| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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| 1716358234000 | 0 | None | None | Roads | COST OF FLEXIBLE PAVEMENT | 22518208.61 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3141657 | 108136 | None | Item No: 2.5(ii)A, Page No.9 V-3 SR 2023-24 | Clearing and Grubbing road Land.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 materials to be used or auctioned including removal and disposal of top organic soil not exceeding 150mm thickness. By mechanical means in the area of light jungle
| 100 Sqm | 412.65 | 412.65 | 107.44 | False | None | None | False | None | False | 44335.116 | 0 | | 3141658 | 108136 | None | item no 1.12, page no 08 V-1 SR 2023-24 | 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 | 99.75 | 99.75 | 2761.2 | False | None | None | False | None | False | 275429.7 | 0 | | 3141659 | 108136 | None | Item No: 3.7, Page No.17 V-3 SR 2023-24 | 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 thencompacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. | Cum | 110.25 | 110.25 | 1821.75 | False | None | None | False | None | False | 200847.9375 | 0 | | 3141660 | 108136 | None | Item No: 3.6, Page No.17 V-3 SR 2023-24 | Construction of Subgrade and Earthen Shoulders 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 | Cum | 517.65 | 517.65 | 5059.04 | False | None | None | False | None | False | 2618812.056 | 0 | | 3141661 | 108136 | None | Item No: 4.2(V), Page No.23 V-3 SR 2023-24 | By Mix in place Metthod
Construction of Granular Sub-Base of required grading as per design mixing 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 power roller to achieve the desired density, complete as per clause 401 (v) For Grading -V Material. | Cum | 2476.95 | 2476.95 | 2021.28 | False | None | None | False | None | False | 5006609.496 | 0 | | 3141662 | 108136 | None | Item No: 4.17, Page No.26 V-3 SR 2023-24 | 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 | 2686.95 | 2686.95 | 1463.9 | False | None | None | False | None | False | 3933426.105 | 0 | | 3141663 | 108136 | None | Item No: 5.1, Page No.31 V-3 SR 2023-24 | A Prime Coat over WMM/WBM
(i) 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 0.90 kg per m2 using mechanical means. | Sqm | 43.05 | 43.05 | 14381.25 | False | None | None | False | None | False | 619112.8125 | 0 | | 3141664 | 108136 | None | Item No: 5.8(ii)(c) Page No.31 V-3 SR 2023-24 | ii 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 at 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 | 8044.05 | 8044.05 | 719.06 | False | None | None | False | None | False | 5784154.593 | 0 | | 3141665 | 108136 | None | Item No: 5.3(i) Page No.31 V-3 SR 2023-24 | 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 bitumenous surface cleaned with mechanical broom. | Sqm | 12.6 | 12.6 | 14381.25 | False | None | None | False | None | False | 181203.75 | 0 | | 3141666 | 108136 | None | Item No: 5.31, Page No.43 V-3 SR 2023-24 | 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 | 10659.6 | 10659.6 | 359.53 | False | None | None | False | None | False | 3832445.988 | 0 | | 3141667 | 108136 | None | Item No: 8.16 Page No.67 V-3 SR 2023-24 | Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc
| Each | 3073.75 | 3073.75 | 4.0 | False | None | None | False | None | False | 12295.0 | 0 | | 3141668 | 108136 | None | Item No: 8.10, Page No.66 V-3 SR 2023-24 | painting two coats on new concrete surfaces painting two coats after filling the surface with synthetic enamel paints in all shades on new plastered concrete surfaces
| Sqm | 114.45 | 114.45 | 18.47 | False | None | None | False | None | False | 2113.8915 | 0 | | 3141669 | 108136 | None | Item No: 8.5, Page No.63 V-3 SR 2023-24 | Rero reflectedn traffic signs providing and fixing of retro reflectorised cautionary mandatory and informatory sign as per irc 67:2022 mde of class b type Iv retro reflective sheetinn fixed over 2mm thick aluminium sheeting vide clause 803.1 3mm 4mm thick aluminium sheeting vide clause 803.1 3mm /4mm thick aluminium composite material sheet depending on the size of the fixed over the back support frame of min 25*25*3 mm angle mounted on a mild steel circular pipe 65 nb 3.2 mm thickness firmly fixed to the ground by mens of properly designed foundation wihh m25 grade cement concrete 45cm *45*60 cm below ground level as per approved drawing the sign shall be mainained as per section 12 of irc 67 2022 60cm eqilateral triangle
| Each | 3754.8 | 3754.8 | 1.0 | False | None | None | False | None | False | 3754.8 | 0 | | 3141670 | 108136 | None | Item No: 8.8, Page No.65 V-3 SR 2023-24 | 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 | 10187.1 | 10187.1 | 0.36 | False | None | None | False | None | False | 3667.356 | 0 |
| | 1716358234000 | 0 | None | None | Roads | COST OF RIGID PAVEMENT | 4733561.64 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3141671 | 108137 | None | Item No:2.5(ii)A,Page No.9V-3 SR 2023-24 | Clearing and grubbing road land including uprooting rankvegetation, 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 Dozer, In area of light jungle. (100 m2)
| 100 Sqm | 412.65 | 412.65 | 6.0 | False | None | None | False | None | False | 2475.9 | 0 | | 3141672 | 108137 | None | Item No: 1.12, Page No.8V-1 SR 2023-24 | 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 | 99.75 | 99.75 | 276.25 | False | None | None | False | None | False | 27555.9375 | 0 | | 3141673 | 108137 | None | Item No: 2.1.3 Page No.15V-1 SR 2023-24 | 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 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates(the cost of steel reinforcement & formwork shall be paid separately) | Cum | 6288.45 | 6288.45 | 42.5 | False | None | None | False | None | False | 267259.125 | 0 | | 3141674 | 108137 | None | Item No: 2.2.1 Page No.15V-1 SR 2023-24 | 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 wih super plasticizer laid in finished layers well compacted using needle vibrators,including all lead & lifts, cost of all materials, quality,confirming to the requirement of relevant IS codes,labour,usage charges of machinery,curing and all he other appurtenances required to complete the work as per technical specificaion (the cost of steel reinforcement & form work shall be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregate
| Cum | 6601.35 | 6601.35 | 84.1 | False | None | None | False | None | False | 555173.535 | 0 | | 3141675 | 108137 | None | Item No: 2.1.1 (c) Page No.18V-1 SR 2023-24 | Supplying, fitting and placing TMT FE 550/ 550 D 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 operation complete as per drawing and technical specification. c) sub structure of bridges(quantity as per item no 4)
| t | 90754.65 | 90754.65 | 2.36 | False | None | None | False | None | False | 214180.974 | 0 | | 3141676 | 108137 | None | It no : addendum-I sl no-4 pg no 3 V-1 SR 2023-24 | Additionalitiesfor Form Work and Centring &Scaffolding charges for cement concrete Drain walls (quantity as per item no 4)
| Cum | 2310.47 | 2310.47 | 84.1 | False | None | None | False | None | False | 194310.527 | 0 | | 3141677 | 108137 | None | Item No: 15.1 Page No 135 V-3 SR 2023-24 | Removal of existing cement concrete wearing coat including its disposal complete as per Technical Specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead.
| Sqm | 212.1 | 212.1 | 168.75 | False | None | None | False | None | False | 35791.875 | 0 | | 3141678 | 108137 | None | Item No: 3.7 Page No.17 V-3 SR 2023-24 | 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 thencompacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.
| Cum | 110.25 | 110.25 | 253.12 | False | None | None | False | None | False | 27906.48 | 0 | | 3141679 | 108137 | None | Item No: 3.6 Page No.17 V-3 SR 2023-24 | 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
| Cum | 517.65 | 517.65 | 253.12 | False | None | None | False | None | False | 131027.568 | 0 | | 3141680 | 108137 | None | Item No: 4.2(v) Page No.23 V-3 SR 2023-24 | 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 For Grading -V Material By Mix in Place Method
| Cum | 2476.95 | 2476.95 | 168.75 | False | None | None | False | None | False | 417985.3125 | 0 | | 3141681 | 108137 | None | Item No: 2.1.3 Page No.15V-1 SR 2023-24 | 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 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6288.45 | 6288.45 | 168.75 | False | None | None | False | None | False | 1061175.9375 | 0 | | 3141682 | 108137 | None | Item No: 16.28, Page No.149 V-3 SR 2023-24 | 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 M30 (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, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. | Cum | 7091.7 | 7091.7 | 253.12 | False | None | None | False | None | False | 1795051.104 | 0 | | 3141683 | 108137 | None | Item No: 8.8, Page No.55 V-3 SR 2023-24 | 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 | 10187.1 | 10187.1 | 0.36 | False | None | None | False | None | False | 3667.356 | 0 |
| | 1716358234000 | 0 | None | None | Roads | COST OF CROSS DRAINAGE WORK WITH DRAIN | 2109513.92 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3141684 | 108138 | None | Item No: 1.14.1, Page No.8 V-1 SR 2023-24 | 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 | 107.1 | 107.1 | 108.0 | False | None | None | False | None | False | 11566.8 | 0 | | 3141685 | 108138 | None | Item No: 1.80, Page No.7 V-1 SR 2023-24 | 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 5Percent per cum for every 1.50 m height or part there off Deduct 5Percent per cum if rollers are not used and tamping is done manually Add 8% per cum for works under foul & sullage situation
| Cum | 497.7 | 497.7 | 485.08 | False | None | None | False | None | False | 241424.316 | 0 | | 3141686 | 108138 | None | Item No: 2.1.3, Page No.15 V-1 SR 2023-24 | 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 | 6288.5 | 6288.5 | 11.81 | False | None | None | False | None | False | 74267.185 | 0 | | 3141687 | 108138 | None | Item No: 2.2.2, Page No.15 V-1 SR 2023-24 | 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, 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 | 6560.4 | 6560.4 | 134.85 | False | None | None | False | None | False | 884669.94 | 0 | | 3141688 | 108138 | None | It No:Addendum-I Sl No-8, Pg No.3 V-1 SR 2023-24 | Additionalitiesfor Form Work and Centring &Scaffolding charges for CD'S Head Wall
| Cum | 524.83 | 524.83 | 134.85 | False | None | None | False | None | False | 70773.3255 | 0 | | 3141689 | 108138 | None | Item No: 16.15(b), Page No.146 V-3 SR 2023-24 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. 1000mm. dia
| m | 8355.9 | 8355.9 | 20.0 | False | None | None | False | None | False | 167118.0 | 0 | | 3141690 | 108138 | None | Item No: 16.15(a), Page No.146 V-3 SR 2023-24 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. 1000mm. dia | m | 8846.25 | 8846.25 | 40.0 | False | None | None | False | None | False | 353850.0 | 0 | | 3141691 | 108138 | None | Item No: 2.11 (c), Page No.18 V-1 SR 2023-24 | 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.
| t | 90755.0 | 90755.0 | 3.37 | False | None | None | False | None | False | 305844.35 | 0 |
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