| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1707750792000 | 0 | None | None | Roads | Road Work | 5281657.71 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2563030 | 78810 | None | Vol-3, Pg. no.9, I.No. 2.4.ii.a-PWD CSR 2023-24 | 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 Dozer In area of light jungle | Sqm | 4.13 | 4.13 | 1350.0 | False | None | None | False | None | False | 5575.5 | 0 | | 2563031 | 78810 | None | Vol-1, Pg. no.5, I.No. 1.12-PWD CSR 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 | 476.92 | False | None | None | False | None | False | 47572.77 | 0 | | 2563032 | 78810 | None | Vol-3, Pg. no.17, I.No. 3.7-PWD CSR 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 then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. ( Vol -3, I.No: 3.7 of P-17 of PWD SR for 2023-24) | Cum | 110.25 | 110.25 | 994.5 | False | None | None | False | None | False | 109643.625 | 0 | | 2563033 | 78810 | None | Vol-1, Pg. no.7, I.No. 1.7-PWD CSR 2023-24) | 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
| Cum | 124.95 | 124.95 | 190.77 | False | None | None | False | None | False | 23836.7115 | 0 | | 2563034 | 78810 | None | Vol-1, Pg. no.7, I.No. 1.8-PWD CSR 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.
| Cum | 497.7 | 497.7 | 3220.83 | False | None | None | False | None | False | 1603007.091 | 0 | | 2563035 | 78810 | None | Vol-3, Pg. no.17, I.No. 3.6-PWD CSR 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 | 965.07 | False | None | None | False | None | False | 499568.4855 | 0 | | 2563036 | 78810 | None | Vol-3, Pg. no.23, I.No. 4.1.(V) -PWD CSR 2023-24 | Construction of Granular Sub-Base of required grading asper design mixing in a mechanical mix plant at OMC, carriageof mixed Material to work site, spreading in uniform layerswith motor grader on prepared surface and compacting withvibratory power roller to achieve the desired density, completeas per clause 401
(v) For Grading -V Material | Cum | 2611.35 | 2611.35 | 448.27 | False | None | None | False | None | False | 1170589.8645 | 0 | | 2563037 | 78810 | None | Vol-3, Pg. no.26, I.No. 4.14.B.i.c-PWD CSR 2023-24 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. B.Mechanical means. (i) Grading-I (63 mm to 45 mm) C.Using Screening Type B (11.2mm agg)
| Cum | 2609.25 | 2609.25 | 208.94 | False | None | None | False | None | False | 545176.695 | 0 | | 2563038 | 78810 | None | Vol-3, Pg. no.26, I.No. 4.14.B.ii.b-PWD CSR 2023-2 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.B.Mechanical means. (ii) Grading-II (53 mm to 22.4 mm) C.Using Screening Type B (11.2mm agg)
| Cum | 2526.3 | 2526.3 | 208.94 | False | None | None | False | None | False | 527845.122 | 0 | | 2563039 | 78810 | None | Vol-3, Pg. no.31, I.No. 5.1-PWD CSR 2023-24) | 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 | 2785.87 | False | None | None | False | None | False | 119931.7035 | 0 | | 2563040 | 78810 | None | Vol-3, Pg. no.31, I.No. 5.4-PWD CSR 2023-24) | Providing and applying tack coat with RS1 Bituminous Emulsionusing emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface.
| Sqm | 14.7 | 14.7 | 2785.87 | False | None | None | False | None | False | 40952.289 | 0 | | 2563041 | 78810 | None | Vol-3, Pg. no.39, I.No. 5.19-PWD CSR 2023-24 | Providing, laying and rolling of open - graded premix surfacingof 20 mm thickness composed of 13.2 mm to 5.6 mm aggregateseither using viscosity grade bitumen VG-30 to required line, gradeand level to serve as wearing course on a previously preparedbase, including mixing in a suitable Hot mix plant of capacity notless than 40/60 TPH laying and rolling with a smooth wheeledroller, finished to required level and grades.
| Sqm | 156.45 | 156.45 | 2785.87 | False | None | None | False | None | False | 435849.3615 | 0 | | 2563042 | 78810 | None | Vol-3, Pg. no.39, I.No. 5.21-PWD CSR 2023-24) | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using TypeA and B seal coats with bituminous binder VG-30- Case - II : Type B Premix Seal coat
| Sqm | 54.6 | 54.6 | 2785.87 | False | None | None | False | None | False | 152108.502 | 0 |
| | 1707750792000 | 0 | None | None | Roads | Road Furnitures | 302611.35 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2563043 | 78811 | None | Vol-3, Pg. no.67, I.No. 8.16.ii-PWD CSR 2023-24 | Reinforced cement concrete M15grade kilometre stoneof standard design as per IRC:8-1980, fixing in positionincluding painting and printing etc (Ordinary kilometer stone (precast))
| No | 3073.35 | 3073.35 | 1.0 | False | None | None | False | None | False | 3073.35 | 0 | | 2563044 | 78811 | None | Vol-3, Pg. no.74, I.No. 8.43-PWD CSR 2023-24 | Supplying and Fixing of Molded Shank Raised PavementMarkers / Cat's Eye made of polycarbonate and ABS mouldedbody and reflective panels with micro prismatic lens capable ofproviding total internal reflection of the light entering the lensface and shall support a load of 16000 kg tested in accordanceto ASTM D 4280 Type H and complying to Specifications ofCategory A of MORTH Circular No RW/NH/33023/10-97DO III Dt 11.06. 1997. The height, width and length shall notexceed 50 mm, 100 mm and 102 +/- 2 mm and with minimumreflective area of 13 cm2 on each side and the slope to thebase shall be 35 +/- 5 degree. The strength of detachment ofthe integrated cylindrical shanks, (of diameter not less than19 +/- 2 mm and height not less than 30+/- 2 mm) fromthe body is to be a minimum value of 500 Kg. Fixing will beby drilling holes on the road for the shanks to go inside,without nails and using epoxy resin based adhesive as permanufacturer's recommendation and complete as directed bythe engineer.The contractor shall submit a two year warrantyfor satisfactory field performance including stipulatedretro-reflectance of the reflecting panel, to the Engineer.
| No | 383.25 | 383.25 | 400.0 | False | None | None | False | None | False | 153300.0 | 0 | | 2563045 | 78811 | None | Vol-3, Pg. no.67, I.No. 8.15-PWD CSR 2023-24 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous SurfaceProviding 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 | 556.5 | 556.5 | 150.0 | False | None | None | False | None | False | 83475.0 | 0 | | 2563046 | 78811 | None | Vol-3, Pg. no.64, I.No. 8.6.iv-PWD CSR 2023-24 | Retro-Reflectorised Traffic SignsProviding and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. 60 cm equilateral triangle
| No | 3784.2 | 3784.2 | 6.0 | False | None | None | False | None | False | 22705.2 | 0 | | 2563047 | 78811 | None | Vol-3, Pg. no.65, I.No. 8.7-PWD CSR 2023-24 | Direction and Place Identification Signs upto 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 not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm 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 | 9460.5 | 9460.5 | 3.6 | False | None | None | False | None | False | 34057.8 | 0 | | 2563048 | 78811 | None | Vol-, Pg. no., I.No. data rate-PWD CSR 2023-24 | Providing and fixing of typical KKRDB Logo board as per specifications .
| No | 6000.0 | 6000.0 | 1.0 | False | None | None | False | None | False | 6000.0 | 0 |
| | 1707750792000 | 0 | None | None | Roads | RCC Hume pipe culvert 1200 mm dia 2 row (7.50m width) - Ch. 0.280, km | 501881.87 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2563049 | 78812 | None | Vol-1, Pg. no.8, I.No. 1.14.1-PWD CSR 2023-24 | Earth work excavation for Foundation by mechanical means for all works &depth upto 3 m, as per drawing and technical specifications, including settingout, shoring, strutting, barricading, caution lights, including dressing ofexcavated 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 1.5m including cost of labour, tools, usage of machinery & other appurtenacesrequired to complete the work - In all kinds of soils Depth upto 3 m
| Cum | 107.1 | 107.1 | 22.66 | False | None | None | False | None | False | 2426.886 | 0 | | 2563050 | 78812 | None | Vol-1, Pg. no.15, I.No. 2.1.3-PWD CSR 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 | 6288.45 | 6288.45 | 2.77 | False | None | None | False | None | False | 17419.0065 | 0 | | 2563051 | 78812 | None | Vol-1, Pg. no.16, I.No. 2.4.2-PWD CSR 2023-24 | 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/basaltcrushed graded coarse aggregates and fine aggregates as per relevant ISCodes machine mixed with super plasticisers, laid in layers, well compactedusing needle vibrators, providing weep holes wherever necessary, includingall lead & lifts, cost of all materials of quality, confirming to the requirementsof relevant IS codes, labour, Usage charges of machinery, curing and all otherappurtenances required to complete the work as per technical specifications-M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
| Cum | 6639.15 | 6639.15 | 27.8 | False | None | None | False | None | False | 184568.37 | 0 | | 2563052 | 78812 | None | 2.4.2 | Centering and Shuttering charges for sl no. 3
| Cum | 505.84 | 505.84 | 27.8 | False | None | None | False | None | False | 14062.352 | 0 | | 2563053 | 78812 | None | Vol-1, Pg. no.18, I.No. 2.11.c-PWD CSR 2023-24 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / softannealed steel wire and other ancilary operations complete as per drawing andtechnical specification.- Sub structure of Bridges
| Tonne | 90754.65 | 90754.65 | 0.64 | False | None | None | False | None | False | 58082.976 | 0 | | 2563054 | 78812 | None | Vol-3, Pg. no.146, I.No. 16.16.a-PWD CSR 2023-24 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material insingle row including fixing collar with cement mortar 1:2but excluding excavation, protection works, backfilling,concrete and masonry works in head walls and parapetsClause 1101.6.-1200mm dia Double rows
| Rmtr | 17841.6 | 17841.6 | 7.5 | False | None | None | False | None | False | 133812.0 | 0 | | 2563055 | 78812 | None | Vol-3, Pg. no.117, I.No. 12.3.a-PWD CSR 2023-24 | Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification A Granular material
| Cum | 1226.4 | 1226.4 | 41.91 | False | None | None | False | None | False | 51398.424 | 0 | | 2563056 | 78812 | None | Vol-3, Pg. no.129, I.No. 14.4-PWD CSR 2023-24 | Providing and laying Pitching on slopes laid over preparedfilter media including boulder apron laid dry in front of toeof embankment complete as per drawing and Technicalspecifications
| Cum | 2007.6 | 2007.6 | 19.98 | False | None | None | False | None | False | 40111.848 | 0 |
| | 1707750792000 | 0 | None | None | Roads | RCC Box culvert (3mx2.5mx2V) 7.50m width Ch. 0.530, km | 2334836.65 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2563057 | 78813 | None | Vol-1, Pg. no.8, I.No. 1.14.1-PWD CSR 2023-24 | Earth work excavation for Foundation by mechanical means for all works &depth upto 3 m, as per drawing and technical specifications, including settingout, shoring, strutting, barricading, caution lights, including dressing ofexcavated 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 1.5m including cost of labour, tools, usage of machinery & other appurtenacesrequired to complete the work - In all kinds of soils Depth upto 3 m
| Cum | 107.1 | 107.1 | 148.15 | False | None | None | False | None | False | 15866.865 | 0 | | 2563058 | 78813 | None | Vol-1, Pg. no.15, I.No. 2.1.3-PWD CSR 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 | 6288.45 | 6288.45 | 35.59 | False | None | None | False | None | False | 223805.9355 | 0 | | 2563059 | 78813 | None | Vol-1, Pg. no.16, I.No. 2.4.2-PWD CSR 2023-24 | 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/basaltcrushed graded coarse aggregates and fine aggregates as per relevant ISCodes machine mixed with super plasticisers, laid in layers, well compactedusing needle vibrators, providing weep holes wherever necessary, includingall lead & lifts, cost of all materials of quality, confirming to the requirementsof relevant IS codes, labour, Usage charges of machinery, curing and all otherappurtenances required to complete the work as per technical specifications-M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
| Cum | 6639.15 | 6639.15 | 66.48 | False | None | None | False | None | False | 441370.692 | 0 | | 2563060 | 78813 | None | Vol-1, Pg. no.16, I.No. 2.4.3-PWD CSR 2023-24 | 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/basaltcrushed graded coarse aggregates and fine aggregates as per relevant ISCodes machine mixed with super plasticisers, laid in layers, well compactedusing needle vibrators, providing weep holes wherever necessary, includingall lead & lifts, cost of all materials of quality, confirming to the requirementsof relevant IS codes, labour, Usage charges of machinery, curing and all otherappurtenances required to complete the work as per technical specifications-M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6652.8 | 6652.8 | 37.2 | False | None | None | False | None | False | 247484.16 | 0 | | 2563061 | 78813 | None | Vol-1, Pg. no.18, I.No. 2.11.c-PWD CSR 2023-24 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / softannealed steel wire and other ancilary operations complete as per drawing andtechnical specification.- Sub structure of Bridges
| Tonne | 90754.65 | 90754.65 | 4.73 | False | None | None | False | None | False | 429269.4945 | 0 | | 2563062 | 78813 | None | Vol-1, Pg. no.16, I.No. 2.5.1-PWD CSR 2023-24 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure worksof bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarseaggregates and fine aggregates as per relevant IS Codes machine mixed withsuper plasticisers laid in layers, well compacted using needle vibrators. Thecost includes all lead & lifts, cost of all materials, quality confirming to therequirements of relevant IS codes , labour, Usage charges of machinery, curingand all other appurtenances required to complete the work as per technicalspecifications.- M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
| Cum | 6961.5 | 6961.5 | 18.38 | False | None | None | False | None | False | 127952.37 | 0 | | 2563063 | 78813 | None | Vol-1, Pg. no.18, I.No. 2.11.d-PWD CSR 2023-24 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / softannealed steel wire and other ancilary operations complete as per drawing andtechnical specification.- Super structure of Bridges | Tonne | 90990.9 | 90990.9 | 0.1 | False | None | None | False | None | False | 9099.09 | 0 | | 2563064 | 78813 | None | Vol-3, Pg. no.117, I.No. 12.4-PWD CSR 2023-24 | 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.
| Cum | 2810.85 | 2810.85 | 37.57 | False | None | None | False | None | False | 105603.6345 | 0 | | 2563065 | 78813 | None | Vol-3, Pg. no.125, I.No. 13.20-PWD CSR 2023-24 | Providing and laying of a modular strip Box seal expansion jointincluding anchorage catering to a horizontal movement beyond 70 mm and upto 140mm, complete as per approved drawingsand standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring complianceto the manufacturer's instructions for installation.
| Rmtr | 6683.25 | 6683.25 | 15.0 | False | None | None | False | None | False | 100248.75 | 0 | | 2563066 | 78813 | None | Vol-3, Pg. no.121, I.No. 13.7-PWD CSR 2023-24 | Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification
| No | 3434.55 | 3434.55 | 4.0 | False | None | None | False | None | False | 13738.2 | 0 | | 2563067 | 78813 | None | Vol-3, Pg. no.117, I.No. 12.1-PWD CSR 2023-24 | Providing weep holes in Brick masonry/Plain/ Reinforcedconcrete abutment, wing wall/ return wall with 100 mm diaAC pipe, extending through the full width of the structure withslope of 1V :20H towards drawing foce. Complete as per drawingand Technical Specifications
| Rmtr | 144.9 | 144.9 | 300.0 | False | None | None | False | None | False | 43470.0 | 0 | | 2563068 | 78813 | None | Vol-3, Pg. no.121, I.No. 13.4-PWD CSR 2023-24 | Construction of precast RCC railing of M30 Grade, aggregate sizenot exceeding 12 mm, true to line and grade, tolerance of verticalRCC post not to exceed 1 in 500, c/c spacing between verticalpost not to exceed 2000 mm, leaving adequate space betweenvertical post for expansion, complete as per approved drawingsand technical specifications.
| Rmtr | 2445.45 | 2445.45 | 29.2 | False | None | None | False | None | False | 71407.14 | 0 | | 2563069 | 78813 | None | Vol-3, Pg. no.117, I.No. 12.3.a-PWD CSR 2023-24 | Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification A Granular material
| Cum | 1226.4 | 1226.4 | 51.08 | False | None | None | False | None | False | 62644.512 | 0 | | 2563070 | 78813 | None | Vol-3, Pg. no.121, I.No. 13.2-PWD CSR 2023-24 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant)
| Cum | 14669.55 | 14669.55 | 3.67 | False | None | None | False | None | False | 53837.2485 | 0 | | 2563071 | 78813 | None | Vol-3, Pg. no.122, I.No. 13.9-PWD CSR 2023-24 | Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant)
| Cum | 12426.75 | 12426.75 | 9.9 | False | None | None | False | None | False | 123024.825 | 0 | | 2563072 | 78813 | None | Vol-1, Pg. no.7, I.No. 1.8-PWD CSR 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.
| Cum | 497.7 | 497.7 | 125.0 | False | None | None | False | None | False | 62212.5 | 0 | | 2563073 | 78813 | None | Vol-3, Pg. no.129, I.No. 14.4-PWD CSR 2023-24 | Providing and laying Pitching on slopes laid over preparedfilter media including boulder apron laid dry in front of toeof embankment complete as per drawing and Technicalspecifications
| Cum | 2007.6 | 2007.6 | 22.73 | False | None | None | False | None | False | 45632.748 | 0 | | 2563074 | 78813 | None | Vol-3, Pg. no.129, I.No. 14.1-PWD CSR 2023-24 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.Boulder Laid Dry Without Wire Crates.
| Cum | 2007.6 | 2007.6 | 26.59 | False | None | None | False | None | False | 53382.084 | 0 | | 2563075 | 78813 | None | Vol-3, Pg. no.67, I.No. 8.18-PWD CSR 2023-24 | Reinforced cement concrete M15 grade boundary pillars ofstandard design as per IRC:25, fixed in position includingfinishing and lettering but excluding painting
| No | 785.4 | 785.4 | 20.0 | False | None | None | False | None | False | 15708.0 | 0 | | 2563076 | 78813 | None | 2.4.2 | Centering and Shuttering charges for sl no. 3
| Cum | 632.3 | 632.3 | 66.48 | False | None | None | False | None | False | 42035.304 | 0 | | 2563077 | 78813 | None | 2.4.3 | Centering and Shuttering charges for sl no. 4
20% of basic rate | Cum | 1264.6 | 1264.6 | 37.2 | False | None | None | False | None | False | 47043.12 | 0 |
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