| 1707913139000 | 0 | None | None | Buildings | Construction of parking shed for SWM vehicles at W.No 26 Gokak CMC. | 2740225.99 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2591961 | 80648 | None | code01 | 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. (PWD SR Vol-1 2023-24; P.No. 8; Serial NO. 1.14) | Cum | 107.1 | 107.1 | 34.03 | False | None | None | False | None | False | 3644.613 | 0 | | 2591962 | 80648 | None | code02 | 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. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates (PWD SR Vol-1 2023-24; P.No. 15; Serial NO. 2.1.4) | Cum | 5947.2 | 5947.2 | 2.0 | False | None | None | False | None | False | 11894.4 | 0 | | 2591963 | 80648 | None | code03 | 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. (PWD SR Vol-1 2023-24; P.No. 15; Serial NO. 2.2.1) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates - Footings & Raft | Cum | 6799.39 | 6799.39 | 55.77 | False | None | None | False | None | False | 379201.9803 | 0 | | 2591964 | 80648 | None | code04 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (PWD SR Vol-1 2023-24; P.No. 16; Serial NO. 2.4.2) Add. Percentage on finished rate of concrete per m3 for Foundation Works as per Addendum 1 Column | Cum | 6838.32 | 6838.32 | 0.8 | False | None | None | False | None | False | 5470.656 | 0 | | 2591965 | 80648 | None | code05 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (PWD SR Vol-1 2023-24; P.No. 16; Serial NO. 2.4.2) Add. Percentage on finished rate of concrete per m3 for Plinth Beam as per Addendum 1 Beam | Cum | 9958.73 | 9958.73 | 10.77 | False | None | None | False | None | False | 107255.5221 | 0 | | 2591966 | 80648 | None | code06 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications (PWD SR Vol-1 2023-24; P.No. 16; Serial NO. 2.5.2) | Cum | 11834.55 | 11834.55 | 1.32 | False | None | None | False | None | False | 15621.606 | 0 | | 2591967 | 80648 | None | code07 | 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. (PWD SR Vol-1 2023-24; P.No. 18; Serial NO. 2.11 h) | MT | 82961.55 | 82961.55 | 3.94 | False | None | None | False | None | False | 326868.507 | 0 | | 2591968 | 80648 | None | code08 | 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 1:4 (1 cement : 4 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. (PWD SR Vol-2 2023-24; P.No. 13; Serial NO. 6.7) | Cum | 8621.55 | 8621.55 | 13.38 | False | None | None | False | None | False | 115356.339 | 0 | | 2591969 | 80648 | None | code09 | Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 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 specifications and as per directions of Engineer-in-charge. (PWD SR Vol-02, 2023-24, Item no. 8.4.1, Page No.41) | Sqm | 339.15 | 339.15 | 126.0 | False | None | None | False | None | False | 42732.9 | 0 | | 2591970 | 80648 | None | code10 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 L/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. (The gloss should be 50% @ 60 degree angle with 10 years life) (PWD SR Vol-02, 2023-24, Item no. 8.33.1, Page No.46) | Sqm | 165.9 | 165.9 | 126.0 | False | None | None | False | None | False | 20903.4 | 0 | | 2591971 | 80648 | None | code11 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (PWD SR Vol-1 2023-24; P.No. 16; Serial NO 2.5.1 ) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates - Coping for Wall | Cum | 6961.5 | 6961.5 | 0.75 | False | None | None | False | None | False | 5221.125 | 0 | | 2591972 | 80648 | None | code12 | Fencing with G.I. barbed wire Angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used.(PWD SR Vol-02, 2023-24, Item no. 11.57, Page No.95) | Mtr | 18.0 | 18.0 | 180.0 | False | None | None | False | None | False | 3240.0 | 0 | | 2591973 | 80648 | None | code13 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.(PWD SR Vol-02, 2023-24, Item no. 11.57.2, Page No.95) 65mmx65mmx6mm (5.8 Kg/m) | Kg | 118.65 | 118.65 | 97.44 | False | None | None | False | None | False | 11561.256 | 0 | | 2591974 | 80648 | None | code14 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/10 m² of approved brand and manufacture 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.(PWD SR Vol-02, 2023-24, Item no. 8.33.3, Page No.47) | Sqm | 145.95 | 145.95 | 0.66 | False | None | None | False | None | False | 96.327 | 0 | | 2591975 | 80648 | None | code15 | Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. | Kg | 154.35 | 154.35 | 5388.12 | False | None | None | False | None | False | 831656.322 | 0 | | 2591976 | 80648 | None | code16 | 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. (PWD SR Vol-02, 2023-24, Item no. 7.38, Page No.26) | Sqm | 596.4 | 596.4 | 312.75 | False | None | None | False | None | False | 186524.1 | 0 | | 2591977 | 80648 | None | code17 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, 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 using self drilling/ self tapping screws complete : Ridges plain (500 - 600mm) (PWD SR Vol-02, 2023-24, Item no. 7.39.1, Page No.26) | Mtr | 473.55 | 473.55 | 45.0 | False | None | None | False | None | False | 21309.75 | 0 | | 2591978 | 80648 | None | code18 | Finishing with Epoxy paint (two coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work 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 Enginer-in-charge. (PWD SR Vol-02, 2023-24, Item no. 8.36.1, Page No.47) | Sqm | 184.8 | 184.8 | 508.34 | False | None | None | False | None | False | 93941.232 | 0 | | 2591979 | 80648 | None | code19 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipment’s etc., complete. as per the directions of the Engineer-in-charge of the work. [SR 2023-24 Vol-3 P.No:149 Sl.No:16.27] | Cum | 6692.7 | 6692.7 | 34.13 | False | None | None | False | None | False | 228421.851 | 0 | | 2591980 | 80648 | None | code20 | 11kV Class 3CX95 Sq.mm XLPE UG Cable 2Runs | Kms | 889666.0 | 889666.0 | 0.04 | False | None | None | False | None | False | 35586.64 | 0 | | 2591981 | 80648 | None | code21 | Cable termination kit Out door HS Type for 95 Sq.mm | Per Kit | 4077.0 | 4077.0 | 2.0 | False | None | None | False | None | False | 8154.0 | 0 | | 2591982 | 80648 | None | code22 | Cable termination kit In door HS Type for 95 Sq.mm | Per Kit | 3744.0 | 3744.0 | 2.0 | False | None | None | False | None | False | 7488.0 | 0 | | 2591983 | 80648 | None | code23 | Straight through Jointing Kit suitable for 95sqmm XLPE UG Cable | Per Kit | 10246.0 | 10246.0 | 2.0 | False | None | None | False | None | False | 20492.0 | 0 | | 2591984 | 80648 | None | code24 | Cable covering tiles 250X125X40 mm | No | 10.25 | 10.25 | 160.0 | False | None | None | False | None | False | 1640.0 | 0 | | 2591985 | 80648 | None | code25 | Sand | Cum | 1965.0 | 1965.0 | 2.4 | False | None | None | False | None | False | 4716.0 | 0 | | 2591986 | 80648 | None | code26 | GI Pipe, 100 mm dia | Mtr | 1350.0 | 1350.0 | 40.0 | False | None | None | False | None | False | 54000.0 | 0 | | 2591987 | 80648 | None | code27 | Route and joint indicating stones | No | 133.0 | 133.0 | 2.0 | False | None | None | False | None | False | 266.0 | 0 | | 2591988 | 80648 | None | code28 | Cable trench excavation, Ordinary soil | Cum | 536.0 | 536.0 | 15.0 | False | None | None | False | None | False | 8040.0 | 0 | | 2591989 | 80648 | None | code29 | Laying of cable in trench | Km | 61322.0 | 61322.0 | 0.04 | False | None | None | False | None | False | 2452.88 | 0 | | 2591990 | 80648 | None | code30 | Refilling and consolidation | Cum | 160.0 | 160.0 | 15.0 | False | None | None | False | None | False | 2400.0 | 0 | | 2591991 | 80648 | None | code31 | Making of cable terminations | No | 2658.0 | 2658.0 | 4.0 | False | None | None | False | None | False | 10632.0 | 0 | | 2591992 | 80648 | None | code32 | Making of straight through joints - 95Sqmm XLPE UG Cable | No | 2848.0 | 2848.0 | 2.0 | False | None | None | False | None | False | 5696.0 | 0 | | 2591993 | 80648 | None | code33 | Covering the cable with tiles | Km | 4367.0 | 4367.0 | 0.04 | False | None | None | False | None | False | 174.68 | 0 | | 2591994 | 80648 | None | code34 | Spreading and forming with Sand round the cable | Km | 14810.0 | 14810.0 | 0.04 | False | None | None | False | None | False | 592.4 | 0 | | 2591995 | 80648 | None | code35 | Laying of GI Pipe | Mtr | 93.0 | 93.0 | 40.0 | False | None | None | False | None | False | 3720.0 | 0 | | 2591996 | 80648 | None | code36 | Laying of Route and Joint stones | No | 116.0 | 116.0 | 2.0 | False | None | None | False | None | False | 232.0 | 0 | | 2591997 | 80648 | None | code37 | Pre - Stressed Tubular Spun Pole 11 Mtr Long - 500Kg
WL (Dwg No. BESCOM/GM/QS&S/45 Dtd 24.11.2018)
as per IS-13158:1991 | Set | 20246.0 | 20246.0 | 1.0 | False | None | None | False | None | False | 20246.0 | 0 | | 2591998 | 80648 | None | code38 | Single Pole Mounted Transformer Kit for
erection of Transformers on 11 Mtr Spun
Poles as per IS-1977Single H Frame without Transformer Seating and
Seating angle support X arm for 11 mtr Spun Pole for
100KVA/63KVA (UG Line) - MS | No | 31899.0 | 31899.0 | 1.0 | False | None | None | False | None | False | 31899.0 | 0 | | 2591999 | 80648 | None | code39 | 11KV Horizontal 'X' arm with HTS, clamps B&N, complete | Set | 532.0 | 532.0 | 1.0 | False | None | None | False | None | False | 532.0 | 0 | | 2592000 | 80648 | None | code40 | HT Single Top Support with bolts nuts & Washers | No | 203.0 | 203.0 | 1.0 | False | None | None | False | None | False | 203.0 | 0 | | 2592001 | 80648 | None | code41 | Rabbit ACSR Conductor with 1.5% sag | Km | 50595.0 | 50595.0 | 0.3 | False | None | None | False | None | False | 15178.5 | 0 | | 2592002 | 80648 | None | code42 | 11KV Polymer Pin Insulator | No | 205.0 | 205.0 | 3.0 | False | None | None | False | None | False | 615.0 | 0 | | 2592003 | 80648 | None | code43 | Earthing Materials | No | 2678.0 | 2678.0 | 5.0 | False | None | None | False | None | False | 13390.0 | 0 | | 2592004 | 80648 | None | code44 | AntiClimbing Devices | Kg | 131.0 | 131.0 | 1.0 | False | None | None | False | None | False | 131.0 | 0 | | 2592005 | 80648 | None | code45 | Lightening Arrestor | Set | 1039.0 | 1039.0 | 1.0 | False | None | None | False | None | False | 1039.0 | 0 | | 2592006 | 80648 | None | code46 | LT Distribution Box with MCCB | Set | 23199.0 | 23199.0 | 1.0 | False | None | None | False | None | False | 23199.0 | 0 | | 2592007 | 80648 | None | code47 | LT Wiring KIT for 100/63KVA DTC | Set | 4995.5 | 4995.5 | 2.0 | False | None | None | False | None | False | 9991.0 | 0 | | 2592008 | 80648 | None | code48 | HG Fuse for 63/100KVA DTC | Set | 1306.0 | 1306.0 | 1.0 | False | None | None | False | None | False | 1306.0 | 0 | | 2592009 | 80648 | None | code49 | GOS 200Amps Single break | Set | 10554.0 | 10554.0 | 3.0 | False | None | None | False | None | False | 31662.0 | 0 | | 2592010 | 80648 | None | code50 | LT Metering box with CTs and necessary wiring for housing ETV Meter | No | 7727.0 | 7727.0 | 1.0 | False | None | None | False | None | False | 7727.0 | 0 | | 2592011 | 80648 | None | code51 | LT Electronic Tri-Vector Meter 5A, Class-
0.5/1.0 accuracy | No | 5903.0 | 5903.0 | 1.0 | False | None | None | False | None | False | 5903.0 | 0 |
|