| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1710512000000 | 0 | None | None | Roads | Construction of New Road From National Highway (NH4) To Law College Joining road Km 0.00 to 0.65 In Haveri Taluka Of Haveri District-Road Work | 22067706.13 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3099399 | 106600 | None | Vol-1 8 1.12 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work.
| Cum | 95.0 | 95.0 | 3973.26 | False | None | None | False | None | False | 377459.7 | 0 | | 3099400 | 106600 | None | 3.7, Vol-3 17 | Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.
| Cum | 105.0 | 105.0 | 2528.81 | False | None | None | False | None | False | 265525.05 | 0 | | 3099401 | 106600 | None | 1.8, Vol-1 7 | 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 appurtenances required to complete the work If the height of embankment construction is more than 1.50 m add 5 per m | Cum | 474.0 | 474.0 | 4343.14 | False | None | None | False | None | False | 2058648.36 | 0 | | 3099402 | 106600 | None | 1.7,Vol-1 7 | Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3)
| Cum | 119.0 | 119.0 | 2781.28 | False | None | None | False | None | False | 330972.32 | 0 | | 3099403 | 106600 | None | 3.6, Vol-3 17 | Construction of Subgrade and Earthen Shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
| Cum | 493.0 | 493.0 | 5333.87 | False | None | None | False | None | False | 2629597.91 | 0 | | 3099404 | 106600 | None | 4.2(V), Vol-3 23 | Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (v)For Grading -V Material (P.No: 19, I.No: 4.2(V))
| Cum | 2359.0 | 2359.0 | 1457.81 | False | None | None | False | None | False | 3438973.79 | 0 | | 3099405 | 106600 | None | 4.17, Vol-3 26 | A Wet Mix Macadam (Plant mix method)
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
| Cum | 2559.0 | 2559.0 | 2004.69 | False | None | None | False | None | False | 5130001.71 | 0 | | 3099406 | 106600 | None | 5.1, Vol-3 31 | Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means.
| Sqm | 41.0 | 41.0 | 8018.75 | False | None | None | False | None | False | 328768.75 | 0 | | 3099407 | 106600 | None | 5.40.(ii),Vol-3 31 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom
| Sqm | 14.0 | 14.0 | 8018.75 | False | None | None | False | None | False | 112262.5 | 0 | | 3099408 | 106600 | None | 5.16 C, Vol-3 36 | Bituminous Macadam Grading - II for traffic 20 MSA C) Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction | Cum | 10954.0 | 10954.0 | 400.94 | False | None | None | False | None | False | 4391896.76 | 0 | | 3099409 | 106600 | None | 5.31 VOL-3 43 | Semi Dense Bituminous Concrete Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision.
| Cum | 10152.0 | 10152.0 | 240.56 | False | None | None | False | None | False | 2442165.12 | 0 | | 3099410 | 106600 | None | 8.8, Vol-3 65 | Direction and Place Identification Signs with size more than 0.9 m2 size Board. Providing and erecting direction and place identification retro reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing
| Sqm | 9702.0 | 9702.0 | 1.08 | False | None | None | False | None | False | 10478.16 | 0 | | 3099411 | 106600 | None | 8.15, Vol-3 67 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes
| Sqm | 530.0 | 530.0 | 269.2 | False | None | None | False | None | False | 142676.0 | 0 | | 3099412 | 106600 | None | 8.43 Vol-3 74 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance
to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the
base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. | No | 365.0 | 365.0 | 400.0 | False | None | None | False | None | False | 146000.0 | 0 | | 3099413 | 106600 | None | 8.13(i) Vol-3 66 | Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164:2015 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control
| Sqm | 203.0 | 203.0 | 150.0 | False | None | None | False | None | False | 30450.0 | 0 | | 3099414 | 106600 | None | 63 8.1 A Vol-3 | Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409-PCC M15 grade for kerb base | m | 239.0 | 239.0 | 970.0 | False | None | None | False | None | False | 231830.0 | 0 |
| | 1710512001000 | 0 | None | None | Roads | Construction of New Road From National Highway (NH4) To Law College Joining road Km 0.00 to 0.65 In Haveri Taluka Of Haveri District-Pipe Culvert at km 0.00 | 2301456.47 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3099415 | 106601 | None | P.No.8, I.No.1.14.1,Vol-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 In all kinds of soils Depth upto 3 m
| Cum | 102.0 | 102.0 | 38.56 | False | None | None | False | None | False | 3933.12 | 0 | | 3099416 | 106601 | None | P.No.7, I.No.1.8,Vol-1 | 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 If the height of embankment construction is more than 1.50 m add 5 per m for every 1.50 m height or part there off Deduct 5 per m if rollers are not used and tamping is done manually Add 8 per m for works under foul & sullage situation
| Cum | 474.0 | 474.0 | 1017.81 | False | None | None | False | None | False | 482441.94 | 0 | | 3099417 | 106601 | None | P.No. 15, I.No.2.1.3,Vol-1 | Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5989.0 | 5989.0 | 6.81 | False | None | None | False | None | False | 40785.09 | 0 | | 3099418 | 106601 | None | P.No. 15, I.No.2.2.1.1,Vol-1 | Providing and laying in position Reinforced 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, includingall 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
| Cum | 6287.0 | 6287.0 | 44.18 | False | None | None | False | None | False | 277759.66 | 0 | | 3099419 | 106601 | None | P.No. 111, ADDENDUM - I Sl.No:8,Vol-1 | Additionalities for Form Work and Centring, & Scaffolding charges for CD'S Head Wall
| Cum | 502.96 | 502.96 | 44.18 | False | None | None | False | None | False | 22220.7728 | 0 | | 3099420 | 106601 | None | P.No. 146, Vol-3, I.No.16.16 A | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1101.6. a.1200 mm dia
| Mtr | 16992.0 | 16992.0 | 80.0 | False | None | None | False | None | False | 1359360.0 | 0 | | 3099421 | 106601 | None | P.No. 18, I.No.2.11,Vol-1 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials ,machinery,labour ,cleaning, straightenng, 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.
| Tonne | 86433.0 | 86433.0 | 1.33 | False | None | None | False | None | False | 114955.89 | 0 |
| | 1710512001000 | 1 | None | None | Roads | Construction of New Road From National Highway (NH4) To Law College Joining road Km 0.00 to 0.65 In Haveri Taluka Of Haveri District-Bridge At Km 0.18 | 21447976.48 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3099422 | 106602 | None | VOL 2 10 2.8.A | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead MORTH Specification 202.
(I) Lime /Cement Concrete (ii). By Mechanical means A. Cement Concrete Grade M-15 & M-20
| Cum | 719.0 | 719.0 | 88.32 | False | None | None | False | None | False | 63502.08 | 0 | | 3099423 | 106602 | None | VOL3 10 2.11 A | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead MORTH Specification 202.
| Cum | 180.0 | 180.0 | 45.91 | False | None | None | False | None | False | 8263.8 | 0 | | 3099424 | 106602 | None | VOL 1 8 1.14.1 | Mechanical Means: -In all kinds of soils Depth upto 3m 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
| Cum | 112.2 | 112.2 | 1935.98 | False | None | None | False | None | False | 217216.956 | 0 | | 3099425 | 106602 | None | VOL.1 8 1.14.2 | Mechanical Means: -In all kinds of soils Depth 3m to 6m 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
| Cum | 128.7 | 128.7 | 327.82 | False | None | None | False | None | False | 42190.434 | 0 | | 3099426 | 106602 | None | VOL.1 15 2.1.3 | Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of formwork is included) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates.
| Cum | 6587.9 | 6587.9 | 85.45 | False | None | None | False | None | False | 562936.055 | 0 | | 3099427 | 106602 | None | VOL.1 15 2.2.3 | Providing and laying in position Reinforced 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. (The cost of formwork and steel reinforcement to be paid seperately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.
| Cum | 6969.6 | 6969.6 | 483.71 | False | None | None | False | None | False | 3371265.216 | 0 | | 3099428 | 106602 | None | VOL.1 111 1.b | Formwork, Centering & Scaffloding 3% For Foundation (b) All other types
| Cum | 209.08 | 209.08 | 483.71 | False | None | None | False | None | False | 101134.0868 | 0 | | 3099429 | 106602 | None | VOL.1 16 2.4.3 | Providing and laying in position Reinforced 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 necesary, 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. (The cost of formwork is included) M25 Design Mix Using 20mm nominal size graded crushed coarse aggregates.
| Cum | 6969.6 | 6969.6 | 434.64 | False | None | None | False | None | False | 3029266.944 | 0 | | 3099430 | 106602 | None | VOL.1 111 10 | Formwork, Centering & Scaffloding 10% For Substructure (b) All other types
| Cum | 696.96 | 696.96 | 434.65 | False | None | None | False | None | False | 302933.664 | 0 | | 3099431 | 106602 | None | VOL.1 16 2.5.2 | Providing and laying in position Reinforced 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. (The cost of formwork is included) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.
"
| Cum | 7527.3 | 7527.3 | 301.35 | False | None | None | False | None | False | 2268351.855 | 0 | | 3099432 | 106602 | None | VOL.1 112 1 | Formwork, Centering & Scaffloding 20% For BRIDGE SUPERSTRUCTURES
| Cum | 1505.46 | 1505.46 | 301.35 | False | None | None | False | None | False | 453670.371 | 0 | | 3099433 | 106602 | None | VOL.3 121 13.8 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification MORTH Specification No. 2700
| Cum | 6811.0 | 6811.0 | 37.79 | False | None | None | False | None | False | 257387.69 | 0 | | 3099434 | 106602 | None | VOL.3 122 13.90 | Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant). MORTH Specification No. 1500,1600 1700 & 2704.
| Cum | 11835.0 | 11835.0 | 78.96 | False | None | None | False | None | False | 934491.6 | 0 | | 3099435 | 106602 | None | VOL.3 121 13.2 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) MORTH Specification No. 2702
| Cum | 13971.0 | 13971.0 | 52.08 | False | None | None | False | None | False | 727609.68 | 0 | | 3099436 | 106602 | None | VOL.3 117 12.4 | Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. Reference to MORTH Specification 710.1.4 of IRC:78 and 2200
| Cum | 2677.0 | 2677.0 | 341.14 | False | None | None | False | None | False | 913231.78 | 0 | | 3099437 | 106602 | None | VOL.3 117 12.3 | Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification A. Granular materialc Reference to MORTH Specification No. 710.1.4 of IRC:78 & 2200
| Cum | 1168.0 | 1168.0 | 1834.36 | False | None | None | False | None | False | 2142532.48 | 0 | | 3099438 | 106602 | None | VOL.3 121 13.7 | Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification MORTH Specification No. 2705
| No | 3271.0 | 3271.0 | 8.0 | False | None | None | False | None | False | 26168.0 | 0 | | 3099439 | 106602 | None | VOL.1 18 2.11.C | 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. c.Sub structure of bridges
| Tonne | 86433.0 | 86433.0 | 47.89 | False | None | None | False | None | False | 4139276.37 | 0 | | 3099440 | 106602 | None | VOL.1 18 2.11.d | 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. d.Super structure of bridges
| Tonne | 86658.0 | 86658.0 | 16.59 | False | None | None | False | None | False | 1437656.22 | 0 | | 3099441 | 106602 | None | VOL.3 121 13.5 | Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. MORTH Specification No.2703,1500,1600and 1700.
| m | 2264.0 | 2264.0 | 33.6 | False | None | None | False | None | False | 76070.4 | 0 | | 3099442 | 106602 | None | VOL.3 104 13.13.B | Provision of an Reinforced cement concrete crash barrier at the bridge deck & approaches to bridge structure, constructed withReinforced cement concrete with TMT reinforcement conforming to MORT&H specificatios and as per details given in IRC-5 including dowel bars, 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the and approved drawing and at locations directed by the Engineer, all as specified. Crash Barrier for Bridges (Height 1100 mm) as per details given B.IRC-5 (fig-2) (Area 0.298 m2 for 1 m length)
| Mtr | 4870.0 | 4870.0 | 60.0 | False | None | None | False | None | False | 292200.0 | 0 | | 3099443 | 106602 | None | VOL.3 123 13.15.2 | Filler joint Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification
| m | 137.0 | 137.0 | 193.8 | False | None | None | False | None | False | 26550.6 | 0 | | 3099444 | 106602 | None | VOL.3 123 13.15.3 | Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications
| m | 231.0 | 231.0 | 193.8 | False | None | None | False | None | False | 44767.8 | 0 | | 3099445 | 106602 | None | VOL.3 124 13.15.4 | Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 percent bitumen by weight
| Mtr | 48.0 | 48.0 | 193.8 | False | None | None | False | None | False | 9302.4 | 0 |
| | 1710512001000 | 1 | None | None | Roads | Construction of New Road From National Highway (NH4) To Law College Joining road Km 0.00 to 0.65 In Haveri Taluka Of Haveri District-Electrical Centre Lighting(Street Lights) | 2096575.07 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3099446 | 106603 | None | PWD SR 2023-24 page No:11 Item No: 4.2.7 | Fabricating, supplying and erection of .Mtrs long hot dip Galvanized Octagonal 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/sec for .Mtrs pole in single section and single joint welded as per IS 9595/IS10178AWS having dimensions bottom .mm, top.mm with 3mm 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.9 meters -Top 70mm and bottom 155mm dia.
| Each | 19500.0 | 19500.0 | 24.0 | False | None | None | False | None | False | 468000.0 | 0 | | 3099447 | 106603 | None | PWD SR 2023-24 page No: 8 Item No: 1.14.1 vol-1 | Earth work excavation for foundation structures as per drawing and technical specification, inlcuding setting out, constructionn of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work including all lead, lifts, labour, spreading etc., complete. Up to 3 m
| Cum | 102.0 | 102.0 | 31.212 | False | None | None | False | None | False | 3183.624 | 0 | | 3099448 | 106603 | None | PWD SR 2023-24 page No:15 Item No: 2.1.3 vol-1 | Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5989.0 | 5989.0 | 0.768 | False | None | None | False | None | False | 4599.552 | 0 | | 3099449 | 106603 | None | PWD SR 2023-24 page No:15 Item No: 2.2.1 vol-1 | Providing and laying in position Reinforced 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. (The cost of steel reinforcement & formwork to be paid separately)
M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6287.0 | 6287.0 | 9.0 | False | None | None | False | None | False | 56583.0 | 0 | | 3099450 | 106603 | None | PWD SR 2023-24 page No: 18 Item No: 2.11 vol-3 | 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. | MT | 86433.0 | 86433.0 | 1.0 | False | None | None | False | None | False | 86433.0 | 0 | | 3099451 | 106603 | None | PWD SR 2023-24 page No:10 Item No: 4.6.6 | Supplying, and fixing of Hot dip Galvanized M.S.Bracket suitable for out door luminaries and mounted on Octagonal pole using necessary bolts, nuts etc., complete.Double Arm Bracket with 2000mm Standard 40/50mm dia .(16/4.7.6)
| Each | 3800.0 | 3800.0 | 24.0 | False | None | None | False | None | False | 91200.0 | 0 | | 3099452 | 106603 | None | PWD SR 2022-23 page No:36 Item No: 11.8.6 | LED Street light.Supply of LED Streetlight with pressure die cast aluminum housing | Each | 14705.0 | 14705.0 | 48.0 | False | None | None | False | None | False | 705840.0 | 0 | | 3099453 | 106603 | None | PWD SR 2023-24 page No:56 Item No: 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.
| Each | 162.0 | 162.0 | 48.0 | False | None | None | False | None | False | 7776.0 | 0 | | 3099454 | 106603 | None | PWD SR 2023-24 page No:6 Item No: 2.5.9 | Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100V as per IS-694:2010 & confirming to GTP of GROUP-A. - 4C X 2.5Sq. mm (6/2.5.9)
| Mtr | 148.0 | 148.0 | 550.0 | False | None | None | False | None | False | 81400.0 | 0 | | 3099455 | 106603 | None | PWD SR 2023-24 page No:20 Item No: 5.42.1 | 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. (30/5.42)14SWG (30/5.42.2)
| Sq CM | 0.5 | 0.5 | 20000.0 | False | None | None | False | None | False | 10000.0 | 0 | | 3099456 | 106603 | None | PWD SR 2023-24 page No:20 Item No: 5.40.1 | Supplying . amps rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete (30/5.40).100Amps 4x30x6mm Aluminium Strips (30/5.40.1) | Mtr | 2465.0 | 2465.0 | 2.0 | False | None | None | False | None | False | 4930.0 | 0 | | 3099457 | 106603 | None | PWD SR 2023-24 page No:20 Item No: 5.41.2 | 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. (30/5.41)50x50x6mm (30/5.41.2)
| Mtr | 395.0 | 395.0 | 8.0 | False | None | None | False | None | False | 3160.0 | 0 | | 3099458 | 106603 | None | PWD SR 2023-24 page No:14 Item No: 5.7.3 | Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers. (24/5.7), 63 Amps
| Each | 401.0 | 401.0 | 12.0 | False | None | None | False | None | False | 4812.0 | 0 | | 3099459 | 106603 | None | PWD SR 2023-24 page No:16 Item No: 5.14.3 | Supply and fixing of 4pole 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. (26/5.13) 60 to 70Amps (26/5.13.3) | Each | 6119.0 | 6119.0 | 2.0 | False | None | None | False | None | False | 12238.0 | 0 | | 3099460 | 106603 | None | PWD SR 2023-24 page No:17 Item No: 5.15.9 | Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuit in Thermal Magnetic Release. Micro processor release shall have Earth Fault as per IS-13947. (Icu=100% lcs). In 4P MCCB, all Poles should have protection for Short-Cicrcuit/Over Load. For Microprocessor MCCBS Facility for segregating Priority and Non-Priority loads must be available in the MCCB. MCCB shall be provided with double insulation (insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open). Multi-pole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism. a) Four Pole 100 Amps 25 KA
| Each | 8487.0 | 8487.0 | 2.0 | False | None | None | False | None | False | 16974.0 | 0 | | 3099461 | 106603 | None | PWD SR 2023-24 page No:18 Item No: 5.18.9 | 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.
| Each | 3088.0 | 3088.0 | 2.0 | False | None | None | False | None | False | 6176.0 | 0 | | 3099462 | 106603 | None | PWD SR 2023-24 page No:19 Item No: 5.29 | Supplying, fixing and wiring 3 Phase Digital Ammeter/Voltmeter
| Each | 1425.0 | 1425.0 | 2.0 | False | None | None | False | None | False | 2850.0 | 0 | | 3099463 | 106603 | None | PWD SR 2023-24 page No:19 Item No: 5.35 | Supplying, fixing and wiring Electronic Trivector Meter (ETV) 5 to 32/63 A three phase 4 wire whole current class-1 Accuracy Energy Meter.
| Each | 5705.0 | 5705.0 | 2.0 | False | None | None | False | None | False | 11410.0 | 0 | | 3099464 | 106603 | None | PWD SR 2023-24 page No:21 Item No: 5.47 | Supplying and fixing Microprocessor based Electronic timer (without contactor, Din Mounting using necessary bolts, nuts and washers etc.,.) 3-120sec setting.
| Each | 2315.0 | 2315.0 | 2.0 | False | None | None | False | None | False | 4630.0 | 0 | | 3099465 | 106603 | None | HESCOM Material SR 2023-24 Page No:13 Item No:32.0 | 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 (32.08)4 core 16 sqmm
| Km | 141842.0 | 141842.0 | 0.475 | False | None | None | False | None | False | 67374.95 | 0 | | 3099466 | 106603 | None | HESCOM Material SR 2022-23 Page No:09 Item No:32.0 | 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 (32.11)4 core 25 sqmm
| Km | 179844.0 | 179844.0 | 0.08 | False | None | None | False | None | False | 14387.52 | 0 | | 3099467 | 106603 | None | HESCOM Material SR 2023-24 Page No:16 Item No:66.0 | HDPE/PLB/ 50/42mm
| Km | 85014.0 | 85014.0 | 0.555 | False | None | None | False | None | False | 47182.77 | 0 | | 3099468 | 106603 | None | HESCOM Labour SR 2023-24 vol-1 Page No: Item No:1. | U.G. Cable Works
Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. 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 and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required
to complete the work.In all kinds of soils. Depth upto 1.50m
| m | 484.0 | 484.0 | 555.0 | False | None | None | False | None | False | 268620.0 | 0 | | 3099469 | 106603 | None | Vol-1 SR 2023-24 Page No:7 Item 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
| Cum | 160.0 | 160.0 | 50.0 | False | None | None | False | None | False | 8000.0 | 0 | | 3099470 | 106603 | None | PWD Electrical SR 2023-24, Pg No: 54 105 item No: | Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff 2.5 to 25 sqmm
HESCOM Labour SR 2023-24 Page No:52 Item No:21.05 | Km | 20886.0 | 20886.0 | 0.5 | False | None | None | False | None | False | 10443.0 | 0 | | 3099471 | 106603 | None | HESCOM material SR 2023-24 Page No:6 Item No:8.03 | Supplying and running GI/Copper Conductor for Grounding 10 SWG G.I Wire 10 SWG GI Wire
(3.251 mm Dia), Std Wt: 128 Kg/KM | MT | 79171.0 | 79171.0 | 0.15 | False | None | None | False | None | False | 11875.65 | 0 | | 3099472 | 106603 | None | PWD Electrical SR 2023-24, Pg No: 54 105 item No: | Supplying, fixing, wiring, earth electrode for grounding conduits, I.C.cutouts and other equipment's on the meter board using 40 mm dia 2.90 mm thick GI pipe 2.5m long buried in a pit . The pit should be filled with equal proportion of salt and charcoal 150 mm 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 lSI specification 7.3.3. of IS 732 using 12 mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 12 mm dia ( | No | 3510.0 | 3510.0 | 4.0 | False | None | None | False | None | False | 14040.0 | 0 | | 3099473 | 106603 | None | PWD Electrical SR 2023-24, Pg No: 54 105 Item no:1 | GI/Copper strips for grounding connections, using necessary fixing
materials as required. 25 x 3 mm GI strip | m | 82.0 | 82.0 | 25.0 | False | None | None | False | None | False | 2050.0 | 0 | | 3099474 | 106603 | None | PWD Electrical SR-II 2023-24 | Concealed Conduit System :Supplying heavy gauge PVC conduit pipe . mm 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 19/20mm dia 2mm thick. | Mtr | 66.0 | 66.0 | 110.0 | False | None | None | False | None | False | 7260.0 | 0 | | 3099475 | 106603 | None | PWD Electrical SR-II 2023-24 )Page No:5 Item No:2. | Point wiring using Copper wire with out switch. Supplying and wiring adopting loop system in existing PVC Conduit / casing capping using 1100V grade, COPPER conductor flexible multistrand FRLS PVC insulated, 2 X1.5Sq.mm (Phase&Neutral) &1x1.0 Sqmm(earth Wire)Cable confirming to the GTP, without controll 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. Short point upto3mtr from tapping point to out let via Switch. | Point | 269.0 | 269.0 | 3.0 | False | None | None | False | None | False | 807.0 | 0 | | 3099476 | 106603 | None | PWD Electrical SR-II 2023-24) Page No:5 Item No:2. | Medium point above 3Mtr upto 6Mtr from tapping point to out let via switch. | Point | 379.0 | 379.0 | 2.0 | False | None | None | False | None | False | 758.0 | 0 | | 3099477 | 106603 | None | PWD Electrical SR-II 2023-24) Page No:5 Item No:2. | Long point above 6Mtr upto 10Mtr from tapping point to out let via switch box | Point | 555.0 | 555.0 | 5.0 | False | None | None | False | None | False | 2775.0 | 0 | | 3099478 | 106603 | None | PWD Electrical SR-II 2023-24) Page No:5 Item No:2. | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade,2.5 SQMM multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to GTP.( | Mtr | 42.0 | 42.0 | 220.0 | False | None | None | False | None | False | 9240.0 | 0 | | 3099479 | 106603 | None | PWD Electrical SR-II 2023-24) Page No:8 Item No:3. | Supplying and flush mounting powder coated / galvanized metal box size suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall. 10-12 way | Each | 319.0 | 319.0 | 2.0 | False | None | None | False | None | False | 638.0 | 0 | | 3099480 | 106603 | None | PWD Electrical SR-II 2023-24) Page No:8 Item No:3. | Supplying and fixing superior quality Mudular modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metalbox. 10-12 module | Each | 344.0 | 344.0 | 2.0 | False | None | None | False | None | False | 688.0 | 0 | | 3099481 | 106603 | None | PWD Electrical SR-II 2023-24) Page No:9 Item No:3. | Supplying and fixing of 6Amps 0ne way modular switch on existing modular switch plate as per IS 3854 and IS 1293. | Each | 102.0 | 102.0 | 12.0 | False | None | None | False | None | False | 1224.0 | 0 | | 3099482 | 106603 | None | PWD Electrical SR-II 2023-24) Page No:9 Item No:3. | Supplying and fixing of 6Amps 3way modular Socketc on existing modular switch plate as per IS 3854 and IS 1293. | Each | 171.0 | 171.0 | 4.0 | False | None | None | False | None | False | 684.0 | 0 | | 3099483 | 106603 | None | PWD Electrical SR-II 2023-24) Page No:45 Item No:1 | SupplyofLEDpolemountingtypeposttoplanternwithpressurediecastaluminiumhousing | Each | 7722.0 | 7722.0 | 6.0 | False | None | None | False | None | False | 46332.0 | 0 |
| | 1710512001000 | 0 | None | None | Roads | Construction of New Road From National Highway (NH4) To Law College Joining road Km 0.00 to 0.65 In Haveri Taluka Of Haveri District-electrical line shifting | 232513.5 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3099484 | 106604 | None | cds-25 item code 1 | DP Transformer Structure using RCC Pole
- 9 Mtr Long, 145 Kg WL | No | 38537.0 | 38537.0 | 2.0 | False | None | None | False | None | False | 77074.0 | 0 | | 3099485 | 106604 | None | cds-25 item no 2 | 11 kV, 5 KN Polymeric Pin Insulator
(24 mm Dia FRP Rod) | No | 205.0 | 205.0 | 18.0 | False | None | None | False | None | False | 3690.0 | 0 | | 3099486 | 106604 | None | cds-25 3 186 | 11 kV, 45 KN Polymeric Insulator | No | 186.0 | 186.0 | 9.0 | False | None | None | False | None | False | 1674.0 | 0 | | 3099487 | 106604 | None | cds-25 4 | Guy Set Complete with No.15 Strain Insulator
& Concreting materials | No | 1763.0 | 1763.0 | 6.0 | False | None | None | False | None | False | 10578.0 | 0 | | 3099488 | 106604 | None | cds-25 7 | Earthing materials pipe type for grounding (Single
Electrode with accessories | No | 2678.0 | 2678.0 | 3.0 | False | None | None | False | None | False | 8034.0 | 0 | | 3099489 | 106604 | None | cds-25 8 | Caution/Danger Board | No | 230.0 | 230.0 | 2.0 | False | None | None | False | None | False | 460.0 | 0 | | 3099490 | 106604 | None | cds-25 9 | Anti Climbing Device (12 Mtr GI Barbed Wire) | No | 131.0 | 131.0 | 2.0 | False | None | None | False | None | False | 262.0 | 0 | | 3099491 | 106604 | None | cds-25 10 | Guy concreting with Boulders, Mud and Sand | No | 250.0 | 250.0 | 4.0 | False | None | None | False | None | False | 1000.0 | 0 | | 3099492 | 106604 | None | cds-25 11 | GI Wire 8 SWG | Kgs | 75.04 | 75.04 | 5.0 | False | None | None | False | None | False | 375.2 | 0 | | 3099493 | 106604 | None | cds-25 12 | Guy wire 7/10 SWG | Kgs | 77.23 | 77.23 | 10.0 | False | None | None | False | None | False | 772.3 | 0 | | 3099494 | 106604 | None | cds-25 14 | PG Clamp - Rabbit to 95 Sqmm | No | 140.0 | 140.0 | 10.0 | False | None | None | False | None | False | 1400.0 | 0 | | 3099495 | 106604 | None | cds-24 15 | 11 kV, Solid Core Type HG Fuse unit | Set of 3 Nos | 1306.0 | 1306.0 | 2.0 | False | None | None | False | None | False | 2612.0 | 0 | | 3099496 | 106604 | None | cds-57 10 | 11KV DOLO cutouts | Set of 3 Nos | 6113.0 | 6113.0 | 2.0 | False | None | None | False | None | False | 12226.0 | 0 | | 3099497 | 106604 | None | cds-24 16 | 11KV200A single break GOS | Set | 10554.0 | 10554.0 | 2.0 | False | None | None | False | None | False | 21108.0 | 0 | | 3099498 | 106604 | None | cds-57 9 | H Frame for mounting GOS | No | 4655.0 | 4655.0 | 2.0 | False | None | None | False | None | False | 9310.0 | 0 | | 3099499 | 106604 | None | cds-69 2 | LT 4 Pin Cross Arm with clamps, bolts, nuts and
washers for RCC Pole - 9 Mtr Long, 145 Kg WL | Set | 580.0 | 580.0 | 2.0 | False | None | None | False | None | False | 1160.0 | 0 | | 3099500 | 106604 | None | cds-1 1 | R.C.C pole 9 Mtr long | No | 8818.0 | 8818.0 | 5.0 | False | None | None | False | None | False | 44090.0 | 0 | | 3099501 | 106604 | None | cds-1 3 | 11 kV, Horizontal Cross Arm with clamps, HTST supports, bolts, nuts and washers for RCC Pole - 9 Mtr Long, 145 Kg WL | Set | 918.0 | 918.0 | 5.0 | False | None | None | False | None | False | 4590.0 | 0 | | 3099502 | 106604 | None | cds-1 9 | Rabbit ACSR Conductor | Kms | 50595.0 | 50595.0 | 0.6 | False | None | None | False | None | False | 30357.0 | 0 | | 3099503 | 106604 | None | csd-11 12 | Spiral Earth Electrode | No | 332.0 | 332.0 | 5.0 | False | None | None | False | None | False | 1660.0 | 0 | | 3099504 | 106604 | None | csd-5 11 | No. 8 Strain Insulator | No | 27.0 | 27.0 | 3.0 | False | None | None | False | None | False | 81.0 | 0 |
| | 1710512001000 | 0 | None | None | Roads | Construction of New Road From National Highway (NH4) To Law College Joining road Km 0.00 to 0.65 In Haveri Taluka Of Haveri District-Maintainance -3rd 4th & 5th Year | 147084.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3099505 | 106605 | None | As per app data rate | Road Maintenance for 3rd year for road with BM as Binder layer +SDBC as wearing coat Maintenance of Road for 3rd year including following items 1) Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up 300 mm , removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable to material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Motor Grader In area of light jungle. 2) Surface Drains in Soil Construction of unlined surface drains of average cross sectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Mechanical Means 3) Maintenance of Earth Shoulder (stripping excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor 4) Maintenance of Earthen Shoulder (filling with fresh soil) Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.5) Maintenance of 200 metre and km stones Maintenance of 200 metre km stone by way of refitting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1913 Painting two coats with synthetic enamel paint 6) White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1916 7) Patching of shallow potholes on asphalt surfaces by using corresponding standard premixes including removing the failed materials on the road surface, preparation of potholes to the required standards before patching them, application of tack coat at 2.0 kg/10 sqm over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specifications. using BC Gr II 40 mm thick
| Per Km | 33420.0 | 33420.0 | 0.85 | False | None | None | False | None | False | 28407.0 | 0 | | 3099506 | 106605 | None | approve rate | Road Maintenance for 4th year for road with BM as Binder layer +SDBC as wearing coat Maintenance of Road for 4th year including following items 1) Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Motor Grader In area of light jungle. 2) Surface Drains in Soil Construction of unlined surface drains of average cross sectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Mechanical Means 3) Maintenance of Earth Shoulder (stripping excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor 4) Maintenance of Earthen Shoulder (filling with fresh soil) Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.5) Maintenance of 200 metre and km stones Maintenance of 200 metre km stone by way of refitting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1913 Painting two coats with synthetic enamel paint 6) White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1916 7) Patching of shallow potholes on asphalt surfaces by using corresponding standard premixes including removing the failed materials on the road surface, preparation of potholes to the required standards before patching them, application of tack coat at 2.0 kg/10 sqm over the asphalt surface including lead, loading unloading, rolling and finishing etc.,complete as per specifications, using BC Gr II 40 mm thick.
| Per Km | 61340.0 | 61340.0 | 0.85 | False | None | None | False | None | False | 52139.0 | 0 | | 3099507 | 106605 | None | Approved Rate | Road Maintenance for 5th year for road with BM as Binder layer +SDBC as wearing coat Maintenance of Road for 5th year including following items 1) Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Motor Grader In area of light jungle. 2) Surface Drains in Soil Construction of unlined surface drains of average cross sectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Mechanical Means 3) Maintenance of Earth Shoulder (stripping excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor 4) Maintenance of Earthen Shoulder (filling with fresh soil) Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.5) Maintenance of 200 metre and km stones Maintenance of 200 metre km stone by way of refitting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1913 Painting two coats with synthetic enamel paint 6) White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1916 7) Patching of shallow potholes on asphalt surfaces by using corresponding standard premixes including removing the failed materials on the road surface, preparation of potholes to the required standards before patching them, application of tack coat at 2.0 kg/10 sqm over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specifications. using BC Gr II 40 mm thick.
| Per Km | 78280.0 | 78280.0 | 0.85 | False | None | None | False | None | False | 66538.0 | 0 |
| | 1710512001000 | 0 | None | None | Roads | Construction of New Road From National Highway (NH4) To Law College Joining road Km 0.00 to 0.65 In Haveri Taluka Of Haveri District-Resurfacing Work for 6th year | 2294837.4 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3099508 | 106606 | None | Vol III -P.No -7 I.No 2.5 ii A | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. In area of light jungle (Vol III -P.No -7 I.No 2.5 ii A) | 100 Sqm | 393.0 | 393.0 | 8.92 | False | None | None | False | None | False | 3505.56 | 0 | | 3099509 | 106606 | None | Vol- III P.No-144 I.No-16.8 b | Surface Drains in Soil Construction of unlined surface drains of average cross sectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307 Mechanical Means. (Vol- III P.No-144 I.No-16.8 b)
| m | 25.0 | 25.0 | 850.0 | False | None | None | False | None | False | 21250.0 | 0 | | 3099510 | 106606 | None | V-III P.No- 43 I.No: 5.32 | Tack coat on Bituminous surface Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom ( V-III P.No- 43 I.No: 5.32 )
| Sqm | 12.0 | 12.0 | 7650.0 | False | None | None | False | None | False | 91800.0 | 0 | | 3099511 | 106606 | None | V - III P.No- 43 I.No 5.31 | Semi Dense Bituminous Concrete Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision.
| Cum | 10152.0 | 10152.0 | 191.25 | False | None | None | False | None | False | 1941570.0 | 0 | | 3099512 | 106606 | None | V - III P.No-17 I.No 3.6) | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (V - III P.No-17 I.No 3.6) | Cum | 493.0 | 493.0 | 31.88 | False | None | None | False | None | False | 15716.84 | 0 | | 3099513 | 106606 | None | V - III P.No-67 I.No 8.15 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. (V - III P.No- 67 I.No 8.15 ) | Sqm | 530.0 | 530.0 | 141.5 | False | None | None | False | None | False | 74995.0 | 0 | | 3099514 | 106606 | None | V - III P.No- 74 I.No 8.43 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. (V - III P.No- 74 I.No 8.43) | No | 365.0 | 365.0 | 400.0 | False | None | None | False | None | False | 146000.0 | 0 |
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