| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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| 1720416364000 | 0 | None | None | Roads | CONSTRUCTION OF ROAD | 8760043.38 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3473808 | 124105 | None | Vol III P.No. 9 I. No.2.4 | 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 ii) In area of thorny jungle | Sqm | 1575.0 | 1575.0 | 44.8 | False | None | None | False | None | False | 70560.0 | 0 | | 3473809 | 124105 | None | 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 In all kinds of soils upto 300 mm depth | Cum | 99.75 | 99.75 | 111.13 | False | None | None | False | None | False | 11085.2175 | 0 | | 3473810 | 124105 | None | 16.8 | 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 | Rmtr | 26.25 | 26.25 | 3200.0 | False | None | None | False | None | False | 84000.0 | 0 | | 3473811 | 124105 | None | 3.4 | Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator | Sqm | 5.25 | 5.25 | 960.0 | False | None | None | False | None | False | 5040.0 | 0 | | 3473812 | 124105 | None | 3.7 | 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 | 110.25 | 110.25 | 800.0 | False | None | None | False | None | False | 88200.0 | 0 | | 3473813 | 124105 | None | 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 | 124.95 | 124.95 | 111.13 | False | None | None | False | None | False | 13885.6935 | 0 | | 3473814 | 124105 | None | 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 | 1342.86 | False | None | None | False | None | False | 668341.422 | 0 | | 3473815 | 124105 | None | 3.6 | 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 | 2230.0 | False | None | None | False | None | False | 1154359.5 | 0 | | 3473816 | 124105 | None | 16.10 | Construction of Granular Sub-Base by Mix in Place Method by providing well graded Gravel, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification. | Cum | 1498.35 | 1498.35 | 1400.0 | False | None | None | False | None | False | 2097690.0 | 0 | | 3473817 | 124105 | None | 4.14 | Water Bound MacadamProviding, 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.A By Manual Means(i) Grading-I (63 mm to 45 mm)(a) Using Screening Crushable type such as Moorum or Gravel | Cum | 2272.2 | 2272.2 | 399.0 | False | None | None | False | None | False | 906607.8 | 0 | | 3473818 | 124105 | None | 4.14 | Water Bound Macadam 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.A By Manual Means (ii) Grading-II (53 mm to 22.4 mm)(b) Using Screening Type B (11.2mm agg) | Cum | 2526.3 | 2526.3 | 459.0 | False | None | None | False | None | False | 1159571.7 | 0 | | 3473819 | 124105 | None | 5.1 | 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 0.70 kg/m2 using mechanical means. | Sqm | 43.05 | 43.05 | 5250.0 | False | None | None | False | None | False | 226012.5 | 0 | | 3473820 | 124105 | None | 5.4 | Tack coat on Granular surface treated with primer Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface. | Sqm | 14.7 | 14.7 | 5250.0 | False | None | None | False | None | False | 77175.0 | 0 | | 3473821 | 124105 | None | 8.16 | Mix Seal Surfacing Providing, laying and rolling of Close-Graded Premix Carpet (OGPC) surfacing material by Manual Means of 20 mm thickness composed 13.2 mm to 0.9 mm (Type-B) aggregates using VG30 bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification | Cum | 184.8 | 184.8 | 5250.0 | False | None | None | False | None | False | 970200.0 | 0 | | 3473822 | 124105 | None | 8.16 | Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc
(ii) Ordinary kilometer stone (precast) each 2,927.00 | No | 3073.35 | 3073.35 | 3.0 | False | None | None | False | None | False | 9220.05 | 0 | | 3473823 | 124105 | None | 8.16 | Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc
(iii) 200 m stone (precast) each 842.00 | Nos | 884.1 | 884.1 | 7.0 | False | None | None | False | None | False | 6188.7 | 0 | | 3473824 | 124105 | None | 8.18 | Boundary pillar / Guard Stone Reinforced cement concrete M15 grade boundary pillars of
standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting | No | 785.4 | 785.4 | 25.0 | False | None | None | False | None | False | 19635.0 | 0 | | 3473825 | 124105 | None | 8.13 | Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work
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 Up to 10 cm in width | Sqm | 180.6 | 180.6 | 280.0 | False | None | None | False | None | False | 50568.0 | 0 | | 3473826 | 124105 | None | 8.5 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 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:67:2022. 60 cm equilateral triangle | Nos | 3754.8 | 3754.8 | 6.0 | False | None | None | False | None | False | 22528.8 | 0 | | 3473827 | 124105 | None | 8.54 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long
painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 | No | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 | | 3473828 | 124105 | None | 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. | Each | 383.25 | 383.25 | 800.0 | False | None | None | False | None | False | 306600.0 | 0 | | 3473829 | 124105 | None | 16.27 | Providing and constructing un-reinforced plain cement
concrete pavement, thickness as per design, over a prepared
sub base, with 43 grade cement or any other type as per
Clause 1501.2.2 M20 (Grade), coarse and fine aggregates
conforming to IS:383:2016, maximum size of coarse
aggregate not exceeding 25 mm, mixed in a concrete mixer
of not less than 0.2 cum capacity and appropriate weigh
batcher using approved mix design, laid in approved fixed
side formwork (steel channel, laying and fixing of 125 micron
thick polythene film, wedges, steel plates including levelling
the formwork as per drawing), spreading the concrete with
shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including
construction joints, , primer, sealant , curing of concrete
slabs for 14-days, and water finishing to lines and grade as
per drawing and technical specification clause 1501 with all
lead, lifts, loading & unloading charges, cost and conveyance
of all materials, labour, equipments etc., complete. as per the
directions of the Engineer-in-charge of the work. | Cum | 6692.7 | 6692.7 | 120.0 | False | None | None | False | None | False | 803124.0 | 0 |
| | 1720416364000 | 0 | None | None | Roads | Construction of Hard Passage at 0.20 Km | 307424.38 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3473830 | 124106 | None | 1.4.1 | Earth work excavation by manual means for drains,canals and similar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work In all kinds of soils Depth upto 1.5 m | Cum | 254.1 | 254.1 | 14.4 | False | None | None | False | None | False | 3659.04 | 0 | | 3473831 | 124106 | None | 2.1.2 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5947.2 | 5947.2 | 10.44 | False | None | None | False | None | False | 62088.768 | 0 | | 3473832 | 124106 | None | 2.2.1 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished
layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7129.46 | 7129.46 | 16.56 | False | None | None | False | None | False | 118063.8576 | 0 | | 3473833 | 124106 | None | 2.11.a | 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. Buildings | Tonne | 82961.55 | 82961.55 | 1.49 | False | None | None | False | None | False | 123612.7095 | 0 |
| | 1720416364000 | 0 | None | None | Roads | Construction of Hard Passage at 1.45 Km | 307424.38 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3473834 | 124107 | None | 1.4.1 | Earth work excavation by manual means for drains,canals and similar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work In all kinds of soils Depth upto 1.5 m | Cum | 254.1 | 254.1 | 14.4 | False | None | None | False | None | False | 3659.04 | 0 | | 3473835 | 124107 | None | 2.1.2 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5947.2 | 5947.2 | 10.44 | False | None | None | False | None | False | 62088.768 | 0 | | 3473836 | 124107 | None | 2.2.1 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished
layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7129.46 | 7129.46 | 16.56 | False | None | None | False | None | False | 118063.8576 | 0 | | 3473837 | 124107 | None | 2.11.a | 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. Buildings | Tonne | 82961.55 | 82961.55 | 1.49 | False | None | None | False | None | False | 123612.7095 | 0 |
| | 1720416364000 | 0 | None | None | Roads | Construction of HPC1000 mm Dia | 183793.9 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3473838 | 124108 | None | 1.4.1 | Earth work excavation by manual means for drains,canals and similar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work In all kinds of soils Depth upto 1.5 m | Cum | 254.1 | 254.1 | 7.2 | False | None | None | False | None | False | 1829.52 | 0 | | 3473839 | 124108 | None | 2.1.2 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5947.2 | 5947.2 | 0.9 | False | None | None | False | None | False | 5352.48 | 0 | | 3473840 | 124108 | None | 2.2.1 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished
layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 8911.82 | 8911.82 | 7.74 | False | None | None | False | None | False | 68977.4868 | 0 | | 3473841 | 124108 | None | 2.11.a | 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. Buildings | Tonne | 82961.55 | 82961.55 | 0.542 | False | None | None | False | None | False | 44965.1601 | 0 | | 3473842 | 124108 | None | 16.15 | Providing and Laying Reinforced Cement Concrete Pipe NP2 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.a. 120 | Rmtr | 8355.9 | 8355.9 | 7.5 | False | None | None | False | None | False | 62669.25 | 0 |
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