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| 1 | Note: Contractor should Quote Rates with all taxes. |
| 2 | CETP/STP (expandable in future) on Turnkey basis |
| 3 | Design, Engineering, Procurement, Construction including Supply, Installation, Testing and Commissioning of Civil/Electrical/Mechanical Components using modern day Technology, preferably SBR, Testing, Commissioning and Operation/Maintenance for initial 3 years after successful Trial Run/Commissioning on the basis of desired test resultsof designed capacity of Common Effluent Treatment Plant/STP (Expandable in future) on turnkey basis at Medcity Bemina |
| 4 | Construction of 2 No. RCC OHT 1.0 lac gallons |
| 5 | Design, Constructions of 100000 gallons capacity RCC overhead tank (0HT) with staging height of 17 mtr on turnkey basis including Pilling, Soil testing etc. The foundation, columns bearing etc. shall be designed & constructed so as to have the construction of a single storey building between the GL bracing & first bracing with RCC roof slab & brick walls for panel/ store accommodation. The position of the bracing shall be so fixed that the height of flooris approximately 3.50mtr & the top of ground level bracing is 0.60 mtr above general ground to provide for plinth. The construction of store/ panel room building is also included in the turn key job, the foundation & all other members should be designed& constructed taking into consideration this buildingload so that this building providing& fixing of Sal/ Deodar work three (3) Nos of double door shutter & window of 2.50 sqm area at least .The store/ panel room should be fully finished including internal electrification as the drawing shall be determined by the tender at his own cost.1 lac gallons =445600 litersincludes Design construction, testing & commissioning of 1 no RCC over Head tank with architecturalfeatures of 1.00 lacs gallons capacity with single compartment & 17 mtr staging height supported on rectangle /square columns only on turn key basis at village Meen Chakran (1457k) Samba including & fixing standard pipeline fitting for inlet , outlet scour & overflow delivering upto2.00 mtr away from RCCouter columns ofover head tank, providing & fixing of all accessories such as lightning arrester, water level indicators, RCC stairs from ground level to tank floor level indicators , RCC stairs from ground level to tank level gallery along outside column gallery to top of dome & inside the Tank with side steel railing , ventilating cowls , manhole covers with frame & MS railing for stairs & at roof flooring vertical D.I – double flanged pipe of 150mm dia of K-9 make Electrosteel , Jindal Electrothermy only pipe line & standard pipe fitting etc all complete .The top water container should be preferable cylindrical. |
| 6 | Constt. Of 2 No. Tube well |
| 7 | Transportation/Installation of drilling unit / Air Compressor/ equipments, tools and plants up to site of work through all kinds of roads, fields and approaches with lifts and leads complete in all respects. Erecting of drilling/Compressor unit at identified site as per directions of engineer in charge. The job shall include the complete shifting charges of total machinery from source to Tubewell site and dislodging after completion. The job includes development of site as identified which is included within scope of job and all manua handling , storage and watch & ward. Also includes the Development of working platform at site and errection of Rig at spot by way of levelling, earth filling and, removing of all obstacles for complete levelling of machine for purpose of accurate verticality of bore hole including contruction of two room Building with kitchen and washroom including sanitary and electric fittings with generator, panel, substation (as per requirement). Complete jobThe job shall also include making of sumps for water hauling and disposal of excavated material through suitable water drains. The excavated material is to be refilled after completion of well. |
| 8 | Drilling of exploratory bore hole in 1st instance of not 150 mts less than 125mm diameter at the selected site of proposedtube well up to a depth of 150 Mtrs. below ground level. In case sufficient/suitable water bearing strata is encountered to the satisfaction of the department at the drilling site , then production tube well shall be constructed on same spot after reaming to required size or in the vicinity, otherwise the contract will be closed and payment will be made for the exploratory borehole only.The job includes collection and preservation of soil samples in wooden trays after drilling of every 10 feet. The test bore is to ascertain the lithological nature/thickness and depth of the reliable water bearing horizon.Note :- Actual requirement and billing will be made as per site conditions |
| 9 | After successful exploration of the borehole, Drilling/Reamingof explored bore hole from 125 mmto 600 mmby Direct rotary/DTH/ODEX method for construction of gravel packed tube well upto desired depth in alluvium formation/sedimentary rocks consisting of soils, clays, sand, gravel, boulders,in all kinds of soils, collapsiblestrata, saturated soils,artisan conditions etc. and retaining the borehole by using suitable drilling mud (Bentonite) including preparation and submission of strata chart of the tubewell constructed in the prescribed proforma for deciding tubewell casing etc. and including all works pertaining to drilling.Complete tube well construction done as per IS:2800 with upto date amendments.The job includes cost of all consumables viz HSD/Lube Oil/Grease and others stores, water, bentonitemud, fuel, lubricants and charges on account of electricity, water hauling testing of vertical alignment...etc during the operation of the Drilling machine/Rig. The job is to be done as per the direction of engineer in charge at siteNote :- Actual requirement will be as per site conditions |
| 10 | Depth 0 to 150 mtr |
| 11 | Supplying and fixing in position 300 mm dia ERW MS plain casing pipe as per the casing assembly diagramconforming to grade of IS:4270of thickness 8.0mm. with welded joints (welded on spot) with a coat of anti corrosive paint should beapplied both inside and outside including Supplying and fixing of conical bail plug of MS blind pipe with close bottom plateat the bottom of casing assembly as per IS:2800 (part I 1991) including cutting, welding, fabricating, etc complete. Note :- Actual requirement will be as per site conditions.The well assembly design will be as per the lithology prepared and as per the acquifer zones. Make - Jindal/Prakash Surya |
| 12 | Note :- The job includes length to length joining of pipe lengths by weldingover v grove created by bevelling to ensure the robust jointing, Strengthening of pipe joints by welding of4Nos. vertical MS stiffeners each of size 25mmx300mmx8mm.to avoid any mishap or shearing of the welding joints at high stress points.The job includes bevelling of pipes in case bevelling is not proper or is damagedduring transit to be done by a grinder at site.The job also includes anchoring of pipe assembly lowered at ground level by suitable size channel iron lenths with M.S. round coller welded to the circumfrance of pipe assembly above ground level to avoid sinking. |
| 13 | Supplying and fixing in position 300 mm diamesh wrapped Galvanized plain linear slotted pipes of thickness 8.0 mm with size and distribution of slots of approved patternas per IS 8110 including cutting, welding, fabricating, etc completeNote :- Actual requirement and billing will be made as per site conditionsMake - Johnson/Equivalent as approved by Engineer in Charge |
| 14 | Supplying and fixing of MS well cap of approved specifications, painted with anticorrosive paint etc. complete forcasing pipe. After completion of job well should be properly capped with M.S. plate by welding to avoid any mishap |
| 15 | Providing and Shrouding of hard , insoluble and uniformity graded clean fine pea gravel duly sievedof size corresponding and suitablefor slot size of liner assembly as per IS:4097 from specified source including transportation,stacking and washing, screening etc. complete 3.35 to 4.75 mm size for fine gravel and 4.75 to 6.3/6.3 to 8.0 for medium gravel. Packing of pea gravel done in layers of suitable thickness (screened and washed) in the annular space between outer wall of bore hole. The gravel should be free from silt, sand, clay and other river borne impurities. The job includes the cost of extractionof gravel from sindhnallah, transportation,loading unloading and shrouding of the same in drilled well atthe site. The job includes construction of PCC make Hopper around the tubewell containing the pea gravelNote :- Actual requirement and billing of the pea gravel around the tubewell casing will be made as per site conditions in addition ot supply and safe storage of pea gravel of 5.0 cumfor future use. |
| 16 | Development of tube well using compressed air with capacity not less than 300 PSI air compressor as per strata conditions with contractors own equipments, viz, Air Compressor Machine, PVC Air pipes, MS Pipes, GI Pipes, bends, Rubber Gaskets,Nuts, Boltsincluding cost of POL for running the Air Compressor, other consumable items,etc needed for the job including Transportation/Shifting of Air Compressor, Air Pipes etc to the site. The Job includes the stabilization of tubewell with Air Compressorfor sustainable discharge of the tube well over a longer period of time until clean/clear water free from silt, sand and other impurities/suspension is obtained after lowering of pipe and shrouding of gravel.Note :- Actual requirement and billing will be made as per site conditions |
| 17 | Subsequent Development of tube well using VT/Submersible Pump of sufficient capacity as needed as per strata conditions with contractors own equipments, viz,Submersible Pump, PVC/ MS Pipes, GI Pipes, bends, Rubber Gaskets,Nuts, Bolts including cost of Electrical Energy to run the Pump for running the Submersible Pump, other consumable items,etc needed for the job including Transportation/Shifting of Submersible Pump/ GI Column Pipes toIGC Lassipora. The Job includes the stabilization of tubewell with over pumping by Vertical Turbine/Submersible Pump for sustainable discharge of the tube well over a longer period of time until clear water is obtained.Note :- Actual requirement and billing will be made as per site conditions |
| 18 | Conducting yield test of tube well by installing a Submersible test pump in the tube well temporarily and pumping out water continuously for a desired time period including collection of water samples for physico chemical analysisas per IS 2800 1979 and measuring the discharge and draw down of tube well at a suitable time interval including cost of energy, cost of installation of suitable measuring device and hire charges of pumping set of suitable pumping capacity. The contractor has to arrange V notch for assessment of the yield |
| 19 | Collection/Preservation of soil samples while drilling in bottles collected at different formations and at an interval of every 3 mts. or wherever the lithology changes as well as depths, as and when reqd. as per depth and strata. |
| 20 | Supply, Fabrication and Fixing of MS Channel of 6\" height x 4\" width for supporting the tubewell casing at two opposite ends |
| 21 | Providing and Fixing with cutting/welding of Vertical/Horizontal Medium Grade 80 mm GI Column Pipes for Submersible/Horizontal Pump/Motor from Submersible/Horizontal Pump/Motor to the Reservoir/OHT Length of the pipes (As required at site) including other accessories viz, Bends, Tees, Union, MS Flanges/Nuts Bolts, Rubber Washers, MS Clips, MS flat iron support for Pump/Motor and other accessories needed. |
| 22 | Providing and Fixing of Sluice Valve 80 mm at outlet of Pumps on surface of tubewell |
| 23 | Providing and Fixing of NRV 80 mm at outlet of Pumps on surface of tubewell |
| 24 | Providing and Fixing of desired capacity of Horizontal/Submersible Pump/Motor including all the desired/designed Submersible Cable for Horizontal/Submersible Pump/Motorto the Control Panel, Desired/Designed Control Panel, desired/designed Control Cabling from Control Panel to Servo Stabilizer including all the other associated electrical accessories 1W+1S |
| 25 | Providing and Fixing of desired/designed capacity of Servo Stabilizer as per the designed/selected capacity of Submersible/Horizontal Pump/Motor |
| 26 | SEWER DRAIN NP3 RCC Pipes of dia 450mm |
| 27 | Earth work in excavation by mechanical means over areas ( exceeding 30 cms and upto 1.5 m in width as well as 10 sqm on plan ) including disposal of excavated earth upto 1 mtr. For cutting edge, disposal earth to be leveled and neatly dressed in all kinds of soil. |
| 28 | Close timbering has included shuttering;sharing and packing cavaties[where ever required] complete measurement to be takenof the face area line beared |
| 29 | Providing and laying of stone soling hand packed under foundations including all leads and lifts complete. |
| 30 | Providing and Laying in Position CementConcrete of Specified Grade [1:4:8] mix 1 Cement: 4 sand :8 graded stone Aggregratewith 40 mm crushedaggregrates |
| 31 | Providing and Fixing in position reinforced cement concrete of specified grade 1:1.5:3 mix [1 Cement:1.5 sand :3graded stone aggregrate] with 20 mm crushed aggregrate |
| 32 | Reinforcement for RCC work including cutting, straightening,placing in position and binding all complete TMT bars including all carriages upto site of work complete job mild steel and medium tensile steel bars. |
| 33 | Centering, Shuttering strutting and proping etc and removal of form work inRetaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc. |
| 34 | Centering, Shuttering strutting and proping etc and removal of form work in Suspended floors, roofs, landings, balconies and access platforms. |
| 35 | Refilling of excavated earth back in trenches plinth etc layers not exceeding 20 cm in depth ,consolidating each layer by ramming and watering complete job. |
| 36 | Disposal of excavated earthened avearge lead of 5 kms by Mechanical Transport. Qty of excavation -Qty of refilling |
| 37 | Providing and Laying of GSB/RBM over damaged portion of road during laying of pipes into trenches [items including cost of supply ,laying ,carriage,and consolidation by using power road rollers ]completejob |
| 38 | Providing, Laying, Carriageof 450 mm dia NP3/RCCspun pipes into trenches and making of cement joints by using 1:2mix with [1 cement:2sand] including sealing with rubber gaskets complete job |
| 39 | Cost of fixing carriage and supply of Manhole covers |
| 40 | Cost of fixing carriage and supply of CI steps |
| 41 | Landscaping and Greenery |
| 42 | Supplying and stacking of good earth at site including royalty (earth measured in stacks will be reduced by 20% for payment) |
| 43 | Spreading of sludge, dump manure or/and good earth in required thickness as per directions of officer in-charge (cost of sludge, dump manure or/and good earth to be paid separately) |
| 44 | Plantation of different types on the landscape area measuring 825 sqm |
| 45 | Additional Chain Link fencing for exchanged land |
| 46 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains. pipes. cables etc. (not exceeding 1.5 11 in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramnning of bottonrs lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: |
| 47 | Providing and laying of stone soling hand packed under foundations including all leads and lifts complete. |
| 48 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering in 1 :4:8 mix ( including water charges). Complete Job |
| 49 | Providing and laying in position specified grade o reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works uplo plinth level 1:1 %:3 (1 cement : 1 1/2 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 50 | Steel reint/reement for R.C.C. work including straightening. cutting, bending, placing in position and binding all complete upto plinth level Mild steel and medium tensile steel bars |
| 51 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1 :3:6 ( 1 cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size. And including all head loads (including water charges). Complete job. |
| 52 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete job |
| 53 | providing and fixing (6.1. chain link fabric fencing width in Illesh size 50x50 mm including strengthening with 4 mm dia wire or nuts. bolts and washers as required complete as per the dircsction of Engineer-incharge. |
| 54 | 12mm thick cement plaster in 1:4 mix ( 1 cement: 4 sand) |
| 55 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 56 | Applying priming coat:With ready mixed red oxide Zinc Chromate primer of approved brand and manufacture on steel galvanized iron/steel works |
| 57 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work |
| 58 | GI Pipes and Allied AccessoriesEarth work in excavation by manual means in trenches for foundations, drains. pipes, cables etc. (not exceeding 1.5 m in width) and for shafts. wells, cesspits and the like not exceeding 10 sqm on plan. including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal Of surplus excavated earth as directed:All kinds ofsoil. |
| 59 | 150 mm |
| 60 | 100 mm |
| 61 | 80 mm |
| 62 | 50 mm |
| 63 | 40 mm |
| 64 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil. |
| 65 | 150 mm |
| 66 | 100 mm |
| 67 | 80 mm |
| 68 | 50 mm |
| 69 | 40 mm |
| 70 | Providing and fixing Medium B Class G.I. pipes complete with all G.I. fittings excluding trenching and refilling etc. (external work) |
| 71 | 150 mm |
| 72 | 100 mm |
| 73 | 80 mm |
| 74 | 50 mm |
| 75 | 40 mm |
| 76 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete |
| 77 | 25 to 40 mm nominal bore |
| 78 | 40 to 50 mm nominal bore |
| 79 | 50 to 80 mm nominal bore |
| 80 | 80 to 100 mm nominal bore |
| 81 | 100 to 150 mm nominal bore |
| 82 | Providing of water meter and stop cock in G.I. pipe line complete. |
| 83 | Fixing Digital water meter and stop cock in Gel. pipe line including cutting and threading the pipe and making long screws etc. complete. (cost of water meter and stop cock to be paid separately) |
| 84 | Providing and fixing gun metal gate valve With C.I. wheel of approved quality (screwed end) |
| 85 | 150mm |
| 86 | 100 mm |
| 87 | 80 mm |
| 88 | 50 mm |
| 89 | 40 mm |
| 90 | Providing and fixing C.I. sluice valves (with cap) Class 11 complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately). |
| 91 | 150mm |
| 92 | 100 mm |
| 93 | 80 mm |
| 94 | Providing and fixin tail pieces if required |
| 95 | 150 mm |
| 96 | 100 mm |
| 97 | 80 mm |
| 98 | 50 mm |
| 99 | 40 mm |
| 100 | Constructing masonry Chamber in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for Sluice/Gate Valves, with MS hinged cover fixed in cement concrete slab I: 1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), Vc necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5(For sluie vale, with CI surface box 100 mm top diameter, 160mm bottom diameterand 180 mm deep (inside) with chained lid. |
| 101 | Chamber 60x60x75 cm |
| 102 | Chamber 90x90x 100 cm |
| 103 | Chamber 120x120x100 cm |
| 104 | Chamber 120x120x100 cm |
| 105 | For Water meter complete with CI double flap surface box 400x200x200mm (inside) with locking arrangments.Chamber 60x60x75 cm |
| 106 | Providing and Filling sand of coarser grade around the GI pipes in external work. |
| 107 | 150 mm |
| 108 | 100 mm |
| 109 | 80 mm |
| 110 | 50 mm |
| 111 | 40 mm |
| 112 | Providing and Filling G.I> union in GI pipe including cutting and threading the pipe making lon screw etc. complete |
| 113 | 80 mm |
| 114 | 50 mm |
| 115 | 40 mm |
| 116 | Providing and Fixing MS flanges with nuts/bolts, rubber insertions G.I. pipe including cutting/welding etc., complete (new work) |
| 117 | 150 mm |
| 118 | 100 mm |
| 119 | 80 mm |
| 120 | 50 mm |
| 121 | 40 mm |
| 122 | SOLAR LIGHITING |
| 123 | Supply/Erection/Installation/Testing and Commissioning with transpotation at site of07 Mtr hot dip galvanized octagonal/polygonal shape pole & suitable for wind speed 180 km/hr as per IS 875.(Bajaj/Philips/Valmout/Utkarsh Make) with its accessories.Technical Specification:- Bottom 130 mm dia,Top-70 mm dia Thickness-3mm, Baseplate (220x220x12) mm, Foundation bolt size 30 mm dia,Bolt length 700 mm, No. of hole 04 No. Foundation bolt 04 No. PCD-205 mm,Projected bolt-100 mm & Anchor Plate Thickness-3mm. |
| 124 | Providing and laying of M15(1:2:4) Cement Concrete pole block of size ( 2ʹ x 2ʹ x 5ʹ)having 4ʹ U/G & 1ʹ A/G including cost of frame work,Curing,Finishing & Base Mesh Reniforcement having 12mm dia main as well as temperature (spacing 6 inch C/C)The job includes all charges(Complete Job). |
| 125 | Supply/fixing/Testing and Commissioning of 60 watt ALL-IN-ONE Solar Street Light with IP 65 protected components MADE IN INDIA with High Efficiency Mono Crystalline Solar PV Module 100 Wp , Lithium Ferro Phosphate battery ( Lifepo4) of 12.8V/42Ah with Inbuilt BMS technology, High Efficacy LED with Min 160 Lm/watt, MPPT Solar Charge Controller & Aluminum Extruded body, all in one fixture should be with Intelligent Dimming on fully charged battery and AIO installed as per product manual instructions by customer (hybrid sections also)with preset Algorithm with a backup time of 2 days. Fixture should be with Low voltage indicator of red color LED and charging indicator of green color LED, for the safety of the complete system fixture should have following protections:-a) Over-Charge protection (b) Deep-discharge protection (c) Over current protection. Manufacturer of the fixture should have in-house NABL approved testing Lab with a facility to test, Photometer of the product. Certificate required are The job further includes replacement warranty of fixture (if damaged/burnt out what so ever reason) for a period of two years reckoned from date of successful commissioning /handing over of site to intending department. The fixture should have LM 79 for the fixture, LM 80 for the LED chip, BIS for the battery cell. Certificates and same are to be submitted before approving of fixture. Havell’s / Philips/LT Make. |
| 126 | FIRE HYDRANT, LANDING VALUES/ FIRE ALARM SYSTEM |
| 127 | Providing and Fixing of Fire Hydrant Valve at selected locations. G.M 63mm Single Headed/SINGLE OUTLET Oblique Type Fire Hydrant Landing valve as per IS: 5290, Type ‘A’ ISI marked having 80mm N.B. Flanged inlet with PVC Blank Cap and chain tested to hydrostatic test pressure of 21/kgcm² and complete in all respect. Flange Dimension: O.D. 200mm, PCD 160mm, four 19mm dia holes |
| 128 | Supply and Fixing of MS Pipe of IS 1239/3589 specs pipe including cutting, welding, supply and fixing of GI/MS Nipples/Reducers, Sockets, Tank Nipples, , etc complete at various locations as under :-C Class Make - Jindal/Prakash Surya |
| 129 | For interconnection of the existing GI Pipeline with Fire Hydrant Landing Valve including red oxide coating and red paint at various locations Size 80 mm |
| 130 | For interconnection of the existing GI Pipeline with Fire Hydrant Landing Valve including red oxide coating and red paint at various locations Size 100 mm |
| 131 | Providing and Fixing of below mentioned piping accessories |
| 132 | MS Flanges including Nuts/BoltsSize = 80 mm Dia |
| 133 | Rubber WashersSize = 80 mm Dia |
| 134 | MS Flange (Large Size) - Dia - As required with coupling of Fire hydrant valves. |
| 135 | GI/MS TeeSize = 80 mm Dia |
| 136 | GI/MS Elbow (80 mm)Long size (around 1\"6\" length) |
| 137 | MS Flanges including Nuts/BoltsSize = 100 mm Dia |
| 138 | Rubber WashersSize = 100 mm Dia |
| 139 | GI/MS TeeSize = 100 mm Dia |
| 140 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: a. For foundation of MS Angle Iron and MS Flat Iron framed Fire Hydrant Cabinets of all classfications including disposal of excavated earth beyond site or as directed at site of work. |
| 141 | Providing and laying of stone soling including watering ramming dressing levelling and consolidation by hand hammer and carriage complete. By Mechanical Transport including loading, unloading and stacking, carriage Beyond 10 km upto 20 km per kma. For New Fire Hydrant Landing Valves 1 x 2\"6\" x 2\"6\" x0\"2\" x 12 No. |
| 142 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level in 1:2:4 mix ( 1 cement :2 coarse sand : 4 graded stone aggregrate 40mm nominal size crushed including all carriages complete.For New Fire Hydrant Landing Valves 1 x 3\"0\" x 3\"0\" x 2\"6\" x 20 No. = 450 cft |
| 143 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. |
| 144 | MS Framed Structure for enclosure of Fire Hydrant Landing Valves.Structural steel work in single section fixed with connecting plate including cutting hoisting fixing in position and applying a priming coat of approved steel primer including sign boards (as FH Valve)depicting the fire hydrant valve system including red oxide coating and red paint. complete. Steel cabinet with glass door and lock facilities.For 20 New Fire Hydrant Landing Valves |
| 145 | Providing lock to the fire hydrant steel enclosureMake - Thapar |
| 146 | Providing and Fixing of Steel Hinges 4\" including welding, fixing, etc complete |
| 147 | Providing and Fixing of Handle 6\"Size - 25mm x 5mm |
| 148 | Supply and Installation of Non percolating fire delivery hose of 70 mm. Diameter bound with GM couplings (Male-Female) of 63 mm. dia. (IS 636- 1988) of 15 mts. Length - 02 lengths for each hydrant with one emergency (short) branch with GM Nozzle compatible with the above Landing Valves for each hydrant. The two fire hoses, the branch pipe and other related hydrant accessories shall be kept in a steel cabinet with glass door with locking facility.The steel cabinets to be kept in close custody of nearest unit holder for security reasons. |
| 149 | Supply and Installation of ABC stored pressure type fire extinguishers MAP90 consisting of welded M.S. cylindrical body, squeeze lever discharge valve fitted with internal discharge tube, 30 cms long high pressure discharge hose, discharge nozzle, suspension bracket, confirming to IS 13849-1993 finished externally with red enamel paint and fixed to wall with brackets with rawl plug / dash fasteners complete with internal charge for building. With all accessories/fittings as per approved standardsa) Capacity 6.0 kg I.S.I marked |
| 150 | Supply and Installation of CO2 fire extinguishers fitted with discharge horn and provided with all accessories/fittings as per approved standards confirming to IS 2878-2004 fixed to wall with brackets with rawl plug / dash fasteners completewith internal charge for buildingsa) Capacity 4.5 kg I.S.I marked |
| 151 | Supply and Installation of overload trip off by way of installation of electrical safety equipments outside all the buildings for all the elecrical equipments insidethe building |
| 152 | FIRE ALARM SYSTEM |
| 153 | Providing and fixing MS conduit of 16 SWG ISI marked (15:9537-1981, Part-11) complete with allfittings viz. tees, bends, junction boxes, clamps/supports etc. to be concealedin slabs/brick work as required or surface laid.20mm dia |
| 154 | Providing and laying in PVC conduit PVC insulated ISI marked copper control cable in existing conduit (IS:694) from individual flow switches on each floor to annunciation panel installed in fire control room including sleeves cable clips, supports for horizontal runs etc. complete of size |
| 155 | Supplying, installing, testing and commissioning of following items in real/false/wall in M.S junction box with all installation accessories as per requirement. |
| 156 | i) Analog addressable multisensing detector below false ceiling (Photoelectric sensor for smoke and heat detector) with bases. |
| 157 | ii) Control Relay Module as per the specification. |
| 158 | iii) Addressable type Manual Call Point (Pull Station) as per specification. |
| 159 | Supplying, installing, testing and commissioning of annunciating panel with Addressable Hooter-cum-Strobe Unit (including control module)having desired control zone and zone indications along with 240 V battery and battery chargr to be mounted on wall surface including supply of all installation material, interconnections, cutting chases on wall and mending good the damages,painting, earthing, complete as required. |
| 160 | Supply Installation Testing and commissioning of hooters |
| 161 | Repairing of Wall of all buildings by way of Paint, Plaster, Cement, etc and making the base for pumps |
