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| Sl. No. | Item Description |
| 1 | Civil Work |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.2.8.1 All kinds of soil. |
| 3 | PCC Levelling CourseProviding and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - 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 derived from natural sources) DSR 4.1.3 |
| 4 | PCC Levelling Course Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) DSR 4.1.8 |
| 5 | 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; including pumping of concrete to site of laying, 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.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth levelConcrete of M20 grade with minimum cement content of 270 kg /cum DSR 4.20.1.3 |
| 6 | 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; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.:Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth levelConcrete of M35 grade with minimum cement content of 370 kg /cum DSR 5.33.1.3 |
| 7 | 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; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.:Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth levelConcrete of M30 grade with minimum cement content of 350 kg /cum DSR 5.33.1.2 |
| 8 | 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; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.:Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works above plinth level upto floor V level.Concrete of M30 grade with minimum cement content of 350 kg /cum DSR 5.33.2.2 |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete DSR 5.9.1 |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. DSR 5.9.2 |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform. DSR 5.9.3 |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers. DSR 5.9.5 |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts. DSR 5.9.6 |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for Stairs, (excluding landings) except spiral-staircases DSR 5.9.7 |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form for Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. DSR 4.3.2 |
| 16 | Steel reinforcement (Thermo-Mechanically Treated bars of grade Fe-500D or more. ) for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. DSR 5.22.6 |
| 17 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. Note: - This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done. DSR 24.2 |
| 18 | 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 :6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand) DSR 6.4.2 |
| 19 | 12 mm cement plaster on the plain side of wall of mix :1:6 (1 cement: 6 coarse sand). DSR 13.4.2 |
| 20 | 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand). DSR 13.5.2 |
| 21 | 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 :New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre. DSR 13.41.1 |
| 22 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. (80x1.25 mm M.S. laths with 1.25 mm thick top cover) DSR 10.6.1 |
| 23 | 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.10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works Grating over Drain (28 Kg/m) |
| 24 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. DSR 11.56.1 |
| 25 | Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge :Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. DSR 11.55.1 |
| 26 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8 mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. DSR 16.90 |
| 27 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). (5.1 Kg/m) DSR 10.28 |
| 28 | Providing and laying brick tiles over mumty roofs, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement, over 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat:12.19.1 With common burnt clay F.P.S. (non modular) brick tiles of class designation 10 DSR 12.19 |
| 29 | 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 450 mm long with 150x150x6 mm M.S. plate welded at bottom and embedded 150 mm 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 250x250x450 mm deep for the same in bitumen/concrete pavement at specified spacing DSR 4.9 |
| 30 | Providing and applying integral crystalline (dry shake) of hydrophilic in nature for waterproofing treatment to the RCC structures like basement raft, foundation slab, sewage & water treatment plant slab, warehouses floor, parking structures and water tank base slab etc. sprinkled @0.60 kg per sqm or higher as recommended by the manufacturer’s specification over the lean concrete of above cited structures. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e. by reducing permeability of concrete by more than 85%, compared control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline dry-shake shall be capable of self-healing of cracks up to a width of 0.50 mm. The work shall be carried out all complete as per specification and the direction of the Engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. DSR 22.24 |
| 31 | Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc.to be paid separately). DSR 21.18 |
| 32 | Connection of Catchpit with Storm line 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 :19.6.5 450 mm dia. R.C.C. pipe DSR 19.6.5 |
| 33 | Provision of Shed over opening in median L.S |
| 34 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. DSR 12.22 |
| 35 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes12.41.2 110 mm diameter DSR 12.41.2 |
| 36 | CARRIAGE OF MATERIALSLoading and unloading of stone boulder / stone aggregates / sand / kanker / moorum. (Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip). DSR 1.1Cost of Haulage Excluding Loading and Unloading and stacking with lead of 5km DSR 1.4 |
| 37 | 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. DSR 15.59 |
| 38 | Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-charge : 15 mm to 40 mm nominal bore. DSR 15.44.1 |
| 39 | Dismantling of existing kerbs and stacking the same with in a lead of 1000 Meter complete in all respect as per MORT&H specification and to entire satisfaction of Engineer-in-charge. N.S. |
| 40 | Dismantling of existing kerbs Channels and stacking the same with in a lead of 1000 Meter complete in all respect as per MORT&H specification and to entire satisfaction of Engineer-in-charge. N.S. |
| 41 | Dismantling Paver blocks Dismantling of existing rubber moulded cement concere pavers & stacking the same at site carefully including all lead and lift complete in all repect and to the entire satisfication of Engineer-in-charge. N.S. |
| 42 | Providing and laying tack coat with bitumen VG-10 @ 3.0 kg/10 sqm using sprayer pump on prepared surface heating bitumen in boiler and spraying bitumen with spray set fitted on bitumen boiler including cleaning of road surface with complete in all respect as per MORT&H specification and to the entire satisfaction of the Engineer-in-charge. NS |
| 43 | Providing and laying Tack Coat with bitumen VG-10 using sprayer @ 2.5kg/10 sqm on prepared bituminous surface, heating bitumen in boiler and spraying the bitumen with spray set fitted on bitumen boiler including cleaned of road surface with narial broom complete in all respect as per clause-503 of MORT&H (5th revision) specification clause-503 & to the entire satisfaction of engineer in charge. NS |
| 44 | Providing and laying 60mm thick dense graded bituminous macadam with mechanical paver after mixing aggregate and bitumen as per design mix in hot mix plant using minimum @ 4.5% bitumen of grade VG-30 of total mix with aggregate confirming to requirement laid in table 500.8 and as per grading II specified in table 500.10 complete as per clause no. 507 of MORT&H specification rolling with smooth wheeled vibratory and tandem roller as per clause 501.6 and 501.7 to achieve the desired density 2.3gm/cc. complete in all respect and to the entire satisfaction of the Engineer-in-charge.NS |
| 45 | Providing and laying 40mm thick bituminous concrete as per clause 507 of MORT&H specification with mechanical paver after mixing aggregate and bitumen as per design mix in Hot mix plant using minimum 5.4% bitumen of grade VG- 30 and using both coarse and fine aggregate filler stone dust @2% by weight of aggregate confirming to relevant specification laid in MORT&H specification clause 507.2.2 and 507.2.3 with grading confirming to table 500.17 gradation –II of MORT&H specification and density of bituminous concrete as laid 2.35 gm/cc complete in all respect as per MORT&H specification and to entire satisfaction of Engineer-in-charge. NS |
| 46 | Providing and fixing 80mm thick high density rubber moulded precast cement concrete pavers block grey /coloured/ designer polished (manufactured by vibro hydraulic pressure process) consisting of design mix of cement, sand and fine aggregate having designation M-35 duly ISI Marked including the cost of best quality colours and hardening agents. The paver should be complied with tensile strength and breaking load as per BIS 6717-1993 and shall be tested against resistance to bear as per IS 1237-1980 (specification for cement concrete floor tiles). The paver should be laid over a layer of 25mm thick screened sand to the required slope and requirement complete in all respect and to the entire satisfaction of Engineer-in-charge. NS |
| 47 | Providing and fixing of factory manufactured precast concrete kerb of size 300mm x 300mm having 150mm thickness with one edge semi rounded duly vibrated mechanically and compacted made of P.C.C 1:2:4 duly cured and finished. The rate further include filling of joints between kerbs / channels with cement mortar 1:2 complete in all respect and to the entire satisfaction of Engineer-in-charge.NS |
| 48 | Providing and fixing of factory manufactured precast concrete channel of size 300mm x 300mm having 75mm thickness duly vibrated mechanically and compacted made of P.C.C 1:2:4 duly cured and finished. The rate further include filling of joints between kerbs / channels with cement mortar 1:2 complete in all respect and to the entire satisfaction of Engineer-in-charge. NS |
| 49 | Providing and applying 2.5mm (minimum) thick thermoplastic road marking paint for edge line, central line, stop line, segregation line, zebra crossing, arrows and other road signs etc. The thermoplastic material should be homogeneously composed of pigment, hot resin and glass reflectorising beads @0.250 Kg/Sqm. The gradation of glass beads must be as per table 800.4 and properties of material should be as per table 800.3 of MORT&H specification (5th revision). The work should be complete in all respects and to the entire satisfaction of Engineer-in-charge. |
| 50 | Providing and fixing of Raised pavement markers (Cat eyes) of make 3m series/ Avery Denninson 80/C-80 conforming to ASTM D4280 type H with micro prismatic lens on both sides with 13 sq cum retro-reflective surface area in each lens, having two no. 3cm shanks and fixing the same with suitable epoxy after cutting the road surface for embedding shanks complete in all respects and to the entire satisfaction of the Engineer in charge. NS |
| 51 | Public Health Work |
| 52 | Carriage of material by Mechanical Transport including loading,unloading and stackingEarth Lead - 5 km DSR 1.1.2 |
| 53 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means overareas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including gettingout and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-incharge. All kinds of soil DSR 2.6.1 |
| 54 | 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 soilPipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia DSR 2.10.1.2 |
| 55 | 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. DSR 2.25 |
| 56 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated orstacked materials.All kinds of soil DSR 2.26 |
| 57 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 58 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - 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 derived from natural sources) DSR 4.1.3 |
| 59 | 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) DSR 4.1.10 |
| 60 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiralstair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived fromnatural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 61 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform DSR 5.9.3 |
| 62 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing inposition and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. DSR 5.22.6 |
| 63 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) DSR 6.1.1 |
| 64 | 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. asrequired. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works DSR 10.25.2 |
| 65 | 12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand) DR 13.7.2 |
| 66 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work DSR 13.52.1 |
| 67 | Dismantling 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 :Water bound macadam road DSR 15.43.1 |
| 68 | bituminous road |
| 69 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : 150 mm diameterClass II DSR 18.31.3.2 |
| 70 | 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 :300 mm dia. R.C.C. pipe DSR 19.6.4 |
| 71 | 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. |
| 72 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality.EHD - 35Circular shape 560 mm internal dia DSR 19.19.4.1 |
| 73 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : For pipes 250 to 300 mm diameter DSR 19.21.2 |
| 74 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. 900 mm dia RCC pipes. DSR 19.35.3 |
| 75 | Providing, laying, testing & commissioning of '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 : 150 mm dia. Elect. DSR 18.7 |
| 76 | 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 : Elect. DSR 18.14.7 |
| 77 | Providing and fixing RCC Road Gully Grating & Frame size 21\\" x 27\\" fixed in C:C: 1:2:4 Complete in all respect. NSR |
| 78 | Making connection of Drain or Sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 Cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) cement plastered on both sides with cement mortor 1:3 (1 Cement : 3 coarse sand ) finished with a floating coat of neat cement and amking necessary channels for the drain etc. complete.For pipes 600 to 1200 mm diameter. NSR |
| 79 | PITC of sewege /Drainage non clot Submersible Pump, fully automatic, 3 Phase power Pump with CI Body single stage 12 meter Head, 5 H.P. 3.7 K.W) Make: KSB, Kirloskar, Crompton, NSR |
| 80 | Supplying, laying, testing and 1.00 commissioning of MS made cubicle panel made out of 1.6mm CRCA sheet powder coated with siemens color. The panel is design for wall mounting type with cable incoming and out goings from bottom. All the switchgear are from L&T /Schneider/Eaton Make MCB TP 32A, Contractor MNX-12A., Over load relay 4.5-7 5A, ON/OOF indication, STOP/START Push Button, Auto/Manual Switch, Terminal STRIP, MBC 1 POLE 6 Amp, Aux. Cont., SDS Timer, SPPR, Enclosure & accessories fabrication in 1.6mm. CRCA Sheet powder coating in Siemens Gray Shede, 75X40MM. Channel Base Frame, Cable Entry will be Top & Bottom Suitable for Cable Lock, Rubber Gasket, hardware etc. Wiring & Accessories Power & Control wiring will be (ISI 1100V) flamo smoke FRLS PVC Singte Core Copper Wire Copper Lugs, PVC Steeve, Ferruels Numbers, Hardware & Lbour etc, including Starter suitable for 7.5 Hp mortor for 2 be operate can which pump simultaneously NSR |
| 81 | Providing and fixing 25mm2, 4 core armoured cable from sump to Panel Room to and fro. Complete in all respect. Make Havelles, Finolex, L&T, BCH. NSR |
| 82 | Providing and fixing of Stored Pressure (ABC Dry Chemical Powder ) type Fire Extinguisher of Capacity 4 kg Confirms to IS 15683, bearing ISI mark complete with brass forged squeeze grip type valve fitted with pressure gauge , pressurize with dry Nitrogen gas filled, with discharge nozzle with wall mounting bracket, having fire rating of 2A & 21B. Make:- Padmini/SAFEX/MINIMAX. NSR |
| 83 | Providing and fixing of CO2 type Fire Extinguisher of capacity 4.5 kg (6.8 Litre) confirming to IS 15683 duly bearing ISI mark, consisting of High Pressure (IS 7285) and duly approved by Chief controller of Explosive Nagpur, fitted with wheel type valve, fully charged with CO2 gas (IS 15222), with non-conductor of electricity discharge PVC horn along with Bend Pipe, internally siphon tube, & mounting brackets having fire rating as required to the entire satisfaction of EIC . Make:- safex/minimex. NSR |
| 84 | Electrical Work |
| 85 | DSR Item No.1.10 Wiring for light point/ fan point/ exhaust fan point/ call bellpoint with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.Group-C |
| 86 | DSR item no.1.31 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required. |
| 87 | DSR item no.1.32 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. |
| 88 | DSR Item No.1.21 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required.20mm dia |
| 89 | 25mm dia |
| 90 | 32mm dia |
| 91 | DSR item no.1.17 Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. 3 x 1.5 sq. mm |
| 92 | 3 x 2.5 sq. mm |
| 93 | 3 x 6 sq. mm |
| 94 | DSR item no.2.10 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. Single pole |
| 95 | Triple pole and neutral |
| 96 | DSR item no.2.16Supplying and fixing DP sheet steel enclosure on surface/ recess along with 25/32 A 240 V \\"C\\" curve DP MCB complete with connections, testing and commissioning etc. as required. |
| 97 | DSR item no. 2.3Supplying 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)6 way , Double door |
| 98 | DSR item no.2.5Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer ) as required . (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.)4 way (4 + 12), Double door Each |
| 99 | 8 way (4 + 24), Double door |
| 100 | DSR item no.5.2Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia. including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. |
| 101 | DSR item no.5.7Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/ termination with GI thimble etc. as required. |
| 102 | DSR item no.5.4Earthing 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 metre long etc. with charcoal/ coke and salt as required. |
| 103 | DSR item no.5.11 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. |
| 104 | DSR item no.1.25 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. |
| 105 | DSR item no.1.27Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required.4 Module (125mmX75mm) |
| 106 | DSR item no.1.26Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. |
| 107 | DSR Item No. 15.16Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part-II complete with fitting and cutting, jointing etc. direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required.120mm dia (OD-120mm & ID-103mm nominal) |
| 108 | 63 mm dia (OD-63 mm & ID-51 mm nominal) |
| 109 | DSR item no.15.15Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. in the existing trench, complete as required. 63 mm dia (OD-63 mm & ID-51 mm nominal) |
| 110 | Labour charges for horizontal boring 1Mtr. Below ground level including cost of 2 nos. pit digging and refilling complete in all respects up to entire satisfaction of the EIC of the work. |
| 111 | DSR item no.2.2Providing 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.63/100 A,30KA,FPMCCB |
| 112 | 200 A,36KA,FPMCCB |
| 113 | DSR item no. 8.10 (DSR 2025)LED Batten light (System lumen efficacy ≥120 <135 lm/Watt) 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. complete in all respect i/c connections with 1.5 sq mm FRLS, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥105 <120 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 aluminium housing such that LED junction temperature shall not riseabove 90°C). Powder Coated CRCA Sheet Body (Thickness >0.50 mm)18-22 WATT |
| 114 | DSR item no.8.7LED Panel light 2x2 ft. (System lumen efficacy ≥120 <135 lm/Watt) Supplying, installation, Testing & Commissioning of Panel light 2x2 ft., of following body material and construction as per IS : 10322 with driver as per the requirement with Driver efficiency >85%, Operating voltage AC 140-270 Volt, freq 50/60 hz, Operating temp range -5 deg to 40 deg centigrade, internalsurge protection of 2.5 KV with Short & Open circuit protection ,THD < 10% , P. F.≥0.95, IP20, CRI >80, UGR (Unified GlareRating) < 19, 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 /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. complete in all respect i/c external connections with 1.5 sq mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥120 <135 lm/Watt output .LM79 & LM80 Test report and 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 aluminium housing such that LED junction temperature shall not rise above 90°C). Powder Coated CRCA Sheet Body (Thickness >0.50 mm)22 watt (surface type) |
| 115 | Supply, erection, testing & commissioning of 40 watt Trunk Mounted LED fixture 4 Ft. long fixed with Polycarbonate diffuser with CRCA/ Aluminium housing minimum system lumen output 4000 lumens with system efficacy 110lm/W P.F.>0.95 with THD<10%, CRI 80, Surge Protection 2 KV. The LED shall be tested with LM80-08 standard with Useful life of 50000 Hrs at L70. The LEDs used in the luminaire shall have CCT of ANSI Bin 5700 K with CRI of minimum 80. LEDs used must be tested as per EN62471 for Photobiological Safety of humans. The Input voltage range shall be 150V to 270V. The fixture should be complete with Aluminum/ CRCA trunk and accessories for mounting of led luminaire in the floor. The fixture should be BIS Approved. The fitting shall be installed in the existing Trench. The make of the fitting should be Bajaj/Panasonic/Wipro or equivalent make only. |
| 116 | DSR item no.9.2Supply, Installation, Testing and Commissioning of ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. metal( Aluminium alloy) blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, steel/Al body Power Factor not less than 0.9, Service Value(CM/M/W) minimum as below, 350 RPM (tolerance as per IS : 374-2019), THD (Total Harmonic Distortion) less than 10%, suitable for operation with regulator for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 0C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC supply, Ceiling Fan compliant to IS 374:2019 fan i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required. 1200mm, service value ≥ 6.0 CM/Min/Watt, air delivery 210 CM/Min (Minimum) |
| 117 | Supplying, erection, testing and commissioning of 5 Watt step LED light complete with all accessories as required. The job includes cost of labour, civil work and petty material required to complete the job to the entire satisfaction of the Engineer-in-charge of the work. The LED step light fitting should be of Phillips/ Bajaj/Surya make only AS PER COMPLETE ITEM NO.25 OF DNIT. |
| 118 | Supplying, erection, testing and commissioning of poles of 3 meter height 76 mm minimum dia made of G.I finish: coated with epoxy zinc phosphate primer and finished using environmentally stable polyurethane based paint.Installation : surface mounted with base plate and fitted on a pre formed foundation, suitable for 40-45 watt LED post top light, prewired control box with service door including lock and safety chain, supplying and fixing of 6 Amp SP MCB C-series and 32 Amp heavy duty connector etc. for making connection with suitable size of copper wire and thimbles/ lugs in the conductor box. The pole shall be installed in cement concrete foundation (1:3:6) i.e 1 cement, 3 coarse sand and 6 graded stone with the help of anchor bolts of 20 mm dia by laying iron bar mesh fabricated with 6 mm dia iron bar, earthing of pole, connection etc. complete as required.(The pole shall be of K lite of equivalent to Phillips/ Wipro/ Bajaj/ Mayfair/ Twinkle make). |
| 119 | Supply and Erection of 45 watt LED Post Top Lantern fittings made of cast alum. Housing with power to be mounted on directly on inbuilt Heat sinks. A UV stabilized PC/PMMA diffuser is provided for Glare Free Lighting with high visual comfort to complete with Electronic LED Driver Power supply & related accessories with the following specifications to be installed on existing pole. The make & model of the fitting should be of Bajaj BGCPNP 45 W/ WIPRO LP06351 XXX-57XX36W/ Twinkle LuxMax-PT-151-S 40 W LED/K-Lite Juno(Cat no.5380) 36 watt LED/Surya Rigel (SLE PT 40W) or its equivalent to Philips and LT Make only AS PER COMPLETE ITEM NO.27 OF DNIT. |
| 120 | S/E of LED Bulk Head Luminaries weather proof frosted light with PMMA/ PC reflector and silicon gasket to be installed on surface. The LED fitting should have minimum system Lumen output minimum 1000 Lumen at 100 lm/ watt (minimum) and the driver of the fitting should be workable on 140-260 Volt. The colour temperature of LED should be minimum 5000 degree Kelvin. The fitting should be of Philips/ Bajaj/ Wipro/ Havells/ Jaquar/ Crompton/ Panasonic/ Surya/ LT/ Trilux make only. The fitting should be of IP-65/66. The LED should have a life of 50000 burning Hours. The fitting should have THD<15% and power factor 0.9 or above. The job includes the cost of testing, commissioning and making connection with copper wire from adjacent light point, other petty material and labour etc. as required to complete the same to the entire satisfaction of Engineer In Charge. |
| 121 | Making of Haudi of following size for drawing of under ground cable etc constructed with bricks wall 4½” thick and plastered from the inner side with cement, sand, mixture 1:5. The RCC cover moulded in an angle frame of size 35mm x 35mm x 5mm should be provided above the Haudi which should rest on 40mm x 40mm x 5mm angle iron frame fixed on the upper portion of the Haudi. The cover should be provided with lifting arrangement. The rate includes all labour and material to complete the job with 1:4 CC mixture.Size 1½’ x 1½’ x 1½’ deep |
| 122 | Size 2’ x 2’x 2’deep |
| 123 | LT PANEL: ( MAIN PANEL)Supplying, Installation, Testing & Commissioning of Modular, Sectionalized (Form-4B Construction) Low Voltage Panel suitable for 415 V, 3 Phase, 4 wire 50 Hz AC supply system as per standard IEC 61439 Part-1 & Part-2 as Totally Type Tested Assembly and of suitable size fabricated in compartmentalized design from CRCA sheet steel of 2mm thick for frame work and covers & doors of 1.6mm thick sheet, 3 mm thick for gland plates with stiffeners wherever required, having vibration free structure chemically treated with seven tank process before painting for surface treatment and powder coated, with suitable electrolytic grade high conductivity Aluminium busbar extensible type, DMC/SMC bus bar supports, bottom base channel of MS section not less than 100mm x 50mm x 5 mm thick, fabrication shall be done in transportable sections, entire LENGTH panel shall have a common copper earth bar of suitable size at the rear with 2 Nos. earth stud, solid connections from main bus bar to switch gears with required size of Aluminium bus bars and control wiring with 2.5 Sq.mm. PVC insulated copper FR conductor S/C cable for voltage & Current respectively. The board shall be dust and vermin proof with degree of protection IP42, free standing type mounted on base channel. The job includes all material cost (ACB, MCCBs Space & other Accessories) labour, carriage of panel to the site, testing and commissioning as required to complete the job as per drawing of the panel to the satisfaction of the Engineer in charge. The job includes making connection of the outgoing cable with lugs/thimbles duly crimped and making connection with the incoming existing O/H bus trunking or cable as per site requirement. The LT panel should have following switchgear and accessories as mentioned below: -INCOMING SPACE.200 Amp. 415 V 4 pole MCCB 1 No.Intelligent multifunction meter with CTS of size 200/5 Amp. and phase indication LED lamp.Bus bar 200 Amp 4 Nos. aluminum stripOUTGOING SPACE:63/100 Amp 415V. 4 pole MCCB 6 Nos.8 way BDB 2Nos.200 Amp. 415 V 4 pole MCCB 1 No. |
| 124 | LT PANEL( SUB PANEL FOR GROUND FLOOR )Supplying, Installation, Testing & Commissioning of Modular, Sectionalized (Form-4B Construction) Low Voltage Panel suitable for 415 V, 3 Phase, 4 wire 50 Hz AC supply system as per standard IEC 61439 Part-1 & Part-2 as Totally Type Tested Assembly and of suitable size fabricated in compartmentalized design from CRCA sheet steel of 2mm thick for frame work and covers & doors of 1.6mm thick sheet, 3 mm thick for gland plates with stiffeners wherever required, having vibration free structure chemically treated with seven tank process before painting for surface treatment and powder coated, with suitable electrolytic grade high conductivity Aluminium busbar extensible type, DMC/SMC bus bar supports, bottom base channel of MS section not less than 100mm x 50mm x 5 mm thick, fabrication shall be done in transportable sections, entire LENGTH panel shall have a common copper earth bar of suitable size at the rear with 2 Nos. earth stud, solid connections from main bus bar to switch gears with required size of Aluminium bus bars and control wiring with 2.5 Sq.mm. PVC insulated copper FR conductor S/C cable for voltage & Current respectively. The board shall be dust and vermin proof with degree of protection IP42, free standing type mounted on base channel. The job includes all material cost (ACB, MCCBs Space & other Accessories) labour, carriage of panel to the site, testing and commissioning as required to complete the job as per drawing of the panel to the satisfaction of the Engineer in charge. The job includes making connection of the outgoing cable with lugs/thimbles duly crimped and making connection with the incoming existing O/H bus trunking or cable as per site requirement. The LT panel should have following switchgear and accessories as mentioned below: -INCOMING SPACE.100 Amp. 415 V 4 pole MCCB 1 No.Intelligent multifunction meter with CTS of size 200/5 Amp. and phase indication LED lamp.Bus bar 100 Amp 4 Nos. aluminum stripOUTGOING SPACE100 Amp. 415 V 4 pole MCCB 1 No.BDB 4 WAY= 2Nos.Timer unit= 1 No. |
| 125 | LT PANEL( FOR SHOP )Supplying, Installation, Testing & Commissioning of Modular, Sectionalized (Form-4B Construction) Low Voltage Panel suitable for 415 V, 3 Phase, 4 wire 50 Hz AC supply system as per standard IEC 61439 Part-1 & Part-2 as Totally Type Tested Assembly and of suitable size fabricated in compartmentalized design from CRCA sheet steel of 2mm thick for frame work and covers & doors of 1.6mm thick sheet, 3 mm thick for gland plates with stiffeners wherever required, having vibration free structure chemically treated with seven tank process before painting for surface treatment and powder coated, with suitable electrolytic grade high conductivity Aluminium busbar extensible type, DMC/SMC bus bar supports, bottom base channel of MS section not less than 100mm x 50mm x 5 mm thick, fabrication shall be done in transportable sections, entire LENGTH panel shall have a common copper earth bar of suitable size at the rear with 2 Nos. earth stud, solid connections from main bus bar to switch gears with required size of Aluminium bus bars and control wiring with 2.5 Sq.mm. PVC insulated copper FR conductor S/C cable for voltage & Current respectively. The board shall be dust and vermin proof with degree of protection IP42, free standing type mounted on base channel. The job includes all material cost (ACB, MCCBs Space & other Accessories) labour, carriage of panel to the site, testing and commissioning as required to complete the job as per drawing of the panel to the satisfaction of the Engineer in charge. The job includes making connection of the outgoing cable with lugs/thimbles duly crimped and making connection with the incoming existing O/H bus trunking or cable as per site requirement. The LT panel should have following switchgear and accessories as mentioned below: -INCOMING SPACE.63/100 Amp. 415 V 4 pole MCCB 1 No.Intelligent multifunction meter with CTS of size 200/5 Amp. and phase indication LED lamp.Bus bar 100 Amp 4 Nos. aluminum stripOUTGOING SPACEMCB DP 32 Amp 415V. 12 Nos. |
| 126 | DSR Item No 7.4Supplying, installation, testing and commissioning of Astronomical time switch of following configuration to be mounted in feeder pillars / Lighting DBs for automatic switching On & OFF of street lights at sun set & sun rise or twilight (Auto ON, Auto OFF, Auto modes) with manual override facility with 12/24 hour display format with suitable battery and indication for relay status i/c programming at site complete as required.1 output per phase and suitable for single phase supply |
| 127 | Supply and erection of Contactor T AC3 70 AMP RATING AND 100 AMPS RATING FOR AC1 unit suitable for 3 phase switching on/off. The job includes cost of 1 no. 3 phase MNX 70 CS97076 with built in SURGE SUPPRESSOR for coil of 220 Volt 50/60 Hz Rating L&T MNX/ Siemens 3TF/ ABB AX series. The contactor shall be installed on existing bakelite sheet with help nut and bolt. The job includes making incoming and outgoing connection with suitable copper wire and other petty material require to complete the job to the entire satisfaction of Engineer- in- charge. |
| 128 | Supply and erection of sheet metal cubical pedestal of suitable dimensions made from 50 mm X 50 mm X 6 mm thick M.S angle iron frame, covered with 1.6 mm thick M.S. sheet duly welded on five sides and front side hinged complete with locking arrangement with 4 Nos. switchgear supporting members each of M.S. flat 50 mm X 6 mm thick of suitable length duly welded. The cubical pedestal shall have 4 Nos. legs of 50 mm X 50 mm X 6 mm each 60 cm long M.S. angle iron each long including painting, bonding to the existing earth etc. the same shall be erected in the 1:2:4 cement concrete plat-form of suitable dimensions 15cm high form ground level and 45 mm thick. The cubical pedestal shall be 15 cm from the top of cement concrete platform.Cubical size 900 mm X 600 mm X 350 mm |
| 129 | Supply and Laying of following XLPE insulated and PVC sheathed, armored, aluminum conductor cable of 1.1KV grade as per IS 7098 (Part-I) 1988 (amended up to date) of the following sizes to be laid in existing trench/ DWC/RCC/HUME pipe as required at site. The job include the cost of making connections with suitable size of Al. Lugs/ thimbles, testing, commissioning etc. as required to the entire satisfaction of Engineer In Charge.10 sq mm 4 core |
| 130 | 16 sq mm 4 core |
| 131 | 25 sq mm 3.5 core |
| 132 | 70 sq mm 3.5 core |
| 133 | Dismantling of existing steel Octagonal pole 10 Mtr. Long with the help of crane. The job includes cost of dismantling of incoming / outgoing connection from the junction box of pole. The dismantled pole shall be handed over to concerned JE in govt store of sector 25. The job includes cost of dismantling of pole, controlling of traffic and other petty material required to complete the job to the entire satisfaction of Engineer-in-charge of the work. Please Enable Macros to View BoQ information |
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