Sales : +91-777 804 8217
| Sl. No. | Item Description |
| 1 | PART-A (CIVIL WORK)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 including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: |
| 2 | All kinds of soil |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. |
| 4 | All kinds of soil |
| 5 | Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m:All kinds of soil |
| 6 | Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm |
| 7 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. |
| 8 | 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 plinth level, excluding the cost of centering, shuttering and finishing: |
| 9 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 10 | Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources), including necessary excavation of size 250x250x450mm deep for the same in bitumen/concrete pavement at specified spacing. |
| 11 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength and durability; including laying of concrete at site, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. :All works upto plinth level : |
| 12 | M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) Note:- Cement content considered in this item is minimum @220 kg/cum. Nothing extra shall be payable on account of design mix specifiy more than @ 220 kg/cum. The design mix specifying cement content less than 220 Kg/cum shall not be acceptable. |
| 13 | Concrete of M-25 grade with minimum cement content of 300 kg /cum Note:- Cement content considered in this item is minimum @300 kg/cum. Nothing extra shall be payable on account of design mix specify more than @ 300 kg/cum. The design mix specifying cement content less than 300 Kg/cum shall not be acceptable. |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 15 | Foundations, footings, bases of columns, etc. for mass concrete |
| 16 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 17 | Suspended floors, roofs, landings, balconies and access platform |
| 18 | Edges of slabs and breaks in floors and walls |
| 19 | Under 20 cm wide |
| 20 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 21 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 22 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength and durability; including laying of concrete at site, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. :All works upto plinth level |
| 23 | Concrete of M25 grade with minimum cement content of 330 kg /cum Note:- Cement content considered in this item is minimum @330 kg/cum. Nothing extra shall be payable on account of design mix specifiy more than @ 330 kg/cum. The design mix specifying cement content less than 330 Kg/cum shall not be acceptable. |
| 24 | Concrete of M35 grade with minimum cement content of 370 kg /cum Note:- Cement content considered in this item is minimum @370 kg/cum. Nothing extra shall be payable on account of design mix specifiy more than @ 370 kg/cum.The design mix specifying cement content less than 370 Kg/cum shall not be acceptable. |
| 25 | Concrete of M50 grade with minimum cement content of 410 kg/cumNote:- Minimum Cement content considered in this item is minimum @410 kg/cum. Nothing extra shall be payable on account of design mix specifiy cement content more than @ 410 kg/cum. The design mix specifying cement content less than 410 Kg/cum shall not be acceptable. |
| 26 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: |
| 27 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 28 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : |
| 29 | Cement mortar 1:6(1 cement : 6 coarse sand) |
| 30 | Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. |
| 31 | Using flats 30x6 mm for diagonal braces and central cross piece |
| 32 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. |
| 33 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 34 | 12 mm cement plaster of mix: |
| 35 | 1:6 (1 cement: 6 coarse sand) |
| 36 | 15 mm cement plaster on rough side of single or half brick wall of mix : |
| 37 | 1:6 (1 cement: 6 coarse sand) |
| 38 | 12 mm cement plaster finished with a floating coat of neat cement of mix : |
| 39 | 1:4 (1 cement: 4 fine sand) |
| 40 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : |
| 41 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre |
| 42 | Finishing walls with Acrylic Smooth exterior paint of required shade : |
| 43 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 44 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 45 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 46 | 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. |
| 47 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 48 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. |
| 49 | In cement mortar |
| 50 | Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge. |
| 51 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in- Charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 52 | Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.With medium setting bitumen emulsion |
| 53 | On W.B.M / W.M.M. @ 0.4kg/sqm |
| 54 | On bituminous surface @ 0.25kg/sqm |
| 55 | 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 equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. |
| 56 | 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. |
| 57 | Providing and laying Bituminous concrete 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 equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. |
| 58 | 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) and waste plastic additive @ 8% (percentage by weight of bitumen) prepared in Batch Type Hot Mix Plant of 100- 120 TPH capacity. |
| 59 | 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 (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 60 | 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 motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer- in-Charge. |
| 61 | With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 |
| 62 | With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 |
| 63 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. |
| 64 | Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 65 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 66 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern jointed with neat cement slurry mixed with pigment to match the shade, cutting of paver blocks as per required size and pattern, including rubbing and cleaning etc. complete, over 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Dark shade pigment using ordinary cement. |
| 67 | 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. |
| 68 | Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket : |
| 69 | 300 mm dia pipes |
| 70 | 450 mm dia pipes |
| 71 | Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 : |
| 72 | 300 mm dia Ductile Iron Class K-9 pipes |
| 73 | 450 mm dia Ductile Iron Class K-9 pipes |
| 74 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : |
| 75 | 300 mm diameter RCC pipe |
| 76 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. |
| 77 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved qualityEHD - 35 |
| 78 | Circular shape 560 mm internal dia |
| 79 | Credit for taking away surplus excavated local earth available at site including making arrangement for loading unloading and transportation for all leads and lift complete as per direction of Engineer-in-charge.Note:- Available surplus excavated earth shall be removed immediately within five days from the site any delay in removal may lead to recovery @ Rs. 20/- per cum per day from the date after its occurrence |
| 80 | Modified Estimated Cost after using Correction factor on DSR 2023 on account of GST @ 0.973 = (124291297 x 0.973 = 76613928) = (124291297 – 76613928 = 2125977) = (-) 2125977 |
| 81 | Add Cost [email protected]% |
| 82 | Providing and laying factory made Tactile paver blocks (for vision impaired persons as per standard) 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 required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/laying of inter locking paver block into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as required size and pattern, finishing and sweeping extra sand, all complete as per manufecturer's specification & direction of Engineer-in-Charge. |
| 83 | 60mm thick Tactile paver block of M-30 grade with approved colour, design & pattern. |
| 84 | Credit for taking away dismantled/ unserviceable reinforcing bars, m.s. railings and other steel items/ members duly weighed in presence of representative of Engineer-in-charge all complete as per direction of Engineer-in-charge. |
| 85 | Credit for taking away unserviceable bricks of Engineer-in-charge all complete as per direction of Engineer-in-charge. |
| 86 | Credit for dismantled Kerb Stone works to be taken by contractor (Dismantled Kerb stone block will be property of Contractor) |
| 87 | Credit for dismantled CC Inter locking paver blocks from footpath works to be taken by contractor (Dismantled CC Inter locking paver blocks will be property of Contractor) |
| 88 | Providing & fixing pre-fabricated precast solid open U shaped RCC drain, drain cover, box culvert, crash barrier, retaining wall, silt chamber etc. using wet-cast technology with self-compacting concrete of grade M-50 and thermo-mechanically treated (TMT) steel bars of grade Fe-550D including straightening, cutting, bending, placing in position and binding, all complete upto plinth level with provisions of shear keys, connecting loops, necessary cutouts/holes lined with dowel tubes of required sizes for services i/c making necessary opening for manhole purpose of required size and shape and providing manhole cover with proper lifting arrangement of various thicknesses, shape and size using high quality steel molds including loading, transportation from factory to site of work, unloading, stacking at site and placing in final position with the help of required capacity cranes all complete as per IS-11447:1985 and as per approved shop drawings and design mix complete as per the directions of Engineer-in-Charge. The RCC precast drain along with drain cover taken together as an integrated system, shall be capable of carrying a wheel load of 5 Ton of vehicular load.The precast elements shall be manufactured in a controlled factory environment with approved methodology/technology having all facilities including automated steam curing, automated reinforcement cage making facility, NABL accredited in-house laboratory with all testing facilities etc. complete as per the directions of Engineer-in-Charge.The installation of RCC precast drain, drain cover, box culvert etc. shall be done in correct and final position with proper line, level and plumb at site after making all arrangements of requisite T&P e.g., cranes, push-pull jacks etc. for lifting, placing and alignment of elements within erection tolerance as per IS-15916:2020, as per approved shop drawings, complete as per direction of Engineer-in-Charge including cost of all material and all tools & machinery required for casting for all works up to plinth level complete as per the directions of Engineer-in-Charge.Note:- i). Minimum cement content considered in this item is 425 kg/cum. Nothing extra shall be paid on account of design mix specifying cement content more than 425 kg/cum. The design mix specifying cement content less than 425 kg/cum shall not be acceptable.ii). Minimum steel reinforcement considered in this item is 100 kg/cum and Nothing extra shall be paid on account of using extra steel reinforcement more than 100 kg/cum. The structural design specifying steel reinforcement less than 100 kg/cum shall not be acceptable. |
| 89 | PART-B (ELECT. WORK) |
| 90 | Supplying, installation, testing and commissioning of Electric driven storm sewage Pump suitable for automatic operation and consisting of following, complete in all respects, as required Horizontal type, single stage , centrifugal non clog end suction Solid Handling pump of cast iron body & bronze impeller with stainless steel shaft, SS Sleeve gland dori pack/seal conforming to IS 1520 with minimum 40 HP Squirrel cage induction motor, TEFC, synchronous speed 1450 RPM, suitable for operation on 415 volts, 3 phase 50 Hz, AC supply with IP 55 protection for enclosure, horizontal foot mounted type with Class-'F' insulation, conforming to IS-325. M.S. fabricated Common base plate, coupling, coupling guard, foundation bolts etc. as required with anti vibration pads. |
| 91 | 300 Cubic Meter P/Hr at 20 m Head suction dia 150 mm delivery dia 150 mm |
| 92 | Supplying, Installation, Testing and Commissioning of Self priming regenertive pump of capacity 2 HP 230V, 2840 RPM, Head-11-16 Mtr, Discharge- 4-9 LPS etc complete as reqd |
| 93 | S.I.T.C of 40 HP manually operated Star-Delta motor Starter with double contact heavy duty and cable entry box with SS enclosure and operation handle complete etc as reqd. |
| 94 | Providing and fixing of 2 HP Single Phase DOL motor starter with On-Off Push button etc complete as reqd. |
| 95 | Supplying, fixing, testing & commissioning of double flanged sluice valve of rating PN 1.6 with non rising spindle, bronze/gun metal seat, ISI marked complete with nuts, bolts, washers, gaskets and conforming to IS 780 of following sizes as required : |
| 96 | 150 mm dia |
| 97 | Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required : |
| 98 | 65 mm dia |
| 99 | 150 mm dia |
| 100 | Providing, laying, testing & commissioning of f 'C' Class heavy duty MS pipe conforming to IS 3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required : |
| 101 | 50 mm dia |
| 102 | 150 mm dia |
| 103 | 300 mm dia (wall thickness 7 mm) |
| 104 | 65 mm dia |
| 105 | Supplying and fixing 3 x 4 sq.mm sizes flat copper conductor submersible PVC insulated PVC sheathed 1.1 KV grade cable i/c connection & testing etc. complete as reqd. (ISI marked). |
| 106 | Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts,washers, gaskets conforming to IS 13095 of following sizes as required : |
| 107 | 50mm dia |
| 108 | Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray (galvanisation thickness not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. |
| 109 | 100 mm width X 50 mm depth X 1.6 mm thickness |
| 110 | 150 mm width X 50 mm depth X 1.6 mm thickness |
| 111 | Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray “Tee” (galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. |
| 112 | 150 mm width X 50 mm depth X 1.6 mm thickness |
| 113 | Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray “bends” (galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. |
| 114 | 100 mm width X 50 mm depth X 1.6 mm thickness |
| 115 | 150 mm width X 50 mm depth X 1.6 mm thickness |
| 116 | Providing and Fixing of Easyflex rubber bellow with control unit PN1.6 for reducing the vibrations etc complete as reqd. |
| 117 | 150NB |
| 118 | Providing and fixing 400A 4P Automatic Transfer Switch (ATS) complete with alll accessories and connection/interconnection in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required. |
| 119 | Supplying, installation, testing & commissioning of cubical type LT panel depth upto 600 mm, suitable for 415 Volt, 3 Phase, 4 wire, 50Hz AC as per IEC 60439/IS 8623 supply system fabricated in compartmentalized design with CRCA sheet steel of 2mm thick for frame work and covers, 3mm thick for gland plates i/c cleaning & finishing complete with 7 tank process for powder coating in approved shade, having 500 Amps capacity extensible type TPN Aluminium Alloy bus bars of high conductivity DMC/SMC bus bar supports, with short circuit with stand capacity of 31 MVA for 1 Sec., bottom base channel of MS section not less than 100mm x 50mm x 5mm thick, fabrication shall be done in transportable section, entire panel shall have 2 nos 25 x 5 aq mm copper earth bar of suitable size at the rear with 2 Nos. earth stud, solid connections main bus bar to switch gears with required size of Al. bus bars and control wiring with 2.5 sqm. PVC insulated copper conductor single core cable, cable alleys, cable gland plates in two half, i/c providing and fixing switch gears as per requirement (drawing must be approved before manufacturing of panel) |
| 120 | Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required. |
| 121 | 100 A, 30kA, FPMCCB |
| 122 | 200 A, 36 kA,FPMCCB |
| 123 | 400 A, 50kA, FPMCCB |
| 124 | Supply & fixing of extended rotary handle for following MCCB capacity in the existing cubical type M.S. panel board i/c drilling holes in cubical panel, making connections etc. required. |
| 125 | 400 A MCCB |
| 126 | 160/100A MCCB |
| 127 | Supply & fixing of following accessories in the existing cubical type M.S. panel board i/c drilling holes in cubical panel, making connections etc as reqd. |
| 128 | MULTIFUNCTION DIGITAL METER (CONSISTING OF VOLTAGE, CURRENT, FREQUENCY, PF, KWH, KVA PARAMETER) WITH RS-485 PORT. EM 6400 AUX - AC/DC 96SQMM type |
| 129 | 3 Ph VAF, 5A, Class-1 |
| 130 | CT METERING 400/5A 15VA CL-1, BPL RE RC type (set of 3) |
| 131 | INDICATING LIGHT RYB, 220V AC 22.5MM DIA type |
| 132 | Supplying, laying and fixing of following size PVC insulated and PVC sheathed/ XLPE aluminum conductor armoured power cable of 1.1 KV grade in following manner etc. as reqd. |
| 133 | 3.5 x 150 sq.mm on wall surface |
| 134 | 3.50 x 35 sq.mm on wall surface |
| 135 | Supplying, laying and fixing of following size PVC insulated and PVC sheathed/ XLPE aluminum conductor armoured power cable of 1.1 KV grade in excavation and refilling the trench etc as required, but excluding sand cushioning and protective covering etc. as reqd.(a) 3.5 x 150 sq.mm |
| 136 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. |
| 137 | 3½ X 150 sq. mm (50 mm) |
| 138 | 3½ X 35 sq. mm (32 mm) |
| 139 | Supply, installation, Testing & Commissioning of 'Silent Type Diesel Generating set as per CPCB IV + or better norms along with having Prime Power Rating of KVA as below, 415 volts at 1500 RPM, 0.8 lagging power factor at 415 V suitable for 50 Hz, 3 phase system & for 0.85 Load Factor, including testing at factory and site with fuel, load for test and other necessary arrangements Complete as per CPWD specifications, should have QR code which should contain drawing, test report OEM manual, Geo- Tag of manufacturing location, rating plate as per relevant IS Code etc. and consisting of the followings(A) Diesel Engine:Turbocharged Diesel engine 4 stroke water cooled, multi cylinder, dynamically balanced fly wheel, electric start of suitable BHP at 1500 RPM suitable for above output of alternator at 40 Degree C, 50% RH & at 1000 Meter MSL, capable of taking 10% over loading for one hour after 12 hours of continuous operation. The engine will be with Electronic governor, Dry type Air filter with service indicator, first filling of engine fuel (after commissioning) lubricating Oil, Coolant and other consumables complete with all the required accessories, the Electronic governor shall be as per ISO 8528.The engine shall comply to the latest CPCB norms (CPCB IV + or better) and Conforming to BS 5514, BS 649, IS 10000, IS 10002, IS 13018 and as per CPWD specifications. (B) Engine mounted Instrument Panel fitted with and having digital display for following:(i) Start-stop switch with key(ii) Water temperature indication(iii) Lubrication oil pressure indication(iv) Lubrication oil temperature indication(v) Battery charging indication and Voltage Indication(vi)RPM indication(vii) Over speed indication (viii) Low lubricantion Oil trip indication (ix) Engine Running Hours indication (x) Fuel Level. |
| 140 | (C) Alternator:Synchronous alternator rated of appropriate KVA, 415 volts at 1500 RPM, 3 phase 50 Hz, AC supply with 0.8 lagging power factor at 40 Degree C, 50% RH & at 1000 Meter MSL. The alternator shall be having Screen Protected Drip Proof (SPDP) enclosure IP23, brushless, continuous duty, dynamically balanced rotor, capable of taking 10% over loading for one hour after 12 hours of continuous operation, self cooled,self-excited and self-regulated through AVR conforming to IS13364(Part 2)/IS: 4722/BS 2613 suitable for tropical conditions and with class- H insulation. (D) Base Frame & Foundation: Both the engine and alternator shall be mounted on suitable base frame made of MS channel with necessary reinforcement which shall be installed on suitable cement concrete foundation and vibration isolation arrangement as per recommendations of manufacturer. (E) FUEL TANK:Daily service fuel tank of suitable liters capacity as per CPWD Specifications, fabricated out of 3 mm thick M.S. sheet complete with all standard accessories and fuel piping between fuel tank and diesel engine with MS class 'C' pipes of suitable dia. Complete with valves, level indications & accessories as required as per specifications. (F) Exhaust System: Dry exhaust manifold with hospital type exhaust silencer and catalytic convertor. (G) Starting System: 12V/24V DC starting system comprising of starter motors: voltage regulator and arrangement for initial excitation complete with suitable numbers of batteries (180 AH capacity lead acid SMF type) as required as per specifications. The battery shall be housed inside the acoustic enclosure of DG Set. |
| 141 | (H) Acoustic and weather proof enclosure with arrangement for fresh air intake for cooling of the engine & alternator, extraction, discharging hot air in to the atmosphere and the temperature rise inside the enclosure, noise level outside enclosure. The acoustic enclosure should be suitable for cable connection/connection through bus-trunking. Such arrangements on acoustic enclosure should be water proof & dust-proof conforming to IP-65 protection. The enclosure shall be as per CPCB IV + or better norms etc. and as per CPWD specifications. (I) AMF Panel: Free standing floor mounted IP 42 automatic mains failure control panel including auto by-pass, suitable for KVA as below for silent type DG set complete with relays, timers, set of CTs for metering & protection and energy analyser to indicate currents, phase and line voltages, frequency, power factor, KWH, Kilo Volt Ampere Reative Hour (KVARH), KVA (Phase & Total), KW & provision for overload, short circuit, restricted earth fault, under frequency, power (aluminum) and control (copper ) cabling of suitable size upto 15 meter between AMF panel, LT Panel and DG Set including connection interconnection etc. as required, all complete and inter locking and communication/ Ethernet /RS485/SNMP port open protocol for BMS integration including suitable software, the panel shall be of DG Set OEM make etc. as per approved by Engineering in charge and including the following: 1. Suitable numbers and appropriate capacity 4 pole motorised electrically operated draw out with cradle type 3 position ACB/ MCCB with electronic release for O/C & E/F and shunt trip. 2. Auto/Manual/Test/Off selector switch3. Protection for under and over voltage phase reversal (2 nos Over voltage relay, 2 Nos. reverse power relay and 2 Nos. under voltage relay).4. 3 Sets of current transformers 15 P 10 accuracy for protection and 15 VA class-I for metering |
| 142 | 4. Energy analyser unit to indicate current, Voltage( L-N & L-L), kW, kVA (Phase & Total), Frequency, KWH, PF.6. LED Indicating lamps for load on mains and load on set. 7. Fuse/ MCB for instruments. 8. Battery charger, complete with transformer/ rectifier, D.C. voltmeter and ammeter, selector switch for trickle, off and boost and current adjustment. 9. Main supply failure monitor. 10. Supply failure timer. 11. Restoration timer 12. Control unit with three impulse automatic engine start/stop and failure to start lockout.13. Impulse counter with locking and reset facility. 14. ON/OFF/Control circuit switch with indicator 15. Audio/Video annunciation for (i) High water temperature (ii) Low lubricating oil pressure (iii) Engine over speed (iv) Engine fails to start (v) Full load/maximum load warning 16. Protection for over/under Frequency, Loss of AC sensing, Over Current, Unbalancing load with suitable number of relays and accessories. 17. Maintenance notification based on Engine Run Hour & due date. 18. Load Management through PLC to achieve auto opening and closing of incomer breakers, bus coupler switching of essential panel , interlocking providing signal to AMF Panel for load status and AMF shall give command to DG Set to auto start / auto stop depending upon load status and requirement etc. and necessary hardware and software required to perform the operation shall be provided by the contractor including all control wiring. |
| 143 | 125KVA |
| 144 | Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 meter long etc. with charcoal/ coke and salt as required. |
| 145 | Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 meter long etc. with charcoal/ coke and salt as required |
| 146 | Providing and fixing 25 mm X 5 mm copper strip in 40 mm dia G.I. pipe from earth electrode including connection with brass nut, bolt, spring, washer excavation and re-filling etc. as required. |
| 147 | Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. |
| 148 | Providing and fixing 25 mm X 5 mm copper strip on surface or in recess for connections etc. as required. |
| 149 | Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. |
| 150 | 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 : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size de rived from natural sources) |
| 151 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/recessed steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required. |
| 152 | Group C |
| 153 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/recessed steel conduit as required. |
| 154 | 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire |
| 155 | 2 X 4 sq. mm + 1 X 4 sq. mm earth wire |
| 156 | 4 X 4 sq. mm + 2 X 4 sq. mm earth wire |
| 157 | 2 X 10 sq. mm + 1 X 6 sq. mm earth wire |
| 158 | Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) |
| 159 | 12 way, Double door |
| 160 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 161 | Single pole |
| 162 | Single pole and neutral |
| 163 | Supplying, installation, Testing & Commissioning of LED surface mounted Batten light of following body material and construction as per IS : 10322 with driver (Replaceable) as per the requirement with Driver efficiency >85% ,Operating voltage AC 140-270 Volt, freq 50/60 hz, Operating temp range -15 deg to 40 deg centigrade, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD < 10% , P. F.≥0.95, IP20, CRI >80 , Flicker free (flicker should be below 5 %), life time (LED, Driver & electrical circuitry), of minimum 50000 Burning Hours with , 70% of initial Lumen maintained till life ends, CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin), SDCM (Standard Deviation Color Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard and trade mark certificate (T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. complete in all respect i/c connections with 1.5 sqm. FRLS, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy >135 lm/Watt output . LM79 & LM80 Test report from NABL lab for all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in- Charge as per requirement. (Thermal management: heat sink of aluminum housing such that LED junction temperature shall not rise above 90°C). |
| 164 | 18- 22 watt |
| 165 | Supplying, installation, Testing & Commissioning of Flood Light, powder coated pressure die cast aluminum body with built in or separate driver as per the requirement with Driver efficiency >85%, Input voltage: Input voltage: 140-270 Volt AC, freq 50/60 hz, Operating temp range -15 deg to 50 deg centigrade, internal surge protection of 5 KV L,N,E as per IEC 61000-4-5, Driver efficiency >85%,THD < 10% as per IEC 61000-3-2 , P.F.≥0.95, IP-66,IK-10, CRI >80 , under voltage and over voltage protection, EMI-EMC as per CISPR-15, lenses for beam angle 30 deg-120deg as per the application and the project requirement deg., suitable tilt able fitting, life time (LED, Driver & electrical circuitry) of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends as per LM80 extrapolation IES TM-21-11 report , CCT 3000°K / 4000°K / 5700°K/6000°K/6500°K (As per ANSI Bin) , SDCM(Standard Deviation Color Matching) <5, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard complete in all respect i/c connections with 1.5 sqm. FRLS, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy >135 lm/Watt output . LM79 & LM80 Test report from NABL lab for all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminum housing such that LED junction temperature shall not rise above 90°C). |
| 166 | 100 watt |
| 167 | Fabricating supplying and fixing wiremesh frame work made out of 40x40x5mm thick angle iron and Tee iron & 40x5mm thick flat iron having 6 swg dia MS wire with 25mmx75mm space in between mesh & top covered for rain protection by 16 SWG MS Sheet and making double door gate with the help of hinge clamp & locking arrangement (Frame size shall not be more than 60 cm x 100 cm) i/c grouting with cement concrete as per Engineer-In-Charge. All frame work is to be painted with two or more coat of red oxide primer and two coat of synthetic enamel paint of approved colour complete etc as reqd. |
| 168 | Provided PUMP House Automation Electrical Panel, wall mounted indoor cubical Panel duly powder coated having suitable size for switchgear and accessories. The panel has to be fabricated from 1.6 mm thick CRCA sheet duly compartmentalized suitable for 415-volt 50Hz A.C supply of suitable size with control wiring in channel, MCB, Relay card channel, Terminal Block, Panel Control Wiring & Panel Stand i/c supplying and fixing of followingaccessories in panel complete as regd.1.1) Cooling fan 4\\" - 1 Nos. (Make- Rexroth)1.2) SPMCB 6-32 Amp. - 2 Nos. (Make- L&T)1.3) 32 Amp TPN - 1 Nos. (Make- L&T)1.4) Relay card 4 Channel - 3 Nos. (Make - GIC)1.5) Push Button Flush Head - 12 Nos. (Make- L&T)1.6) Contact Blocks - 30 Nos. (Make- L&T)1.7) Push Button & Selector Actuators © 22.5 mm - 3 Nos. (Make-L&T)1.8) SMPS 12 VDC 6 Amp. - 2 Nos. (Make -GIC)1.9) SMPS 24 VDC 4.5 Amp. - 1 Nos. (Make - GIC)1.10) Indicator Gen Next LED 8531 22.5 mm - 15 Nos. (Make- L&T)1.11) Panel Light. - 1 Nos. (Make- Philips)1.12) \\"Modular AC Box With 20A SP MCB, Plastic Enclosure 8Unbreakable Heavy Duty with ISI Plug Top - 1 No.(Make-ANCHOR) |
| 169 | 1.13) MMU (Master Microprocessor Unit) With Smart Graphical Display Size 7\\" Inbuilt for all wireless device communication & cloud communication with wireless connectivity, Current transformer to be installed in pump house with following accessories listed below: Micro Processor Unit shall have control, protection & live data devices up to I/O 14 Microprocessor Fast Fourier transformation to eliminate harmonics &, Surges True RMS measurements & simultaneous sampling of Volts, Amps 2 layer protection, multiple technologies high performance & accuracy with real time clock wireless connectivity compatible, data backup, various functions high Speed mode with instant switches from one input to the other & can be controlled in slot for memory with connoted to external devices like android/ios/windows platform & PC through software key - CGPS plug - in software. Software key should comprise of UDP/ FTP/HTTP open standard Internal Expansion Wireless CPUR: with an core ARM7 32- bit floating point (72 MIZ max) microprocessor, with integrated IDE & GPRS connection with Uptime - Minimum 95%, Download Speed up to -4 Mbps Transfer unlimited of all measured parameters/ quantity/Auto Scrolling Password protected user programmable Parameters Fault Indication at display Access Point etc. - 1 No.(Make: Aricsso India, GIC, VERILIi,Interauto Technologies Pvt. Ltd.) |
| 170 | Ultrasonic Sensor status of water tank output analog approx. liquid Quantity in tank, made of ABS housing, detection range not less than 2 meters, output analog approx, liquid quantity in Tank, etc. complete as required.(Make: Aricsso India, GIC, VERILIi,Interauto Technologies Pvt. Ltd.) |
| 171 | Provided of microprocessor, suitable With Control & wireless connectivity Device transmitter and receiver (To be installed at near By sensor & Water Flow transmitters for Wireless data Range UPTO 1000 meters. Sending Data from upward to downward) for sending status of water tank to Master Microprocessor unit of on real time basis, for sending/receiving data Made of ABS Housing. Control: - Relay Based output indicator with suitable control panel etc.(Make: Aricsso India, GIC, VERILIi,Interauto Technologies Pvt. Ltd.) |
| 172 | Provider of Integrated Circuit Based Complete Water Management System & Monitoring System for Pump House Layout Display Devices showing up to 4 Underground tanks levels, 10 Over Head Tanks, Levels & 6 Pump Feedback, Under Ground Low Level Indication • Red Light, Under Ground High Level Indication - Green Light, Over Head Low Level Indication - Red Light, Over Head High Level Indication - Green Light, Pump on Feedback Indication –Green Light, Pump Off Feedback Indication - Red Light, Monitoring Size of Display 60 × 30\\" As per required. (Make: Aricsso India, GIC, VERILIi,Interauto Technologies Pvt. Ltd.) |
| 173 | Supply & installation of One CPU (Make: - Dell / Lenovo / HP ) One LED 55” Display (Make: - TATA Croma, Samsung/ Acer /Sony) with Complete (Supervisory Control & Data Monitoring Software System) 7 Pump house data ON/OFF/TRIP Sensor data and pump layout With wireless connectivity for AUTOMATIZATION of Pump house, water tank level for on line Monitoring pump house, Over Head Tanks & Under Ground Tanks with following specification. Server application for monitoring and controlling of system Data receive and sent through central application, event log store in server and can be checked, different level Message to different installation unit and location Software can be breakup in to different level for checking whole pump house and Tank Levels according to the client needs. Data Recipient should be added or delete manually according to the need as per the office requirement. Online Monitoring application should be within System for tracking. Data storage should be at central server for proper backup and support. Gateway server will manage all the incoming and outgoing Data. Fault or any breakdown reported immediately to concerned person through mobile messaging (persons can be 2 number). Each operations log stored in server & can be checked later on. Software can be breakup in to different level for checking whole pump house according to the client needs. Report can be checked according to the predefined level. Pump House data of different units can be stored in the software and Data will be done according to the employees in the unit. On network failure message should resend the data again. Internet tracking of all the operation in pump house through Web login.(Make: Aricsso India, GIC, VERILIi,Interauto Technologies Pvt. Ltd.) Please Enable Macros to View BoQ information |
| SR No | FileName | File Description |
| 1 | Click here to download tender document | Tender Documents |
| 2 | Click here to download tender document | Tender Documents |
| 3 | Click here to download tender document | Tender Documents |
We are a group of professionals specializing in custom software development, web development, mobile app development, IOT base solutions, web design, graphics & Enterprise solutions provid.
Copyright © 2026 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
