| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1710337388000 | 0 | None | None | Roads | Improvements to road | 28346508.53 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3049958 | 103175 | None | Vol-3, P.No. 9, I.No. 2.5 (ii) A | 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 material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. (iii) By Mechanical Means using Motor Grader, A. In area of light jungle
| 100 Sqm | 412.65 | 412.65 | 61.32 | False | None | None | False | None | False | 25303.698 | 0 | | 3049959 | 103175 | None | Vol-3, P.No. 144, I.No. 16.8 (B) | Surface Drains in Soil Construction of unlined surface drains of average crosssectional 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. (B) Mechanical Means (, / )
| m | 26.25 | 26.25 | 2842.0 | False | None | None | False | None | False | 74602.5 | 0 | | 3049960 | 103175 | None | Vol-3, P.No. 17, I.No. 3.5 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead (, / )
| Sqm | 6.3 | 6.3 | 5635.6 | False | None | None | False | None | False | 35504.28 | 0 | | 3049961 | 103175 | None | Vol-1, P.No. 8, I.No. 1.12 | 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 300mm
| Cum | 99.75 | 99.75 | 1739.38 | False | None | None | False | None | False | 173503.155 | 0 | | 3049962 | 103175 | None | Vol-1,P.No. 7, I.No. 1.8 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour, rolling, water, all materials, usage & all other appurtenaces required to complete the work. (, / )
| Cum | 497.7 | 497.7 | 233.06 | False | None | None | False | None | False | 115993.962 | 0 | | 3049963 | 103175 | None | 2Vol-1, P.No. 07, I.No. 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(Royality shall be recovered @ 60.00/cum)( / )
| Cum | 124.95 | 124.95 | 788.44 | False | None | None | False | None | False | 98515.578 | 0 | | 3049964 | 103175 | None | Vol-3, 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 | Cum | 517.65 | 517.65 | 3402.66 | False | None | None | False | None | False | 1761386.949 | 0 | | 3049965 | 103175 | None | Vol-3, P.No. 23, I.No. 4.1(V) (a) | By Plant Mix Method 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
| Cum | 2611.35 | 2611.35 | 1968.2 | False | None | None | False | None | False | 5139659.07 | 0 | | 3049966 | 103175 | None | Vol-3, P.No. 26, I.No. 4.17 (A) | 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 | 2955.56 | False | None | None | False | None | False | 7941441.942 | 0 | | 3049967 | 103175 | None | Vol. 3, Page-31, I.No.- 5.1 A(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 0.70 kg/m2 using mechanical means.
| Sqm | 43.05 | 43.05 | 11165.0 | False | None | None | False | None | False | 480653.25 | 0 | | 3049968 | 103175 | None | Vol. 3, Page- 31, I.No.-5.3 (i) | Tack coat on Bituminous surface 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 | 12.6 | 12.6 | 11165.0 | False | None | None | False | None | False | 140679.0 | 0 | | 3049969 | 103175 | None | Vol-3, P.No.33, I.No. 5.8 (ii) 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. Bituminous Macadam Grading - II for traffic lessthan 20 MSA
| Cum | 8044.05 | 8044.05 | 559.63 | False | None | None | False | None | False | 4501691.7015 | 0 | | 3049970 | 103175 | None | Vol-3, P.No. 43, I.No. 5.31 | 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 | 279.82 | False | None | None | False | None | False | 2982769.272 | 0 | | 3049971 | 103175 | None | Vol-3, P.No. 149, I.No. 16.28 | Providing and constructing un-reinforced plain cement concre te pavement, thickness as per design, over a prepared sub ba se, with 43 grade cement or any other type as per Clause 15 01.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, 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 drawi ng), 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 drawingand technical specification clause 1501 with all lead, lifts,loading & unloading charges, cost and con veyance of all materials, labour, equipments etc., comp lete. as per the directions of the Engineer-in-charge of the work.
| Cum | 7091.7 | 7091.7 | 583.0 | False | None | None | False | None | False | 4134461.1 | 0 | | 3049972 | 103175 | None | Vol. 3, Page-67, I.No.- 8.16 (ii) | Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast)
| No | 3073.35 | 3073.35 | 4.0 | False | None | None | False | None | False | 12293.4 | 0 | | 3049973 | 103175 | None | Vol. 3, Page-67, I.No.- 8.16(iii) | Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 200 m stone (precast)
| Nos | 884.1 | 884.1 | 9.0 | False | None | None | False | None | False | 7956.9 | 0 | | 3049974 | 103175 | None | Vol-3, P.No. 78, I.No. 8.53 | Providing & fixing Polymer rubberised factory made Black & Yellow coloured Speed retarders/Breakers with width 350mm & Height 50mm as per IRC 99:2018 with load carrying capacity upto 30t in local streets, parking arena and in areas with speed limit of 20 kmph as per direction of Engineer in-charge.
| m | 945.0 | 945.0 | 5.5 | False | None | None | False | None | False | 5197.5 | 0 | | 3049975 | 103175 | None | Vol-3, P.No. 80, I.No. 8.60.1(ii) | Providing Speed Breakers/Raised pedestrian crossings in Trapezoidal section with 2.5 m Top width and transition length of 0.8 m length and height of 0.1 m as per IRC 99:2018 using Bituminous Macadam (BM) Gr II and Semi Dense Bituminous Macadam (SDBC) Gr II for entire formation width & WBM Gr II for Shoulder hump portion only (150 mm thick), completing with road marking paint with applied thermoplastic compound with reflecting glass beeds on bituminous surface and providing 2 Nos. retro reflective traffic signs as per IRC 67 -2022. ii) Intermediate lane with formation width of 7.50 m
| Nos | 43564.5 | 43564.5 | 1.0 | False | None | None | False | None | False | 43564.5 | 0 | | 3049976 | 103175 | None | Vol-3, P.No. 65, I.No. 8.8 | Direction and Place Identification Signs with size more than 0.9 m2 size Board.Providing and erecting direction and place identification retroreflectorised 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 moundation 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 | 4.32 | False | None | None | False | None | False | 44008.272 | 0 | | 3049977 | 103175 | None | Vol-3, P.No. 64, I.No. 8.6 (iv) | Providing 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. (, / )
| Nos | 3784.2 | 3784.2 | 10.0 | False | None | None | False | None | False | 37842.0 | 0 | | 3049978 | 103175 | None | Vol. 3, Page-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
| Nos | 383.25 | 383.25 | 309.0 | False | None | None | False | None | False | 118424.25 | 0 | | 3049979 | 103175 | None | Vol. 3, Page-67, I.No.-8.15 | Road Marking with Hot Applied Thermoplastic Compound 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 | 556.5 | 556.5 | 511.0 | False | None | None | False | None | False | 284371.5 | 0 | | 3049980 | 103175 | None | Vol-3, P.No. 146, I.No. 16.16 (C) | 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. (C) 750mm dia
| m | 7002.45 | 7002.45 | 15.0 | False | None | None | False | None | False | 105036.75 | 0 | | 3049981 | 103175 | None | Vol-3, P.No. 147,I.No. 16.17 | Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets. 500mm dia
| m | 2721.6 | 2721.6 | 30.0 | False | None | None | False | None | False | 81648.0 | 0 |
| | 1710337388000 | 0 | None | None | Roads | Construction of 1 Nos CD Work - 1200mm dia 1 Rows | 301913.23 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3049982 | 103176 | None | Vol-1, P.No. 8 I.No. 1.14.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m (Vol-1, P.No. 8 / I.No. 1.14.1)
| Cum | 107.1 | 107.1 | 22.46 | False | None | None | False | None | False | 2405.466 | 0 | | 3049983 | 103176 | None | Vol-1, P.No. 7 I.No. 1.8 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. (Vol-1, P.No. 7 / I.No. 1.8)
| Cum | 497.7 | 497.7 | 7.87 | False | None | None | False | None | False | 3916.899 | 0 | | 3049984 | 103176 | None | Vol-1, P.No 15 I.No 2.1.3 | 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 (Vol-1, P.No. 15 / I.No. 2.1.3)
| Cum | 6288.45 | 6288.45 | 2.74 | False | None | None | False | None | False | 17230.353 | 0 | | 3049985 | 103176 | None | Vol-1, P.No. 16 I.No. 2.4.2 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements
of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Vol-1, P.No. 16 / I.No. 2.4.2)
| Cum | 6639.15 | 6639.15 | 19.41 | False | None | None | False | None | False | 128865.9015 | 0 | | 3049986 | 103176 | None | Vol-1 P.No 111 I.No 8 | Form work for Headwall- Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Vol-1, P.No. 111 / I.No. 8)
| Cum | 531.13 | 531.13 | 19.41 | False | None | None | False | None | False | 10309.2333 | 0 | | 3049987 | 103176 | None | Vol-3, P.No. 146, I.No. 16.15 A | 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. A 1200mm dia (Vol-3, P.No. 146 / I.No. 16.15 A)
| m | 8846.25 | 8846.25 | 10.0 | False | None | None | False | None | False | 88462.5 | 0 | | 3049988 | 103176 | None | Vol-1, P.No. 18 I.No. 2.11 h | 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 f. All other type of structures (Vol-1, P.No. 18 / I.No. 2.11 h)
| MT | 82961.55 | 82961.55 | 0.32 | False | None | None | False | None | False | 26547.696 | 0 | | 3049989 | 103176 | None | Vol-2, P NO.: 42, I NO: 8.8 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.
| Sqm | 389.55 | 389.55 | 56.97 | False | None | None | False | None | False | 22192.6635 | 0 | | 3049990 | 103176 | None | Vol-3, P NO.: 148, I NO: 16.26 | White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications. ( S.R.)
| Sqm | 28.35 | 28.35 | 69.93 | False | None | None | False | None | False | 1982.5155 | 0 |
| | 1710337388000 | 0 | None | None | Roads | CC Drain At Kodliwad Village | 3001079.7 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3049991 | 103177 | None | Vol-3, P.No. 10 I.No. 2.8 A | Dismantling of existing structures like culverts, bridges, retainingwalls 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 (Vol-3, P.No. 10 / I.No. 2.8 (A))
| Cum | 754.95 | 754.95 | 27.0 | False | None | None | False | None | False | 20383.65 | 0 | | 3049992 | 103177 | None | Vol-1, P.No. 8 I.No. 1.14.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m (Vol-1, P.No. 8 / I.No. 1.14.1)
| Cum | 107.1 | 107.1 | 659.5 | False | None | None | False | None | False | 70632.45 | 0 | | 3049993 | 103177 | None | Vol-1, P.No. 15 I.No. 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. Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (Vol-1, P.No. 15 / I.No. 2.1.3)
| Cum | 6288.45 | 6288.45 | 63.0 | False | None | None | False | None | False | 396172.35 | 0 | | 3049994 | 103177 | None | Vol-1, P.No.18, I.No. 2.11 h | Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. (Vol-1, P.No. 18 / I.No. 2.11 h)
| Tonne | 82961.55 | 82961.55 | 9.67 | False | None | None | False | None | False | 802238.1885 | 0 | | 3049995 | 103177 | None | Vol-1, P.No. 16 I.No. 2.4.2 | 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 steel reinforcement & formwork to be paid separately) M20 Design Mix Using 40 mm nominal size graded crushed coarse aggregates (Vol-1, P.No. 16 / I.No. 2.4.2)
| Cum | 6639.15 | 6639.15 | 209.3 | False | None | None | False | None | False | 1389574.095 | 0 | | 3049996 | 103177 | None | Vol-1, P.No. 111 I.No. 4 | Formwork for Wall and Cover slab: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 steel reinforcement & formwork to be paid separately) M20 Design Mix Using 40 mm nominal size graded crushed coarse aggregates (Vol-1, P.No. 111 / I.No. 4)
| Cum | 2323.7 | 2323.7 | 135.8 | False | None | None | False | None | False | 315558.46 | 0 | | 3049997 | 103177 | None | Vol.3 I.No. 12.1 P.No.117 | Providing weep holes in Brick masonry/Plain/ Reinforcedconcrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications Vol.3 I.No. 12.1 P.No.117
| m | 144.9 | 144.9 | 45.0 | False | None | None | False | None | False | 6520.5 | 0 |
| | 1710337388000 | 0 | None | None | Roads | Maintenance For BT Surface | 314670.3 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3049998 | 103178 | None | Rates approved by SE,PWD circle Belagavi | Road Maintenance for 3rd year for road with BM+SDBC as wearing coat:Maintenance of road for 3rd year by cleaning and uprooting vegitation on either sides of the road maintenance of surface drains by cleaning.cleaning,reshaping,deepening of side drains.Stripping excess soil from the shoulder surface and making up loss of material / irregularities on shoulder wherever necessary.maintenance and painting of 200 metre and KM stones.White washing of parapet walls of CD work and tree trunks.Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and repairs to CDS including Vent clearance(Rates approved by SE,PWD circle Belagavi)
| Km | 31210.0 | 31210.0 | 2.03 | False | None | None | False | None | False | 63356.3 | 0 | | 3049999 | 103178 | None | Rates approved by SE,PWD circle Belagavi | Road Maintenance for 4th year for road with BM+SDBC as wearing coat:Maintenance of road for 4th year by cleaning and uprooting vegitation on either sides of the road maintenance of surface drains by cleaning.cleaning,reshaping,deepening of side drains.Stripping excess soil from the shoulder surface and making up loss of material / irregularities on shoulder wherever necessary.maintenance and painting of 200 metre and KM stones.White washing of parapet walls of CD work and tree trunks.Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and repairs to CDS including Vent clearance(Rates approved by SE,PWD circle Belagavi)
| Km | 54730.0 | 54730.0 | 2.03 | False | None | None | False | None | False | 111101.9 | 0 | | 3050000 | 103178 | None | Rates approved by SE,PWD circle Belagavi | Road Maintenance for 5th year for road with BM+SDBC as wearing coat:Maintenance of road for 5th year by cleaning and uprooting vegitation on either sides of the road maintenance of surface drains by cleaning.cleaning,reshaping,deepening of side drains.Stripping excess soil from the shoulder surface and making up loss of material / irregularities on shoulder wherever necessary.maintenance and painting of 200 metre and KM stones.White washing of parapet walls of CD work and tree trunks.Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and repairs to CDS including Vent clearance(Rates approved by SE,PWD circle Belagavi)
| Km | 69070.0 | 69070.0 | 2.03 | False | None | None | False | None | False | 140212.1 | 0 |
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