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| 1 | Dismantling of existing3 phase centrifugal monoblock pump set of capacity upto 5 HP after disconnecting water supply lines/ electrical connections and stripping complete for replacement of unserviceable parts/ re-winding, including re-assembling the same, greasing, oiling, re-connecting the water supply lines/ electrical connections, testing and commissioning for trouble free operation including cost of consumables, complete all as specified and directed by Engineer in Charge. Note: (i) Re-winding of motor wherever required shall be measured and paid separately under relevant items of this Schedule.(ii) The spares parts given below wherever required for replacement shall be measured and paid separately under relevant items of this Schedule. |
| 2 | a) impeller |
| 3 | b) Bearing suitable for existing pump/motor |
| 4 | c) bush |
| 5 | d) Water seal |
| 6 | e) Motor fan blade |
| 7 | f) MS shaft key |
| 8 | g) Impeller guide bushing |
| 9 | h) CI casing |
| 10 | j) Thrust bearing |
| 11 | Dismantling of existing3 phase centrifugal monoblock pump set of over capacity upto 5/10 HP after disconnecting water supply lines/ electrical connections and stripping complete for replacement of unserviceable parts/re-winding, including re-assembling the same, greasing, oiling, re-connecting the water supply lines/ electrical connections, testing and commissioning for trouble free operation including cost of consumables, complete all as specified and directed by Engineer in Charge. Note: (i) Re-winding of motor wherever required shall be measured and paid separately under relevant items of this Schedule.(ii) The spares parts given below wherever required for replacement shall be measured and paid separately under relevant items of this Schedule. |
| 12 | a) impeller |
| 13 | b) Bearing suitable for existing pump/motor |
| 14 | c) bush |
| 15 | d) Water seal |
| 16 | e) Motor fan blade |
| 17 | f) MS shaft key |
| 18 | g) Impeller guide bushing |
| 19 | h) CI casing |
| 20 | j) Thrust bearing |
| 21 | Dismantling of existing3 phase centrifugal monoblock pump set of capacity 20 HP after disconnecting water supply lines/ electrical connections and stripping complete for replacement of unserviceable parts/re-winding, including re-assembling the same, greasing, oiling, re-connecting the water supply lines/ electrical connections, testing and commissioning for trouble free operation including cost of consumables, complete all as specified and directed by Engineer in Charge. Note: (i) Re-winding of motor wherever required shall be measured and paid separately under relevant items of this Schedule.(ii) The spares parts given below wherever required for replacement shall be measured and paid separately under relevant items of this Schedule. |
| 22 | a) impeller |
| 23 | b) Bearing suitable for existing pump/motor |
| 24 | c) bush |
| 25 | d) Water seal |
| 26 | e) Motor fan blade |
| 27 | f) MS shaft key |
| 28 | g) Impeller guide bushing |
| 29 | h) CI casing |
| 30 | j) Thrust bearing |
| 31 | Dismantling of existing3 phase centrifugal monoblock pump set of capacity 40 HP after disconnecting water supply lines/ electrical connections and stripping complete for replacement of unserviceable parts/re-winding, including re-assembling the same, greasing, oiling, re-connecting the water supply lines/ electrical connections, testing and commissioning for trouble free operation including cost of consumables, complete all as specified and directed by Engineer in Charge. Note: (i) Re-winding of motor wherever required shall be measured and paid separately under relevant items of this Schedule.(ii) The spares parts given below wherever required for replacement shall be measured and paid separately under relevant items of this Schedule. |
| 32 | a) impeller |
| 33 | b) Bearing suitable for existing submersible pump |
| 34 | c) bush |
| 35 | d) Water seal |
| 36 | e) Motor fan blade |
| 37 | f) MS shaft key |
| 38 | g) Impeller guide bushing |
| 39 | h) CI casing |
| 40 | j) Thrust bearing |
| 41 | M&L for preparation of old painted surface of 40 HP Centrifugal Pump and motorby scratching /rubbing down the old paint by wire brush or emery paper and applying two coat of synthetic enamelecd paint including 5m suction & 5m delivery pipes etc, complete all as specified and directed by Engineer in Charge. |
| 42 | M&L for preparation of old painted surface of 10 to 20 HP Centrifugal Pump and motorby scratching /rubbing down the old paint by wire brush or emery paper and applying two coat of synthetic enamelecd paint including 5m suction & 5m delivery pipes etc, complete all as specified and directed by Engineer in Charge. |
| 43 | M&L for re-winding of 5 HP three phase centrifugal monoblock pumpset motor of any make by removing burnt copper winding and re-winding with copper winding wire of suitable gauge, size and number of turns, providing insulating materials such as nylon tape, testing and commissioning complete including necessary transportation cost to the local work shop and back, complete all as specified and directed by Engineer in Charge. |
| 44 | M&L for re-winding of upto 7.5/10 HP three phase centrifugal monoblock pumpset motor of any make by removing burnt copper winding and re-winding with copper winding wire of suitable gauge, size and number of turns, providing insulating materials such as nylon tape, testing and commissioning complete including necessary transportation cost to the local work shop and back, complete all as specified and directed by Engineer in Charge. |
| 45 | M&L for Rewinding of pump motor 415 Volt 3 phase of capacity 20 HP motor after disconnecting electric cable and earth lead, suction and delivery pipes, shifting to work shop, dismantling the motor assembly and removing the burnt out copper winding of stator and cleaning the stator slots and core assembly, rewinding to stator and rotor winding with suitable gauge super enamelled copper wire with insulating papers and insulation cloths, varnishing the winding and baking heatingfor achieving the required insulation resistance, re-assembling the motor and testing complete, incl transporting back to siteand fixing motor to its original place, reconnecting electric cable and earth leads etc testing and commissioning, complete all as specified and directed by Engineer in Charge. |
| 46 | M&L for Rewinding of pump motor 415 Volt 3 phase of capacity 40 HP motor after disconnecting electric cable and earth lead, suction and delivery pipes, shifting to work shop, dismantling the motor assembly and removing the burnt out copper winding of stator and cleaning the stator slots and core assembly, rewinding to stator and rotor winding with suitable gauge super enamelled copper wire with insulating papers and insulation cloths, varnishing the winding and baking heatingfor achieving the required insulation resistance, re-assembling the motor and testing complete, incl transporting back to siteand fixing motor to its original place, reconnecting electric cable and earth leads etc testing and commissioning, complete all as specified and directed by Engineer in Charge. |
| 47 | S&F in repairs single phase preventer with auto switch including making necessary electrical connections suitable for any pump set/ AC Plants, complete all as specified and directed by Engineer in Charge. |
| 48 | S&F in repairs 3 pole contactor with 220/440 volt coil suitable for MNX 18 starter, complete all as specified and directed by Engineer in Charge. |
| 49 | S&F in repairs 3 pole contactor with 220/440 volt coil suitable for MNX 25 starter, complete all as specified and directed by Engineer in Charge. |
| 50 | S&F in repairs 3 pole contactor with 220/440 volt coil suitable for MNX 32 starter, complete all as specified and directed by Engineer in Charge. |
| 51 | S&F in repairs 3 pole contactor with 220/440 volt coil suitable for MNX 45 starter, complete all as specified and directed by Engineer in Charge. |
| 52 | S&F in repairs 3 pole contactor with 220/440 volt coil suitable for MK II starter, complete all as specified and directed by Engineer in Charge. |
| 53 | S&F in repairs contactor coil 220/440 volt suitable for DOL/ Star Delta starter, complete all as specified and directed by Engineer in Charge. |
| 54 | S&F in repairs timer switch suitable for star delta starter, complete all as specified and directed by Engineer in Charge. |
| 55 | S&F in repairs bi-metal over load relay, complete all as specified and directed by Engineer in Charge. |
| 56 | S&F in repairs MCCB, 4 Pole, 35 KA, 250 Amps with adjustable thermal and magnetic settings, fixed into existing panel board, complete all as specified and directed by Engineer in Charge. |
| 57 | S&F in repairs MCCB, 4 Pole, 25 KA, 200 Amps with adjustable thermal and magnetic settings, fixed into existing panel board, complete all as specified and directed by Engineer in Charge. |
| 58 | S&F in repairs MCCB, 4 Pole, 25 KA, 160 Amps with adjustable thermal and magnetic settings, fixed into existing panel board, complete all as specified and directed by Engineer in Charge. |
| 59 | S&F in repairs MCCB, 4 Pole, 25 KA, 125 Amps with adjustable thermal and magnetic settings, fixed into existing panel board, complete all as specified and directed by Engineer in Charge. |
| 60 | S&F in repairs PVC insulated and sheathed 1100 volt grade multi-stranded copper conductor cable, flat, 3 core x 4 sqmm size for submersible pumps, complete all as specified and directed by Engineer in Charge. |
| 61 | S&F in repairs PVC insulated and sheathed 1100 volt grade multi-stranded copper conductor cable, flat, 3 core x 6 sqmm size for submersible pumps, complete all as specified and directed by Engineer in Charge. |
| 62 | S&F in repairs PVC insulated and sheathed 1100 volt grade multi-stranded copper conductor cable, flat, 3 core x 10 sqmm size for submersible pumps, complete all as specified and directed by Engineer in Charge. |
| 63 | S&F in repairs pressure gauge for centrifugal pump set, direct mounting, bottom entry type of size 1/2 inch BSP0 to 10 kg/sq cm range 100/150 mm dia including necessary GI/DI fittings boring and threading to existing pipe line, complete all as specified and directed by Engineer in Charge. |
| 64 | S&F in repairs Nylon rope, 20 mm dia including tying to float valve and water level indicator marker end, complete all as specified and directed by Engineer in Charge. |
| 65 | M&L in repair of 100 mm bore ductile iron pipes with flanged ends, centrifugally cast,ISI marked, Class K7, in any length, laid in trenches/ on ground/ on supports with push on rubber gasket joints, elbow, socket, tee, \"Y\" junction,coller etc including dismantling and taking down existing unserviceable CI/ DI pipes of any description and type and making good disturbed surfaces, complete all as specified and directed by Engineer in Charge. |
| 66 | All as per described in item No. 29 but 150 mm bore ductile iron pipes. |
| 67 | All as per described in item No. 29 but 200 mm bore ductile iron pipes. |
| 68 | S&F in repair of 100 mm bores of tubes \"medium grade\" galvanised with all fittings and fixed complete laid in trenches, complete all as specified and directed by Engineer in Charge. |
| 69 | All as per described in item No. 30 e but of size 80mm |
| 70 | All as per described in item No. .30 but of size 50mm |
| 71 | All as per described in item No. 30 but of size 40mm |
| 72 | All as per described in item No. 30 but of size 25mm |
| 73 | Excavating in trenches n exc 1.5m wideand n exc 1.5m depth and getting out in any type of soil forlaying cables, pipes, etc, complete all as specified and directed by Engineer in Charge. |
| 74 | Returning filling in including spreading leveling, watering and well ramming in layers n.exc 25cm thick, complete all as specified and directed by Engineer in Charge. |
| 75 | Removing excavated soil to a distance n exc 50m and depositing where directed at a level n.exc 1.5m above the starting point, complete all as specified and directed by Engineer in Charge. |
| 76 | S&F in repair of Gun metal globe or gate valves,with iron wheel head,screwed both end for iron pipe and fixed of size 50 mm dia including taking out existing unserviceable gate valve, complete all as specified and directed by Engineer in Charge. |
| 77 | All as per described in item No..34 but of size 40 mm |
| 78 | All as per described in item No. 34 but of size 25 mm |
| 79 | M&L for run lead joints for 150 mm bore cast iron spigot and socket pipes and fittings including provision of spun yarn and caulking, complete all as specified and directed by Engineer in Charge. |
| 80 | All as per described in item No.35 butof size 100 MM |
| 81 | All as per described in item No.35 but of size 80 MM |
| 82 | M&L for rubber gasket joints for 200 mm bore cast iron pipes and fittings, complete all as specified and directed by Engineer in Charge. |
| 83 | All as per described in item No.36 but of size 150 mm |
| 84 | All as per described in item No.36 but of size 100 mm |
| 85 | All as per described in item No.36 but of size 80 mm |
| 86 | S&F in repair of 150 mm bore CI Non Return Valve PN 1.6 with Gun metal sheet and flap, conforming to relevant IS, heavy duty, flanged, drilled, with necessary rubber gaskets, nuts & bolts etc as required and testing complete including taking down the existing unserviceable non return valve, complete all as specified and directed by Engineer in Charge. |
| 87 | All as per described in item No. 37 but non return valve of size 100 mm bore. |
| 88 | S&F in repair of 100 mm bore foot valve, nitrite ball type, cast iron body, flanged type, conforming to relevant IS 4038 with rubber gaskets, MS nuts, bolts, washers, etc, as required and testing complete including taking down the existing unserviceable foot valve, complete all as specified and directed by Engineer in Charge. |
| 89 | S&F in repair of 150 mm bore foot valve, nitrite ball type, cast iron body, flanged type, conforming to relevant IS 4038 with rubber gaskets, MS nuts, bolts, washers, etc., as required and testing complete including taking down the existing unserviceable foot valve of any description, complete all as specified and directed by Engineer in Charge. |
| 90 | S&F in repair of 80 mm bore sluice valve, cast iron body with stainless steel spindle,flanged type, conforming to IS-14846 Class PN 1.6 with rubber gaskets, MS nuts, bolts, washers, etc., as required and testing complete including taking down the existing unserviceable sluice valve of any description, complete all as specified and directed by Engineer in Charge. |
| 91 | All as per described in item No. 40 but sluice valve of size 100mm bore. |
| 92 | All as per described in item No. 40 but sluice valve of size 150mm bore. |
| 93 | S&F in repair/replacement of 80 mm bore Air release valve cast iron body,as per existing model/ type, conforming to relevant IS marked with rubber gaskets, MS nuts, bolts, washers, etc., as required and testing complete including taking down the existing unserviceable foot valve, complete all as specified and directed by Engineer in Charge. |
| 94 | S&F in repair/replacement of 100 mm bore Air release valve cast iron body,as per existing model/ type, conforming to relevant IS marked with rubber gaskets, MS nuts, bolts, washers, etc., as required and testing complete including taking down the existing unserviceable foot valve of any description, complete all as specified and directed by Engineer in Charge. |
| 95 | M&L for construction of valve chamber of size 1200 x 1200 x 1100 mm (Internal dimensions) with 100mm thick PCC 1:4:8 type D2 using 40mm graded aggregate for foundation, 200mm thick precast PCC 1:3:6, type C0 solid block walls built in CM 1:6, 75mm average thick x 200mm width coping in PCC 1:2:4 type B1 using 20mm graded stone aggregate, 15mm thick rendering in CM 1:4 to internal walls, floors and upto150mm depth below GL to external walls,including provision of 2mm thick MS sheet cover fixed to MS angle iron frame made out of 40 x 40 x 5 mm thick angle iron with necessary MS flat iron stiffeners of size 40mm x 5mm including two coats of synthetic enamel painting over one coat of red oxide primer to all steel surfaces and provision of locking arrangements including necessary excavation and earth work in any type of soil including demolition of existing valve chamber and removal as earth & demolished material from site, complete all as specified and directed by Engineer in Charge. |
| 96 | All as per described in item No. 43 but valve chamber of size 1500 x 1500 x 1200mm (Internal dimensions) |
| 97 | All as per described in item No 43 but valve chamber of size 900 x 900 x 860mm (Internal dimensions) |
| 98 | Dismantling and taking down the existing unserviceable PVC water storage tank from the existing staging/ Bldg after disconnecting of all existing pipe line connections carefully, complete all as specified and directed by Engineer in Charge. |
| 99 | M&L for 1000 litres capacity rotational moulded polyethylene (HDPE) water storage tanks, \"ISI\" marked, cylindrical, vertical with closed top conformingto IS 12701-1989 having two layers wall construction with manhole lid and suitable locking arrangement including making holes for inlet, outlet and over flow pipes, hoisted, fixed in position and testing, complete all as specified and directed by Engineer in Charge. |
| 100 | S&F in repairs 20mm dia PTMT ball valves high pressure (minimum weight 210 grams) with epoxy coated Aluminium rod & high density plastic ball screwed for iron pipe, complete all as specified and directed by Engineer in Charge. |
| 101 | All as per described in item No.46 but for 25 mm dia PTMT ball valves |
| 102 | M&L for cuttingof road/ hard standing up to a size exceeding 0.45 cm widthand not exceeding 90cm in depth for laying ofpipe lines/ cable protection pipe including making good the disturbed road/hard standing/path etc with same specification to match the existing surface level, complete all as specified and directed by Engineer in Charge. |
| 103 | M&L for plain cement concrete 1:3:6,type C-1, (using 20 mm graded stone aggregate) as in coping, Bed blocks and similar works including use of necessary form work, complete all as specified and directed by Engineer in Charge. |
| 104 | Supplying, installing, testing and commissioning of fully automatic water level controlling system, 220 Volts, AC,comprising of automatic controller, 3 magnetic sensors, timer based control, power cord 135 feet wire, dry run protection, Auto ON at preset time, etc. complete, fixed in repairs, complete all as specified and directed by Engineer in Charge. |
| 105 | Taking out and cutting of grass, bushes, hedges upto 4 mtr height small shrubs including dia upto 250mm length with roots etc any location sump/ overhead/other E/M installation reservoir including wiring/ scrapping the surface of walls and bottom of the tank by brush for the removal of salt deposit/ fungus grass/ water born green/ bushes and any other vegetation upto complete satisfaction of Engineer-in-Charge and removing the sameoutside MoD/ AF land, complete all as specified and directed by Engineer in Charge. Note:- (a) The cost shall be included Removingof grass, bushes with root below 30 cm under ground and making smooth surface. |
| 106 | M&L for Attending Complaint day to day of External water supplyregarding water leakage, finding out of damaged pipe, chocking of pipe, low pressure, finding out leakage in 300/ 250/ 200/ 150/ 80/ 40/ 25/ 15 of GI/DI/CI pipe lines or any other issue resulting in no water supply at user end, complete all as specified and directed by Engineer in Charge. Note:- Material/pipe/fittingsfound defective will be paid separately under respective schedule. |
| 107 | Note No 01 : Contractor shall make his own arrangements to access various floors/bldgs and to provide tools and plants for taking down and refixing of pipe line/fittings of various material. The Contractor could not ask at only one or two site for execution of all CA quantities. They shall be bound to execute the work as per BoQ, complete all as specified and directed by Engineer in Charge. Note No 02 :Contractor shall arrange 02 pipe fitter, 01 Pump Mechanic and 03 helper for attending of complaint and they will be report to JE EM office on every day at 0800 Hrs to 1700 Hrs to execute the work as per BoQ. If contractor failed to deploy this labour, recovery @ Rs 500/- per person per day shall be made from contractor\"s dues. The contractor will produced attendance register duly signed by AGE E/M, and JE E/M and contractor along with RAR.Without these document payment will not made to the contractor.Note No 03:All above mentioned items will be executed in different location/ pump house/ E/M installation and every meter of pipe/ pipe fittings will be executed on daily complaint basisin different location / bldg. or as directed by Engr-In-Charge. The contractor could not ask at only one or two site for execution of all ca quantities, he will be bound to attend complaint as per user requirement. |
| 108 | M&L Earthing complete with GI earth plates electrode 600x600x6mm thick burried directly in ground earth pit not less than 2.25 mtr deep below ground level surrounded with adequate quantity of charcoal dust mixed with salts to a packet thickness of 15 cm all around the plate, using GI earth strip 32x6mm connected to earth plate by means of nut ,bolts and washers as directed GI pipe light grade 50mm bore on water pipe from earth chamber to copper edge of earth plate,CI funnel with wire mesh fixed on water pipe and PCC 1:2:4 type B-1 using 20mm graded stone aggregate as in pit chamber and RCC pit cover 50mm thick pre-cost RCC 1:2:4 type B-1 dully reinforced with MS bars 6mm dia @150 cc both ways with 10mm dia MS bar in lifting handle excavation earth work including laying of GI pipe in walls etcall as directed in electrical plateNo 3 ofSSR pt I, complete all as specified and directed by Engineer in Charge. |
| 109 | M&L in replacement of XLPEinsulated, armoured, heavy duty electric LT UG cable with multi-stranded aluminium conductor,1100 Volts grade, cross sectional area 16 Sqmm x 4 core, laid in trenches/ passing through pipe/ duct or fixed to wall including provision of necessary lugs/ thimbles/ ferrules, connecting up , testing and commissioningcomplete including taking down existing unserviceable LT UG cables of any description and size and making good disturbed surfaces, complete all as specified and directed by Engineer in Charge. Note: Excavation, earth work,riddled earth cushioning, bricks/ GI pipe for protection shall be measured and paid separately under relevant items of this schedule. |
| 110 | S&F Double wall corrugated high density polymer ethyl pipe of size 25mm outer diawith ISI marked (IS 14930- 2001 ), laid in trenches /floors & fixed on wall/ pole with & including necessary fittings such as bends, sockets & other connected accessories etc forlaying of electric cables, complete all as specified and directed by Engineer in Charge. |
| 111 | S&F of LED street light fitting 60 Watt 230 V AC outdoor type 5700 K with high pressure die cast aluminium hosing along with prismatic polycarbonate modular secondary lens optics with IP 66ingress protection . 4KV in-built and 10 KV external surge protection with top opening driver cover for easy maintenance with efficacy not less than 120 lm/W heat resistant. The LED driver shall be of isolated type with Costant Current Constant Voltage topology to ensure optimum driving of LEDs. The LED streetlight shall have power factor more than 0.95. The optical compartment shall be covered with heat resistant toughened glass for safety. The LED Street light should be top maintainable for easy maintenance LED street light shall be of Integral typecomplete with driver, lamp bracket with impact and corrosion resistant including thermal management in multiple optics, complete all as specified and directed by Engineer in Charge. Make :- Bajaj Cat part No. ENXT P54L WH CR PC SD or equivalent all as approved by Engineer-in-ChargeNote :-(i)Driver and luminaire of LED fitting shall be of same manufacturer(ii) All T&P ie ladder,Tools,Safty glooves etc will be provided by the contractor upto height of 25 mtr, without any extra cost(iii) If same capacity is not available next higher capacity shall be provided by the contractor without any extra cost. |
| 112 | Attendingday to day complaint of detecting the fault in pumps/submersible pump/batteries any site/type pipes/electrical supply in all eqpt like loose nuts and bolts, leakage of pipes, ckecking of electrical connections, charging of bateries, checking of any type/cap moter/pump, fault etc, complete all as specified and directed by Engineer in Charge. Note:-(a) Any defective part which are required to be replaced to make functional eqpt shall be measured and paid separately. (b) The contractor shall attend to the complaint and rectify the defect within a maximum of two (2) days. Failure to do so will result in a recovery ofRs 700 per day per equipment (i.e., motor, pump, batteries, or any type of pipes) from the Running Account Bill (RAR)/ final bill. |
| 113 | Taking out unserviceable starter and Supply and fix Single Phase Motor Starter of capacity 5 HP with suitable arrangements for floor/ wall mounted Single Phase DOL starter with suitable arrangement for cubical type, for indoor type use, floor mounted, factory fabricated, dust, weather & vermin proof, powder coated, made out of CRCA sheet of 2.15 mm thick and angle iron legs of size 50 mm x 50mm x 5mm with front openable with locking arrangements and single phase Motor Starter DOL in sheet steel enclosure suitable for capacity submersible pump with relay range 23-32 Amps, complete all as specified and directed by Engineer in Charge. Note : The cost of PCC foundation shall be deemed to be included in this item rate. |
| 114 | Taking out unservicable starter and Supply and fix Single Phase Motor Starter of capacity 10 HP with suitable arrangements for floor/wall mounted Single Phase DOL starter with suitable arrangement for cubical type, for indoor type use, floor mounted, factory fabricated, dust, weather & vermin proof, powder coated, made out of CRCA sheet of 2.15 mm thick and angle iron legs of size 50 mm x 50mm x 5mm with front openable with locking arrangements and single phase Motor Starter DOL in sheet steel enclosure suitable for capacity submersible pump with relay range 23-32 Amps, complete all as specified and directed by Engineer in Charge. Note:- The cost of PCC foundation shall be deemed to be included in this item rate. |
| 115 | Taking out unserviceable starter and Supply and fix Single Phase Motor Starter of capacity 20 HP with suitable arrangements for floor/wall mounted Single Phase DOL starter with suitable arrangement for cubical type, for indoor type use, floor mounted, factory fabricated, dust, weather & vermin proof, powder coated, made out of CRCA sheet of 2.15 mm thick and angle iron legs of size 50 mm x 50mm x 5mm with front openable with locking arrangements and single phase Motor Starter DOL in sheet steel enclosure suitable for capacity submersible pump with relay range 23-32 Amps, complete all as specified and directed by Engineer in Charge. Note : The cost of PCC foundation shall be deemed to be included in this item rate. |
| 116 | S&F in repairs/replacement of integral LED aviation light luminaire, flux 302 x 5mm LEDS, 10 Watts, 240 Volts, IP 65,short circuit & surge protection, comprising of die-cast aluminium housing with red polycarbonate dome, complete all as specified and directed by Engineer in Charge. Make: Bajaj Cat No. BGAV 302 LED or equivalent.Note:- The contractor will make his own arrangement to replace aviation light on OHT and Other buildings. Safety of Labours will be responsibility of contractor. One set consist 4 lights. |
| 117 | S&F flexible cable/wire in repair/replacement 2.5 sqmm 3core PVC insulated and sheathed submersible type with stranded copper conductor (for Light), complete all as specified and directed by Engineer in Charge. (For over head tank, aviation light luminaire ) |
| 118 | M&L for Disconnecting the existing 150mm DI/CI/GI pipe ,suction and deliveryof any type from the pump set and supply and fixing with newNRV sluive valveof size150 mm bore given in schedule and again connecting of the same with leak proof joint of pipe after fixing ofNRV sluice valve, complete all as specified and directed by Engineer in Charge. Note :- The cost shall be included nut bolt, Rubber packing/gasket, Tee, Flange, Mehanical joint, Collar, nipple, union, weldign work or lead jointetc |
| 119 | M&L for Desilting and cleaning of raw water channel from compound wall to raw water tank No.4 manually lifting mud/sludge from the bottom surface ofthe channel and cleaning the side walls (inside) with help of wire brush ,by applying bleaching powder and cleaning the entire surface repeatedly with fresh water and pumping out soiled waterand clean bottom and side of wall chanel with fresh water , and including cutting grass, bushes both sides of the channel up to two metre each side from centre of the channel up to entire satisfaction of Engineer-in-Charge and depositing at adistance not more than 100 mtr away from sitewhere as directed and leveling of surface both side of the channel, complete all as specified and directed by Engineer in Charge. Note . (a) The water shall not beprovidedby the departmentfor cleaning of channel and contractor make own arrangement without any extra claim.(b) The contractor shall deployed additional man power to clean the Channel as directed by Engineer in Charge. If he failed to clean in within 7 days, the payment will not be made to contractor and the recovery will be madeRS @ 700 per day till completion ” (c) The contractor shall arrange of 01mtr x 01mtr x 01mtriron frame (measuring unit ) and show the measurement at site to Engineer in Chargefor removing of all mud/sludge and then take load in trolly / truck by manually without disturbing farmer\"scrops/ asset , then take away from site.(d) The Quoted unit rate also included cutting grass 02 metre both side from centre of channel upto height of 4 metre and cutting of tress upto dia of 65mm. |
| 120 | M&L for Desilting of cleaning of raw water channel from Canalto air force boundary wall manually lifting mud/sludge from the bottom surface ofthe channeland cleaning the side walls (inside) with help of wire brush , by applying bleaching powder and fresh water and clean entire surface repeatedly with fresh water and pumping out soiled water and clean bottom and side of wall chanel with fresh water and including cutting grass, bushes both sides of the channel up to two metre each side from centre of the channel up to entire satisfaction of Engineer-in-Charge and depositing the same minimum distance1500 mtr awayfrom sitewhere as directed including minor repair to channel and levelling of surface both side of the channel, complete all as specified and directed by Engineer in Charge. Note:- (a) The water shall not beprovidedby the departmentfor cleaning of channel and contractor make own arrangement without any extra claim.(b) The contractor shall deployed additional man power to clean the Channel as directed by Engineer in Charge. If he failed to clean in within 7 days, the payment will not be made to contractor and the recovery will be madeRS @ 700 per day till completion ” (c) The contractor shall arrange of 01mtr x 01mtr x 01mtriron frame (measuring unit ) and show the measurement at site to Engineer in Chargefor removing of all mud/sludge and then take load in trolley / truck by manually without disturbing farmer\"scrops/ asset , then take away from site.(d) The Quoted unit rate also included cutting grass 02 metre both side from centre of channel upto height of 4 metre and cutting of tress upto dia of 65mm. |
| 121 | Demolition of Brick work or stone/boulder masonry, built in cement mortal or cement lime mortar, complete all as specified and directed by Engineer in Charge. |
| 122 | M&L for Brick work built in CM (1:6) straight or curved on plan exceeding 6 metre mean radius using sub class \"B\" bricks (old size bricks), complete all as specified and directed by Engineer in Charge. |
| 123 | M&L for Brick work built in CM(1:6) straight or curved on plan exceeding 6 metre mean radius using sub class \"B\" bricks (except bricks), complete all as specified and directed by Engineer in Charge. Note:- Old bricks if found suitable for re-used can be re-used |
| 124 | M&L for Cement concrete (1:2:4) type B-2 (using 40mm graded stone aggregate) as in surface channels and drains drains, complete all as specified and directed by Engineer in Charge. |
| 125 | M&L for 15mm thick cement plaster in CM (1:4) on fair faces of brick or concrete wall surfaces and finishing the surface even and smooth (without using extra cement) mixed with water proofing compound @200ml per 50 kg of cement or as per maufacturere instructions, complete all as specified and directed by Engineer in Charge. Note:- Water proofing compound shall be measured and paid separately |
| 126 | M&L for Precast reinforced cement concrete 1:2:4 type B1 (using 20mm graded aggregate) as in cover slab for man hole, septic tank, sump etc. set in CM 1:4, complete all as specified and directed by Engineer in Charge. |
| 127 | M&L of TMT bars 10mm dia, and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia, or securing with clips quality confirming to Fe-410-S or Fe-410-O, complete all as specified and directed by Engineer in Charge. |
| 128 | M&L for wooden shutter/Header covered for canal, type of size 195cmx10cmx145cm for wooden shutter/Header covered with aluminium sheet of 6mm thick to control the flow of water in raw water channel, complete all as specified and directed by Engineer in Charge. |
| 129 | S&F of a sign board, overall dimensions 1200 mm (width) X 900 mm (height). The sign board face shall be fabricated from 1.0 mm thick mild steel (MS) plain sheet. The board shall be complete with an all-around frame constructed from rolled mild steel sections 50 mmx50mmx5mm,The sign board shall be supported by a vertical tubular mild steel (MS) section, 50 mm x 50 mm x 5 mm, extending to a total height such that the bottom of the sign board is 1500 mm above finished ground level. The vertical support pole shall be embedded 150 mm into the ground within a concrete foundation of size 150mm x150mmx200mm of Nominal Mix Concrete Type B-0 (1:2:4), 12.50 mm graded aggregate) including all necessary excavation for the pole foundation and the removal of surplus excavated soil from the site. The entire exposed metalwork of the sign board, frame, and support pole shall receive one coat of appropriate metal primer followed by two coats of synthetic enamel paint, complete all as specified and directed by Engineer in Charge. (a)RAW WATER STORAGE TANK No. 01, (b) RAW WATER STORAGE TANK No. 02, (c) AHUJA PUMP HOUSE, (d) RAW WATER STORAGE TANK No. 03, (e) RAW WATER STORAGE TANK No. 04 |
| 130 | M&L for brick masonary valve pit (type B) of size 1.2 x1.2x 1.2 mtr (internal of chamber ) depth of chamber to be reckoned from the top of PCC in foundation to top the MS cover as 1.5 mtr and including MS sheet cover fabricated from 3 mm thick MS sheet and frame of angle iron 40 mm x 40 mm 5 mm with fixing arrangement , hinges and locking arrangement and painting two coat of synthetic enamel paint over a coat of red oxide primer on MS cover and frame, including necessary excavation and earth work in any type of soil, returning, filling in approved soil disposal of surplus soil to a distance not exc.50 mtr,150 mm thick PCC (1:4:8) type D-2 using 40 mm graded stone aggregate as in foundation , brick work in cement motor (1:6) 15 mm thick plastering in cement mortar (1:4) (both internally and externally) 100 mm thick PCC (1:2:4) type B1 using 20 mm graded stone aggregate as in flooring, complete all as specified and directed by Engineer in Charge. |
| 131 | All as per described in item No. 76 but above here-in-before but of size 1.5x1.5x1.2Mtr. |
| 132 | All as per described in item No. 76 but above here-in-before but of size 0.9x0.9x0.9Mtr. |
| 133 | Supply and replace NRV TIKKI150 mm & 100 mm/80 mm dia suitable for CI body NRV/Foot valveincluding nut boltT washer rateincluded for removing and refixingin to the pipe in sump /pump house, complete all as specified and directed by Engineer in Charge. |
| 134 | Testing of potable water sample collected from Air force stn Bhisiana swimming pool and testing report required through Govt/NABL accrediated laboratory as approved by GE as per BIS - 10500-2012. The Following tests shall be carried out as under.(i) Temperature (ii) Turbidity (iii) Colour (iv) Total hardness, Mineral Oil , residual chlorine (v) Calcium(vi) Magnesium(vii) Total Alkalinity (viii) Chloride, Phenolic Compounds (as MBAS) (ix) Total disolved solids (x) Flouride. COD , BOD, E-Coil, bacteria,Arsenic.Note:-The contractor will make his own arrangement to collect samples of water. |
