| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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| 1707134574000 | 0 | None | None | Buildings | Providing Water Supply Work,Renovation of Drainage Pipe line,Septic Tank,Basic Amennities & Upgradation of Community Health Centre in Kalagi Tq. in Kalaburagi District.(CIVIL WORKS) | 6425603.65 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2446612 | 73734 | None | CSR 2023-24 Vol-2 P.No. 189 It.No. 19.22.1 | Dismantling tile work in floors and roofs laid in cement mortar includ ing stacking material to the appropriate disposal area as per direction of Engineer-in-charge. For thickness of tiles 10 mm to 25mm. ---- complete as per Specification and as directed by the Engineer in-charge of work | Sqm | 59.47 | 59.47 | 480.38 | False | None | None | False | None | False | 28568.1986 | 0 | | 2446613 | 73734 | None | CSR 2023-24 Vol-1 P.No. 8 It.No. 1.14.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. ---- complete as per Specification and as directed by the Engineer in-charge of work | Cum | 126.38 | 126.38 | 156.59 | False | None | None | False | None | False | 19789.8442 | 0 | | 2446614 | 73734 | None | CSR 2023-24 Vol-1 P.No. 8 It.No. 1.15.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. ---- complete as per Specification and as directed by the Engineer in-charge of work | Cum | 449.76 | 449.76 | 150.11 | False | None | None | False | None | False | 67513.4736 | 0 | | 2446615 | 73734 | None | CSR 2023-24 Vol-1 P.No. 15 It.No. 2.1.5 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. CSR 2023-24 Vol-1 P.No. 15 It.No. 2.1.5 ---- complete as per Specification and as directed by the Engineer in-charge of work | Cum | 7627.28 | 7627.28 | 48.56 | False | None | None | False | None | False | 370380.7168 | 0 | | 2446616 | 73734 | None | CSR 2023-24 Vol-1 P.No.15.It.No.2.2.1 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost
of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. ---- complete as per Specification and as directed by the Engineer in-charge of work | Cum | 8412.76 | 8412.76 | 32.94 | False | None | None | False | None | False | 277116.3144 | 0 | | 2446617 | 73734 | None | CSR 2023-24 Vol-1 P.No.15.It.No.2.2. | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost
of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. ---- complete as per Specification and as directed by the Engineer in-charge of work | Cum | 8179.08 | 8179.08 | 37.88 | False | None | None | False | None | False | 309823.5504 | 0 | | 2446618 | 73734 | None | CSR 2023-24 Vol-1 P.No.15.It.No.2.2.1 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost
of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. ---- complete as per Specification and as directed by the Engineer in-charge of work | Cum | 11684.4 | 11684.4 | 8.01 | False | None | None | False | None | False | 93592.044 | 0 | | 2446619 | 73734 | None | CSR 2023-24 Vol-2 P.No. 41 It.No. 8.3.1 | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- complete as per Specification and as directed by the Engineer in-charge of work | Sqm | 438.61 | 438.61 | 271.0 | False | None | None | False | None | False | 118863.31 | 0 | | 2446620 | 73734 | None | CSR 2023-24 Vol-2 P.No.9 .It.No.5.3 | Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand). ---- complete as per Specification and as directed by the Engineer in-charge of work | Cum | 7688.0 | 7688.0 | 11.3 | False | None | None | False | None | False | 86874.4 | 0 | | 2446621 | 73734 | None | CSR 2023-24 Vol-2 P.No.175 .It.No.17.1 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. ---- complete as per Specification and as directed by the Engineer in-charge of work | Cum | 1241.48 | 1241.48 | 4.71 | False | None | None | False | None | False | 5847.3708 | 0 | | 2446622 | 73734 | None | CSR 2023-24 Vol-2 P.No.175 .It.No.17.2 | Supplying, filling, spreading &leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer in-char ---- complete as per Specification and as directed by the Engineer in-charge of work | Cum | 1469.45 | 1469.45 | 3.53 | False | None | None | False | None | False | 5187.1585 | 0 | | 2446623 | 73734 | None | CSR 2023-24 Vol-1 P.No.7 .It.No.1.11 | Filling approved earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. ---- complete as per Specification and as directed by the Engineer in-charge of work | Cum | 536.49 | 536.49 | 91.08 | False | None | None | False | None | False | 48863.5092 | 0 | | 2446624 | 73734 | None | CSR 2023-24 Vol-1 P.No. 18 I.No.2.11 (a) | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. ---- complete as per Specification and as directed by the Engineer in-charge of work | Tonne | 110837.22 | 110837.22 | 8.48 | False | None | None | False | None | False | 939899.6256 | 0 | | 2446625 | 73734 | None | CSR 2023-24 VOL-2 P.No. 105 It.No.12.57.2 | Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets ( core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 ( part-I) 1991. from manufacturer complete as per spcification. 30 mm thick one side Teak & one side commercial ---- complete as per Specification and as directed by the Engineer in-charge of work | Sqm | 4327.83 | 4327.83 | 3.78 | False | None | None | False | None | False | 16359.1974 | 0 | | 2446626 | 73734 | None | CSR 2023-24 VOL-2 P.No. 64 It.No.9.31 | Providing and laying Polished Sadarahalli Grey 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 20 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 ---- complete as per Specification and as directed by the Engineer in-charge of work | Sqm | 2583.32 | 2583.32 | 398.0 | False | None | None | False | None | False | 1028161.36 | 0 | | 2446627 | 73734 | None | CSR 2023-24 VOL-2 P.No. 71 It.No.10.14 | Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg/m2, including pointing in white cement mixed with pigment of matching shade complete. ---- complete as per Specification and as directed by the Engineer in-charge of work | Sqm | 1370.33 | 1370.33 | 90.66 | False | None | None | False | None | False | 124234.1178 | 0 | | 2446628 | 73734 | None | CSR 2023-24 Vol-2 P.No. 14 Item No 6.8 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. ---- complete as per Specification and as directed by the Engineer in-charge of work | Cum | 9873.59 | 9873.59 | 32.0 | False | None | None | False | None | False | 315954.88 | 0 | | 2446629 | 73734 | None | CSR 2023-24 Vol-2 P.No. 42 Item No 8.8 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per pecifications and as per directions of Engineer-in-charge. ---- complete as per Specification and as directed by the Engineer in-charge of work | Sqm | 459.67 | 459.67 | 1096.7 | False | None | None | False | None | False | 504120.089 | 0 | | 2446630 | 73734 | None | CSR 2023-24 Vol-2 P.No. 86 Item No 11.34A | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding. ---- complete as per Specification and as directed by the Engineer in-charge of work | Kg | 208.15 | 208.15 | 1524.98 | False | None | None | False | None | False | 317424.587 | 0 | | 2446631 | 73734 | None | CSR 2023-24 Vol-2 P.No. 46 Item No 8.30 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- complete as per Specification and as directed by the Engineer in-charge of work | Sqm | 215.59 | 215.59 | 1315.4 | False | None | None | False | None | False | 283587.086 | 0 | | 2446632 | 73734 | None | CSR 2023-24 Vol-2 P.No. 47 I.No.8.34.3 | Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.KSRB 14-16.2 ---- complete as per Specification and as directed by the Engineer in-charge of work | Sqm | 61.95 | 61.95 | 59.53 | False | None | None | False | None | False | 3687.8835 | 0 | | 2446633 | 73734 | None | CSR 2023-24 Vol-2 P.No. 48 I.No.8.41 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved
brand and manufacture after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete.as per specifications and as per directions of Engineer-in-charge. ---- complete as per Specification and as directed by the Engineer in-charge of work | Sqm | 206.91 | 206.91 | 79.93 | False | None | None | False | None | False | 16538.3163 | 0 | | 2446634 | 73734 | None | CSR 2023-24 Vol-2 P.No.26 .It.No.7.38 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 g/m2
as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineer in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. ---- complete as per Specification and as directed by the Engineer in-charge of work | Sqm | 703.75 | 703.75 | 17.5 | False | None | None | False | None | False | 12315.625 | 0 | | 2446635 | 73734 | None | CSR 2023.24 Vol-2 P.No.149 It.No.15.2 | Providing and Applying PU based Elastomeric Liquid Applied PU Waterproofing Membrane single component, cold applied, water based acrylic PU dispersion with highly elastic and UV resistant water proofing treatment to the Existing Roof surface/Chajjas/Sunken portion of WC:Bathroom applied @ 1.2 l/per m2 , having tensile strength greater than 1.5N/mm2, elongation greater than 300% with solid content not less than 60% in 2 coats including surface preparation, priming the surface with water based acrylic primer @0.1 l/m2, and spreading 60 gsm geotextile between two top coats completely as per specification. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. ---- complete as per Specification and as directed by the Engineer in-charge of work | Sqm | 913.14 | 913.14 | 30.0 | False | None | None | False | None | False | 27394.2 | 0 | | 2446636 | 73734 | None | CSR 2023-24 Vol-2 P.No 31-32 Item No 7.50 | Providing & Fixing of Mineral Fibre Suspended Ceiling System in the module size of 600x600x19mm with Exposed grid for Hospitals, Shopping malls, Commercial establishments and office complexes.The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance 87%, Thermal Conductivity k = 0.052 - 0.057 w/m K, NRC
-0.7,Colour White, Fire Performance UK A2 S1, dO, with Anti Microbial coating on the face of the tile, suitable for zone 4 area according to NF S 90-35:2003 with cleanroom class of ISO 5 (Class 100), Decontamination Class of CP1Oand Bacteriological Cleanliness Class B1 for specific strains and reduction in colony size. Washability properties of 500 wash cycles as per ASTM D-4828 and suitable for Green Building application with Recycled content of 37%. The tile shall be laid on 24mm wide T - section flanges colour white having rotary stitching on all T sections i.e. the Main Runner, 1200 mm & 600 mm Cross Tees with a web height of 38mm and a load carrying capacity of 15 kg/m2 & pull out strength of minimum 100 kg The T Sections should have a Galvanizing of 90 grams per m2 and need to be installed with suspension system of approved make. ---- complete as per Specification and as directed by the Engineer in-charge of work | Sqm | 2777.84 | 2777.84 | 50.58 | False | None | None | False | None | False | 140503.1472 | 0 | | 2446637 | 73734 | None | CSR 2023-24 Vol-2 P.No 71. Item No 10.15.1 | Providing and fixing of Aluminium composite panel of approved make and colour for wall cladding for Brick/Rcc/stone walls & coloumns/beams with necessary aluminium frame works at required level made out of
50x25x4mm C section or equivalent. The panel should consist of 3mm thick non-halogenated FR grade mineral based polymer ( 2 hrs fire resist ance as per ASTM E119-12 and clause B, S1, do as per ENT 13501-1sand wiched between 0.50 skins thick aluminium sheet making a total panel thickness of 4mm. The surfaces will be finished with PVDF based coating on topsides and service coating on reverse sides would be in polyester paint. The system shall be fixed using GI brackets, aluminium L cleats and stainless steel bolts and nuts complete with spring washer and cap nuts and all other necessary accessories, sealing shall be done with necessary rods etc., complete for Straight portion. ---- complete as per Specification and as directed by the Engineer in-charge of work | Sqm | 4942.37 | 4942.37 | 23.93 | False | None | None | False | None | False | 118270.9141 | 0 | | 2446638 | 73734 | None | CSR 2023-24 Vol-1 P.No.7 .It.No.1.8 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. ---- complete as per Specification and as directed by the Engineer in-charge of work | Cum | 587.29 | 587.29 | 47.85 | False | None | None | False | None | False | 28101.8265 | 0 | | 2446639 | 73734 | None | CSR 2023-24 Vol-3 P.No 23 Item No 4.1 (V) | Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material - As per directions of engineer in charge of work. ---- complete as per Specification and as directed by the Engineer in-charge of work | Cum | 3081.39 | 3081.39 | 42.0 | False | None | None | False | None | False | 129418.38 | 0 | | 2446640 | 73734 | None | CSR 2023-24 Vol-3 P.No 26 Item No 4.17 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. - As per directions of engineer in charge of work. ---- complete as per Specification and as directed by the Engineer in-charge of work | Cum | 3170.6 | 3170.6 | 42.0 | False | None | None | False | None | False | 133165.2 | 0 | | 2446641 | 73734 | None | CSR 2023-24 Vol-3 P.No 49 Item No 6.2.2 | Construction of M40 Grade un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base in recommended proportions, coarse and fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved
mix design transported to site, laid with a slip form paver finisher, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod,
admixtures, curing compound, steel channels, finishing to lines and grades as per drawing. ---- complete as per Specification and as directed by the Engineer in-charge of work | Cum | 10167.23 | 10167.23 | 84.0 | False | None | None | False | None | False | 854047.32 | 0 |
| | 1707134574000 | 0 | None | None | Buildings | Providing Water Supply Work,Renovation of Drainage Pipe line,Septic Tank,Basic Amennities & Upgradation of Community Health Centre in Kalagi Tq. in Kalaburagi District.(WATER SUPPLY AND SANITARY WORKS) | 1231694.01 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2446642 | 73735 | None | CSR 2023-24 Vol-1 P.No. 10 It.No. 1.17.1 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. ---- complete as per Specification and as directed by the Engineer in-charge of work | Cum | 324.62 | 324.62 | 229.5 | False | None | None | False | None | False | 74500.29 | 0 | | 2446643 | 73735 | None | CSR 2023-24 Vol-1 P.No.7 .It.No.1.10 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications. ---- complete as per Specification and as directed by the Engineer in-charge of work | Cum | 198.24 | 198.24 | 89.1 | False | None | None | False | None | False | 17663.184 | 0 | | 2446644 | 73735 | None | CSR 2023-24 Vol-5 P.No.113 .It.No.10.1.7 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) ---- complete as per Specification and as directed by the Engineer in-charge of work | m | 509.23 | 509.23 | 364.0 | False | None | None | False | None | False | 185359.72 | 0 | | 2446645 | 73735 | None | CSR 2023-24 Vol-5 P.No.113 .It.No.10.1.9 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) ---- complete as per Specification and as directed by the Engineer in-charge of work | m | 765.7 | 765.7 | 120.0 | False | None | None | False | None | False | 91884.0 | 0 | | 2446646 | 73735 | None | CSR 2023-24 Vol-2 P.No.122 .It.No.13.33.5 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings
with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work. ---- complete as per Specification and as directed by the Engineer in-charge of work | m | 366.74 | 366.74 | 125.0 | False | None | None | False | None | False | 45842.5 | 0 | | 2446647 | 73735 | None | CSR 2023-24 Vol-2 P.No.122 .It.No.13.33.4 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings
with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work. ---- complete as per Specification and as directed by the Engineer in-charge of work | m | 460.91 | 460.91 | 70.0 | False | None | None | False | None | False | 32263.7 | 0 | | 2446648 | 73735 | None | CSR 2023-24 Vol-2 P.No.122 .It.No.13.33.3 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings
with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work. ---- complete as per Specification and as directed by the Engineer in-charge of work | m | 366.74 | 366.74 | 30.0 | False | None | None | False | None | False | 11002.2 | 0 | | 2446649 | 73735 | None | Common SR 2023-24, Vol-2, Page No-117, Il No.13.4. | Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore. ---- complete as per Specification and as directed by the Engineer in-charge of work | No | 680.21 | 680.21 | 4.0 | False | None | None | False | None | False | 2720.84 | 0 | | 2446650 | 73735 | None | Common SR 2023-24, Vol-2, Page No-117, It. No.13.4 | Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 32 mm nominal bore. ---- complete as per Specification and as directed by the Engineer in-charge of work | No | 740.92 | 740.92 | 4.0 | False | None | None | False | None | False | 2963.68 | 0 | | 2446651 | 73735 | None | CSR 2023-24 Vol-2 P.No. 124, I.No.13.44 | Providing and fixing trap of self cleansing desig with screw down or hinged grating with or without vent arm complete, including cost of cutting and making good the wall and floors: *100mm inlet and 75 mm outlet *Sand cast iron S&S as per IS-3989. ---- complete as per Specification and as directed by the Engineer in-charge of work | No | 1647.87 | 1647.87 | 10.0 | False | None | None | False | None | False | 16478.7 | 0 | | 2446652 | 73735 | None | CSR 2023-24 Vol-5 P.No. 191, I.No.16.9 | Constructing brick masonry chamber of internal dimension 600x600mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover, ---- complete as per Specification and as directed by the Engineer in-charge of work | Each | 6757.51 | 6757.51 | 56.0 | False | None | None | False | None | False | 378420.56 | 0 | | 2446653 | 73735 | None | CSR 2023-24 Vol-2 P.No. 124, I.No.13.39 | Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 150 x 100 mm size P type With Non Modular common burnt clay bricks of designation 3.5 & with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: ---- complete as per Specification and as directed by the Engineer in-charge of work | Each | 3197.86 | 3197.86 | 13.0 | False | None | None | False | None | False | 41572.18 | 0 | | 2446654 | 73735 | None | CSR 2023-24 Vol-5 P.No. 191-192, I.No.16.15.3 | Providing and constructing "WIRE CUT BRICK MACHINEHOLE CHAMBERS" using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm. ---- complete as per Specification and as directed by the Engineer in-charge of work | Each | 38867.43 | 38867.43 | 2.0 | False | None | None | False | None | False | 77734.86 | 0 | | 2446655 | 73735 | None | CSR 2023-24 Vol-5 P.No. 196, I.No.16.23.1 | Providing and fixing SFRC frame and cover conforming to IS 12592 (part-I)-1988 and IS 12592 (part-II)- 1991 with latest amendment, including cutting slabs to the required size for the opening and fixing the cover in C.C. 1:2:4 and C.M. 1:3 plastering 20 mm thick to all exposed faces, curing for 10 days with all lead and lift with appurtenances. complete. ---- complete as per Specification and as directed by the Engineer in-charge of work | Set | 2371.45 | 2371.45 | 88.0 | False | None | None | False | None | False | 208687.6 | 0 | | 2446656 | 73735 | None | CSR 2023-24 Vol-2 P.No. 123, I.No.13.34 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow
pipes but without fittings and the base support for tank. ---- complete as per Specification and as directed by the Engineer in-charge of work | Ltr | 11.15 | 11.15 | 4000.0 | False | None | None | False | None | False | 44600.0 | 0 |
| | 1707134574000 | 0 | None | None | Buildings | Providing Water Supply Work,Renovation of Drainage Pipe line,Septic Tank,Basic Amennities & Upgradation of Community Health Centre in Kalagi Tq. in Kalaburagi District.(ELECTRICAL WORKS) | 341623.05 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2446657 | 73736 | None | CSR 2023-24 V-6( PWD Ele Part-III) P.No.5 It.No2.2 | Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet.
.A) Short point up to 3Mtr from tapping point to out let via switch. ---- complete as per Specification and as directed by the Engineer in-charge of work | Point | 333.29 | 333.29 | 10.0 | False | None | None | False | None | False | 3332.9 | 0 | | 2446658 | 73736 | None | P.No. 5 It.No. 2.2.2 | Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet.
B) Medium point above 3Mtr up to 6Mtr from tapping point to out let via switch ---- complete as per Specification and as directed by the Engineer in-charge of work | Point | 469.58 | 469.58 | 8.0 | False | None | None | False | None | False | 3756.64 | 0 | | 2446659 | 73736 | None | CSR 2023-24 Vol-6 P.No.8 It.No3.4 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall.A) 1-2Way ---- complete as per Specification and as directed by the Engineer in-charge of work | Each | 170.98 | 170.98 | 6.0 | False | None | None | False | None | False | 1025.88 | 0 | | 2446660 | 73736 | None | CSR 2023-24 Vol-6 P.No. 8 It.No 3.4 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall. B. 4-5 Way ---- complete as per Specification and as directed by the Engineer in-charge of work | Each | 323.38 | 323.38 | 2.0 | False | None | None | False | None | False | 646.76 | 0 | | 2446661 | 73736 | None | CSR 2023-24 Vol-6 P.No. 8 It.No 3.4 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall C.8 way ---- complete as per Specification and as directed by the Engineer in-charge of work | Each | 323.38 | 323.38 | 2.0 | False | None | None | False | None | False | 646.76 | 0 | | 2446662 | 73736 | None | CSR 2023-24 Vol-6 P.No. 8 It.No 3.4 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall ---- complete as per Specification and as directed by the Engineer in-charge of work | Each | 395.24 | 395.24 | 2.0 | False | None | None | False | None | False | 790.48 | 0 | | 2446663 | 73736 | None | CSR 2023-24 Vol-6 P.No. 8 It.No. 3.5 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box ---- complete as per Specification and as directed by the Engineer in-charge of work | Each | 199.48 | 199.48 | 8.0 | False | None | None | False | None | False | 1595.84 | 0 | | 2446664 | 73736 | None | CSR 2023-24 Vol-6 P.No. 8 It.No. 3.5 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. ---- complete as per Specification and as directed by the Engineer in-charge of work | Each | 216.83 | 216.83 | 2.0 | False | None | None | False | None | False | 433.66 | 0 | | 2446665 | 73736 | None | R 2023-24 Vol-6 P.No. 8 It.No. 3.5 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. ---- complete as per Specification and as directed by the Engineer in-charge of work | Each | 289.93 | 289.93 | 2.0 | False | None | None | False | None | False | 579.86 | 0 | | 2446666 | 73736 | None | CSR 2023-24 Vol-6 P.No.9 It.No. 3.6 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293 . ---- complete as per Specification and as directed by the Engineer in-charge of work | Each | 126.38 | 126.38 | 25.0 | False | None | None | False | None | False | 3159.5 | 0 | | 2446667 | 73736 | None | CSR 2023-24 Vol-6 P.No.9 It.No. 3.6 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293
B)6Amps 3way socket ---- complete as per Specification and as directed by the Engineer in-charge of work | Each | 211.87 | 211.87 | 25.0 | False | None | None | False | None | False | 5296.75 | 0 | | 2446668 | 73736 | None | CSR 2023-24 Vol-6 P.No.9 It.No. 3.6 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293
C)Stepped Fan Regulator. ---- complete as per Specification and as directed by the Engineer in-charge of work | Each | 442.32 | 442.32 | 4.0 | False | None | None | False | None | False | 1769.28 | 0 | | 2446669 | 73736 | None | CSR 2023-24 Vol-6 P.No.9 It.No. 3.6 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293
D)16Amps one way switch ---- complete as per Specification and as directed by the Engineer in-charge of work | Each | 223.02 | 223.02 | 3.0 | False | None | None | False | None | False | 669.06 | 0 | | 2446670 | 73736 | None | CSR 2023-24 Vol-6 P.No.9 It.No3.5 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293
E)32Amps DP switch ---- complete as per Specification and as directed by the Engineer in-charge of work | Each | 403.91 | 403.91 | 4.0 | False | None | None | False | None | False | 1615.64 | 0 | | 2446671 | 73736 | None | CSR 2023-24 Vol-6 P.No.9 It.No 3.6 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293
F)6/16A Universal Socket ---- complete as per Specification and as directed by the Engineer in-charge of work | Each | 292.4 | 292.4 | 6.0 | False | None | None | False | None | False | 1754.4 | 0 | | 2446672 | 73736 | None | CSR 2023-24 Vol-6 P.No.9 It.No 3.6 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293
G)Supplying And Fixing Metal Fan Box with Round Hook ---- complete as per Specification and as directed by the Engineer in-charge of work | Each | 144.96 | 144.96 | 6.0 | False | None | None | False | None | False | 869.76 | 0 | | 2446673 | 73736 | None | CSR 2023-24 Vol-6 P.No.2 It.No. 1.2 | Supplying heavy gauge PVC conduit pipe …….dia . mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures. run with 18SWG GI fish wire wherever necessary(2/2) . ---- complete as per Specification and as directed by the Engineer in-charge of work | m | 81.77 | 81.77 | 60.0 | False | None | None | False | None | False | 4906.2 | 0 | | 2446674 | 73736 | None | CSR 2023-24 Vol-6 P.No.2 It.No. 1.2 | Supplying heavy gauge PVC conduit pipe …….dia . mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures. run with 18SWG GI fish wire wherever necessary(2/2)
B)25mm dia 2mm thick ---- complete as per Specification and as directed by the Engineer in-charge of work | m | 96.64 | 96.64 | 30.0 | False | None | None | False | None | False | 2899.2 | 0 | | 2446675 | 73736 | None | CSR 2023-24 Vol-6 P.No.2 It.No. 1.2 | Supplying heavy gauge PVC conduit pipe …….dia . mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures. run with 18SWG GI fish wire wherever necessary(2/2) ---- complete as per Specification and as directed by the Engineer in-charge of work | m | 127.62 | 127.62 | 25.0 | False | None | None | False | None | False | 3190.5 | 0 | | 2446676 | 73736 | None | CSR 2023-24 Vol-6 P.No.2 It.No. 1.3 | Supplying heavy gauge PVC conduit pipe …….dia . mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes adhesive paste etc., by groove cutting in wall and fixing by bracing U or J hooks and cement plastering up to the surface of the brick level and run with 18 SWG GI fish wire run through out the conduit wherever necessary. .
A)19/20mm dia 2mm thick ---- complete as per Specification and as directed by the Engineer in-charge of work | m | 84.25 | 84.25 | 50.0 | False | None | None | False | None | False | 4212.5 | 0 | | 2446677 | 73736 | None | CSR 2023-24 Vol-6 P.No.2 It.No. 1.3 | Supplying heavy gauge PVC conduit pipe …….dia . mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes adhesive paste etc., by groove cutting in wall and fixing by bracing U or J hooks and cement plastering up to the surface of the brick level and run with 18 SWG GI fish wire run through out the conduit wherever necessary.
B)25mm dia 2mm thick ---- complete as per Specification and as directed by the Engineer in-charge of work | m | 97.88 | 97.88 | 25.0 | False | None | None | False | None | False | 2447.0 | 0 | | 2446678 | 73736 | None | CSR 2023-24 Vol-6 P.No.2 It.No. 1.3 | Supplying heavy gauge PVC conduit pipe …….dia . mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes adhesive paste etc., by groove cutting in wall and fixing by bracing U or J hooks and cement plastering up to the surface of the brick level and run with 18 SWG GI fish wire run through out the conduit wherever necessary.
C)32mm dia 2.5mm thick ---- complete as per Specification and as directed by the Engineer in-charge of work | m | 127.62 | 127.62 | 20.0 | False | None | None | False | None | False | 2552.4 | 0 | | 2446679 | 73736 | None | CSR 2023-24 Vol-6 P.No.5 It.No. 2.3 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments. . ---- complete as per Specification and as directed by the Engineer in-charge of work | m | 23.54 | 23.54 | 40.0 | False | None | None | False | None | False | 941.6 | 0 | | 2446680 | 73736 | None | CSR 2023-24 Vol-6 P.No.5 It.No. 2.3 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments.
B)2.5 sqmm ---- complete as per Specification and as directed by the Engineer in-charge of work | m | 52.04 | 52.04 | 20.0 | False | None | None | False | None | False | 1040.8 | 0 | | 2446681 | 73736 | None | CSR 2023-24 Vol-6 P.No.5 It.No. 2.3 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendmentsC)4 sqmm ---- complete as per Specification and as directed by the Engineer in-charge of work | m | 78.06 | 78.06 | 10.0 | False | None | None | False | None | False | 780.6 | 0 | | 2446682 | 73736 | None | CSR 2023-24 Vol-6 P.No.5 It.No. 2.3 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments
D)6 sqmm ---- complete as per Specification and as directed by the Engineer in-charge of work | m | 113.99 | 113.99 | 10.0 | False | None | None | False | None | False | 1139.9 | 0 | | 2446683 | 73736 | None | CSR 2023-24 Vol-6 P.No.18 It.No.5.19.11 | Supplying and fixing regular MCB distribution boards on wall/ wood board I flush mounting using required clamps,i bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase I 3 phase I single door with powder coated painting. Made out of 14 SWG MS enclosure III - Double Door . ---- complete as per Specification and as directed by the Engineer in-charge of work | Each | 5003.08 | 5003.08 | 1.0 | False | None | None | False | None | False | 5003.08 | 0 | | 2446684 | 73736 | None | CSR 2023-24 Vol-6 P.No.18 It.No.5.18 | Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. ---- complete as per Specification and as directed by the Engineer in-charge of work | Each | 514.19 | 514.19 | 8.0 | False | None | None | False | None | False | 4113.52 | 0 | | 2446685 | 73736 | None | CSR 2023-24 Vol-6P.No.43 | Supply of round/square recess/surface mounted rolling type LED Down light with .W GU 10 LED Lamp Rib Fabricated from Die cast aluminium with white powder coated prewired to mains connector & has swiveling unit of aluminium die cast eye ball & LED Lamp position retained by circular wire spring, with Life of 25000 burning hours & 70 lumen maintenance with CRI 80. Power Input: 220-240V 50/60Hz & Power factor 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. It.No.11.5.2 Rs. 885.00/Each.LED square or round down light 10-12W
---- complete as per Specification and as directed by the Engineer in-charge of work | Each | 1096.52 | 1096.52 | 4.0 | False | None | None | False | None | False | 4386.08 | 0 | | 2446686 | 73736 | None | CSR 2023-24 Vol-6 P.No.47 It.No.11.11.3 | Supplying & fixing of retrofit type - LED bulb.W with OPAL acrylic diffuser comprising of LED source with CCT 6500 degree K, CRI 70. efficacy 80 lumen per watt, life 25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 & LM 80. The LED are driven by HF electronic driver integrated in the system, with PF 0.95, power loss should 5 of lamp wattage., short circuit & open circuit protection to be integrated in the circuit, THD less than 20, Life as per LM 79. The operating input voltage should be between 130 to 275 volts. BIS Approved and Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition. 7W ,6500K ---- complete as per Specification and as directed by the Engineer in-charge of work | Each | 184.61 | 184.61 | 4.0 | False | None | None | False | None | False | 738.44 | 0 | | 2446687 | 73736 | None | CSR 2023-24 Vol-6 P.No.52 It.No.12.46 | Supplying & fixing of 70-150 W lamp holder 2 pin. ---- complete as per Specification and as directed by the Engineer in-charge of work | Each | 78.06 | 78.06 | 4.0 | False | None | None | False | None | False | 312.24 | 0 | | 2446688 | 73736 | None | Vol-6,Part-3,Page-21,5.47. | Supplying and fixing Microprocessor based Electronic timer (without contactor,Din Mounting using necessary bolts, nuts and washers etc.,.) Vol-6/Part-3/Page-21/5.47. ---- complete as per Specification and as directed by the Engineer in-charge of work | Each | 2868.29 | 2868.29 | 1.0 | False | None | None | False | None | False | 2868.29 | 0 | | 2446689 | 73736 | None | Vol-6,Part-3,Page-15,5.13.1 | Supply and fixing of 4 pole power contactor with NO/NC contacts on existing wood/panel board using necessary bolts, nuts, washers and wiring etc., complete with AC-3 Rating and as per IS-13947. 25 Amps. ---- complete as per Specification and as directed by the Engineer in-charge of work | Each | 1598.31 | 1598.31 | 1.0 | False | None | None | False | None | False | 1598.31 | 0 | | 2446690 | 73736 | None | Vol-6,Part-3,Page-20,5.43.1. | Supply and Installation / Fixing / Provision of Pole box with HRC Fuse / MCB provision and suitable connector / terminal for 3 Ph / 1 Ph connections with Loop-In & Loop-Out terminals for 10 Sqmm / 25 Sqmm 3.5 C Al/Ar / Cu/Ar Cable and branch out 2.5 Sqmm 2 core Al/Cu PVC Insulated cable, enclosed in a Thermoplastic, Polystyrene enclosure, which should be shock proof, safe, IP65(Weather Proof), rust proof, dust proof, water proof having Internally Embedded Gasket with provision for cable entry through IP65 Thermoplastic, polyamide glands and/or grommets.200x200x98mm. ---- complete as per Specification and as directed by the Engineer in-charge of work | Each | 2849.7 | 2849.7 | 1.0 | False | None | None | False | None | False | 2849.7 | 0 | | 2446691 | 73736 | None | Vol-6,Part-3,Page-5,2.3.4. | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments. 4 sq mm Make - Group "A" materials and as per the directions of Engineer in charge of the work. ---- complete as per Specification and as directed by the Engineer in-charge of work | m | 78.06 | 78.06 | 100.0 | False | None | None | False | None | False | 7806.0 | 0 | | 2446692 | 73736 | None | Vol-6,Part-2(Material),Page-13,32.4. | Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness in average +5% and resistivity 14 Ohms/Kms (Max) as per IS-3975. 2 core 16 sq mm. ---- complete as per Specification and as directed by the Engineer in-charge of work | Km | 109549.9 | 109549.9 | 0.16 | False | None | None | False | None | False | 17527.984 | 0 | | 2446693 | 73736 | None | Vol-6,Part-2(Labourl),Page-52,32.5. | Labour charges for laying of 1.1 KV class UG cable when supplied agency stoneware pipe / on wall / on pole as required. In exixting trench/duct. 2.5 sq mm to 25 sq mm. ---- complete as per Specification and as directed by the Engineer in-charge of work | Km | 1470.69 | 1470.69 | 0.16 | False | None | None | False | None | False | 235.3104 | 0 | | 2446694 | 73736 | None | BSR 2022,Page-8,29.02,P-4 | Earth work excavation for cable trench of 0.5 to 0.75 Mtr. Width and Depth upto 1 Mtr including trial pits, depositing on bank upto a lead of 50 Mtr, Supplying and Displaying necessary Danger Boards and Lighting, Using sight Rails and Sign Boards at every 100 Mtr wherever necessary as directed. In Hard Soil. ---- complete as per Specification and as directed by the Engineer in-charge of work | Cum | 481.97 | 481.97 | 72.0 | False | None | None | False | None | False | 34701.84 | 0 | | 2446695 | 73736 | None | Vol-6,Part-3,Page-11,4.2.7 | Fabricating, supplying and erection of 9 m - Top 70 mm and Bottom 155 mm dia ms long hot dip Galvanized Octagonal hot dip Pole with BSEN 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangements,including suitable boards, Bakelite sheet and MCBs as per IS specifications suitable to withstand the wind speed of 47 m/s for .m Pole in single section and single joint welded as per IS 9595/IS10178AWS having dimensions bottom . mm , top. mm with 3 mm thick, suitable base plate and 4Nos of . long J bolts along with template and the Pole shall be hot dip galvanized in single dipping with not less than 65micron as per ASTM-A123 and 153 etc., (excluding foundation) as per drawing appended. ---- complete as per Specification and as directed by the Engineer in-charge of work | Each | 24160.5 | 24160.5 | 1.0 | False | None | None | False | None | False | 24160.5 | 0 | | 2446696 | 73736 | None | Vol-6,Part-3,Page-11,4.6.6 | Supplying, and fixing of Hot dip Galvanized M.S.Bracket suitable to out door luminaries and mounted on Octagonal pole using necessary bolts,nuts etc., complete. Double Arm Bracket with 2000 mm Standard 40/50 mm dia. ---- complete as per Specification and as directed by the Engineer in-charge of work | Each | 4708.2 | 4708.2 | 3.0 | False | None | None | False | None | False | 14124.6 | 0 | | 2446697 | 73736 | None | Vol-6,Part-3,Page-18,5.20.1 | Supplying, fixing and wiring Residual current circuit breaker (RCCB) 240/450V upto 300mA sensitivity on existing wood/ panel board. 16-25 A 2 pole. ---- complete as per Specification and as directed by the Engineer in-charge of work | Each | 5299.2 | 5299.2 | 1.0 | False | None | None | False | None | False | 5299.2 | 0 | | 2446698 | 73736 | None | Vol-6,Part-3,Page-17,5.18.4. | Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 6-32 A DP. ---- complete as per Specification and as directed by the Engineer in-charge of work | Each | 915.62 | 915.62 | 1.0 | False | None | None | False | None | False | 915.62 | 0 | | 2446699 | 73736 | None | Vol-6,Part-3,Page-46,11.19.6. | Supply of LED Floodlight 200 Wluminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate/clear glass material, delivering superior light output Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, CCT 5500K, IP 66 optical and electrical compartment & impact resistance of complete luminaire IK08. Power Factor 0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mounting with outer dia of 40 mm to 50 mm. Universal Voltage driver to operate wide voltage range from 100 V to 270V 50/60Hz application. Compliance to IS 10322/ IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with . W System Power consumption. LED Efficiency 1301m/w, nominal CRI 75. Luminaire manufacturer should have in- house facility accredited by NABL / CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008. Housing with supplier word mark / name shall be Engraved / Embossing on the die cast housing / Body part Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/ Lumileds/Osram make LED Source. LED Floodlight 200 W. ---- complete as per Specification and as directed by the Engineer in-charge of work | Each | 23021.86 | 23021.86 | 6.0 | False | None | None | False | None | False | 138131.16 | 0 | | 2446700 | 73736 | None | Vol-6,Part-3,Page-56,13.5 | Fixing halogen/metal halide /SVL/IL/LED floodlight fitting over existing pole / wall ceiling including clamps, bolts, nuts and wiring using suitable capacity wires. ---- complete as per Specification and as directed by the Engineer in-charge of work | Each | 200.72 | 200.72 | 4.0 | False | None | None | False | None | False | 802.88 | 0 | | 2446701 | 73736 | None | Vol-6,Part-3,Page-20,5.41.1 | Supplying and fixing angle iron frame work fabricated out of M.S. angle iron. and M.S. Flat.with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. 40 x 40 x 6 mm. ---- complete as per Specification and as directed by the Engineer in-charge of work | m | 377.9 | 377.9 | 9.0 | False | None | None | False | None | False | 3401.1 | 0 | | 2446702 | 73736 | None | Vol-6,Part-3,Page-20,5.42.2. | Fabricating supplying and mounting MS box made out .SWG suitable for floor /wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete. 16SWG. ---- complete as per Specification and as directed by the Engineer in-charge of work | Sq CM | 0.53 | 0.53 | 30000.0 | False | None | None | False | None | False | 15900.0 | 0 | | 2446703 | 73736 | None | Vol-6,Part-3,Page-54,12.58.3 | Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required. 25x6 mm Copper strip. ---- complete as per Specification and as directed by the Engineer in-charge of work | m | 158.59 | 158.59 | 2.0 | False | None | None | False | None | False | 317.18 | 0 | | 2446704 | 73736 | None | Vol-6,Part-3,Page-54,12.56. | Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40mm dia 2.90mm thick GI pipe 2.5 mtr long buried in a pit … The pit should be filled with equal proportion of salt and charcoal 150mm all-round the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per ISI specification 7.3.3. of IS 732 using 12mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 12 mm dia. ---- complete as per Specification and as directed by the Engineer in-charge of work | No | 4348.89 | 4348.89 | 1.0 | False | None | None | False | None | False | 4348.89 | 0 | | 2446705 | 73736 | None | Vol-6,Part-3,Page-3,1.9.2 | Supplying PVC/GI flexible conduit pipe . mm dia fixing on surface over inverted tapered wooden plugs or phill plugs or rawl plugs and clamped using heavy gauge saddles at an interval of 300 mm using NF screws and on either end of the pipe terminated completely. 25 mm. ---- complete as per Specification and as directed by the Engineer in-charge of work | No | 27.26 | 27.26 | 1.0 | False | None | None | False | None | False | 27.26 | 0 |
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