) on the roughside of single or half brick wall. |
| 1108 | 6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand) |
| 1109 | 6 mm cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams. |
| 1110 | Providing and laying cement concrete 1:2:4(1 cement : 2 coarse sand : 4 graded stone aggregate 10 mm downsize) mixed with approv edbrand of water proofing compound @ 1Kg/50Kg bag of cement, in roof grading, coping, in bed concrete etc. at all heights & dept hs,including providing centering and shuttering, scaffolding, watering, curing, vibrating, etc. complete in all respects inclusiveof cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of the Site Engineer. |
| 1111 | Brick work with modular extruded bruntfly ash clay sewer bricks (Conforming to IS: 4885) in cement mortar 1:4 (1 cement : 4 coar sesand) in foundation and plinth : Cement mortar 1:4 |
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