tenderSubEstimateList | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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1721301715000 | 0 | None | None | Roads | DETAILED ESTIMATE OF CIVIL WORK | 35244233.74 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3543662 | 127957 | None | V-3 P.No.9, I.No.2.5(ii) A of PWD S.R 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 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 ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | 100 Sqm | 477.65 | 477.65 | 116.42 | False | None | None | False | None | False | 55608.013 | 0 | 3543663 | 127957 | None | Vol 2 P.No.189, I.No.19.24 PWD S.R 2023-24 | Dismantling stone slab flooring laid in cement mortar including stacking
of serviceable material and disposal of unserviceable material to the
appropriate disposal area as per direction of Engineer-in-charge. ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Sqm | 219.99 | 219.99 | 5602.5 | False | None | None | False | None | False | 1232493.975 | 0 | 3543664 | 127957 | None | V-1 P.No.8, I.No.1.12 of PWD S.R 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. ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 115.46 | 115.46 | 3495.93 | False | None | None | False | None | False | 403640.0778 | 0 | 3543665 | 127957 | None | V-1 P.No.5, I.No.1.4 of PWD S.R 2023-24 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar 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. ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 294.13 | 294.13 | 195.84 | False | None | None | False | None | False | 57602.4192 | 0 | 3543666 | 127957 | None | V-1 P.No.15, I.No. 2.1.3 of PWD S.R 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 ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 7279.03 | 7279.03 | 527.13 | False | None | None | False | None | False | 3836995.0839 | 0 | 3543667 | 127957 | None | V-1 P.No.16, I.No. 2.4.3 of PWD S.R 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/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.-M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 7700.77 | 7700.77 | 2050.12 | False | None | None | False | None | False | 15787502.5924 | 0 | 3543668 | 127957 | None | V-1 P.No.16, I.No. 2.5.2 of PWD S.R 2023-24 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. -M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 8316.98 | 8316.98 | 95.92 | False | None | None | False | None | False | 797764.7216 | 0 | 3543669 | 127957 | None | V-1 P.No.18, I.No.2.11 H of PWD S.R 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.-All other type of structures ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | MT | 96029.97 | 96029.97 | 61.17 | False | None | None | False | None | False | 5874153.2649 | 0 | 3543670 | 127957 | None | V-2 P.No.9, I.No.5.4 of PWD S.R 2023-24 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 7765.19 | 7765.19 | 48.96 | False | None | None | False | None | False | 380183.7024 | 0 | 3543671 | 127957 | None | V-1 P.No.15, I.No.2.1.4 of PWD S.R 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 20 mm nominal size graded crushed coarse aggregates ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 7556.14 | 7556.14 | 9.79 | False | None | None | False | None | False | 73974.6106 | 0 | 3543672 | 127957 | None | V-3 P.No.17, I.No.3.6 of PWD S.R 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 ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Sqm | 599.19 | 599.19 | 2580.94 | False | None | None | False | None | False | 1546473.4386 | 0 | 3543673 | 127957 | None | V-5 P.No.17, I.No.9.1.9 of PWD S.R 2023-24 | Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used.For :HDPE PE 80 PN 6.0-200 mm ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Mtr | 1748.96 | 1748.96 | 147.0 | False | None | None | False | None | False | 257097.12 | 0 | 3543674 | 127957 | None | V-2 P.No.84, I.No. 11.25.2 of PWD S.R 2023-24 | Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-inCharge. ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Mtr | 165.29 | 165.29 | 490.0 | False | None | None | False | None | False | 80992.1 | 0 | 3543675 | 127957 | None | V-3 P.No.74, I.No.8.42.7 of PWD S.R 2023-24 | Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra)-300 x 300 x 150 mm size ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Sqm | 456.99 | 456.99 | 5124.42 | False | None | None | False | None | False | 2341808.6958 | 0 | 3543676 | 127957 | None | V-3 P.No.66, I.No.8.10 of PWD S.R 2023-24 | Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 132.48 | 132.48 | 1537.33 | False | None | None | False | None | False | 203665.4784 | 0 | 3543677 | 127957 | None | V-3 P.No.23, I.No.4.1 V of PWD S.R 2023-24 | Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete
as per clause 401 (v) For Grading -V Material ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 3022.7 | 3022.7 | 109.62 | False | None | None | False | None | False | 331348.374 | 0 | 3543678 | 127957 | None | V-3 P.No.51, I.No.6.8.1 of PWD S.R 2023-24 | Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of pproved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of ngineer-incharge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification) ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Sqm | 1298.05 | 1298.05 | 1461.63 | False | None | None | False | None | False | 1897268.8215 | 0 | 3543679 | 127957 | None | V-6 P.No.2, I.No.1.1.4 of PWD S.R 2023-24 | Supplying heavy gaugePVC conduit pipe ....... dia .......mmthick confirming to IS 2509 with suitable size bends, junction boxes, adhesive pasteetc , andfixingusinginvertedwoodplugs incaseof RCCceilingandRCCwall/ stonestructureor rawl plugs incaseof brickwalls andcement plastering thedamagedportionusingheavy gauge saddles at an interval of 700mm using NF screws. 40 mm dia 2.5 mm thic ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | m | 175.82 | 175.82 | 487.21 | False | None | None | False | None | False | 85661.2622 | 0 |
| 1721301715000 | 0 | None | None | Roads | DETAILED ESTIMATE OF ALSPHALT ROAD WORK | 45506010.5 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3543680 | 127958 | None | V-1 P.No.8, I.No.1.12 of PWD S.R 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. ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 115.46 | 115.46 | 3278.47 | False | None | None | False | None | False | 378532.1462 | 0 | 3543681 | 127958 | None | V-3 P.No.23, I.No.4.1 V of PWD S.R 2023-24 | Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete
as per clause 401 (v) For Grading -V Material ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 3022.7 | 3022.7 | 3327.31 | False | None | None | False | None | False | 10057459.937 | 0 | 3543682 | 127958 | None | V-3 P.No.26, I.No.4.17 of PWD S.R 2023-24 | 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. (Page No. 24, Sl No4.27A . PWD SR 2023-24) ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 3110.21 | 3110.21 | 4990.98 | False | None | None | False | None | False | 15522995.9058 | 0 | 3543683 | 127958 | None | V-3 P.No.31, I.No.5.1 of PWD S.R 2023-24 | Prime Coat over WMM/WBM-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 ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Sqm | 49.83 | 49.83 | 21856.4 | False | None | None | False | None | False | 1089104.412 | 0 | 3543684 | 127958 | None | V-3 P.No.43, I.No.5.33 of PWD S.R 2023-24 | Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on GranularSurface. ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Sqm | 18.23 | 18.23 | 21856.4 | False | None | None | False | None | False | 398442.172 | 0 | 3543685 | 127958 | None | V-3 P.No.32, I.No.5.8 A of PWD S.R 2023-24 | 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(vol-3 i.no-5.8(c) p.no.33) ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 9303.15 | 9303.15 | 1092.81 | False | None | None | False | None | False | 10166575.3515 | 0 | 3543686 | 127958 | None | V-3 P.No.43, I.No.5.31 of PWD S.R 2023-24 | 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. ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 12338.74 | 12338.74 | 546.4 | False | None | None | False | None | False | 6741887.536 | 0 | 3543687 | 127958 | None | V-3 P.No.67, I.No.8.15 of PWD S.R 2023-24 | Road marking with hot applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level,
uniform and free from streaks and holes. ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Sqm | 644.16 | 644.16 | 760.4 | False | None | None | False | None | False | 489819.264 | 0 | 3543688 | 127958 | None | V-3 P.No.74, I.No.8.43 of PWD S.R 2023-24 | 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 ontractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Sqm | 443.62 | 443.62 | 762.0 | False | None | None | False | None | False | 338038.44 | 0 | 3543689 | 127958 | None | V-3 P.No.63, I.No.8.5 A (IV) of PWD S.R 2023-24 | Retro-Reflectorised Traffic Signs- 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, mm/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 ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Each | 4346.27 | 4346.27 | 29.0 | False | None | None | False | None | False | 126041.83 | 0 | 3543690 | 127958 | None | V-3 P.No.65, I.No.8.7 of PWD S.R 2023-24 | Direction and Place identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 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 xceeding 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 ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Each | 10950.75 | 10950.75 | 18.0 | False | None | None | False | None | False | 197113.5 | 0 |
| 1721301715000 | 0 | None | None | Roads | DETAILED ESTIMATE OF CC ROAD | 9052916.93 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3543691 | 127959 | None | V-1 P.No.8, I.No.1.12 of PWD S.R 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. ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 115.46 | 115.46 | 470.59 | False | None | None | False | None | False | 54334.3214 | 0 | 3543692 | 127959 | None | V-3 P.No.23, I.No.4.1 V of PWD S.R 2023-24 | Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete
as per clause 401 (v) For Grading -V Material ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 3022.7 | 3022.7 | 313.72 | False | None | None | False | None | False | 948281.444 | 0 | 3543693 | 127959 | None | V-3 P.No.49, I.No.6.1 of PWD S.R 2023-24 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 5979.77 | 5979.77 | 313.72 | False | None | None | False | None | False | 1875973.4444 | 0 | 3543694 | 127959 | None | V-3 P.No.51, I.No.6.6 of PWD S.R 2023-24 | Plain Cement Pavement Quality M30 grade Concrete (RMC) with oPC & GGBS laid without Paver Construction of un-reinforced plain cement concrete pavement using RMC M-30 grade with OPC @ 270 kg/m3 and GGBS@ 90 kg/m3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared sub base. The superplastisiser confirming to IS 9103-1999 Reaffirmed-2008,Coarse aggregates and Fine aggregate confirming to IS:383-2016, transported to site, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work). Spreading the concrete with shovels, rackers and compacted using needle, suitable plate vibrator and finished in a continuous operation including provision of separation membrane and Hessian cloth finishing to lines and grades complete including cost of all materials, labour, all lead & lift, loading charges as per specification & direction of Engineer - incharge of the work. (Groove cutting shall be paid seperately) ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 8233.12 | 8233.12 | 627.44 | False | None | None | False | None | False | 5165788.8128 | 0 | 3543695 | 127959 | None | V-3 P.No.161, I.No.10 of PWD S.R 2023-24 | Crack Groove Cutting: Groove shall be cut using hand held electrically operated concrete cutting machine of size of 50 mm wide and 75 mm deep on each side of the crack to form as "V" groove all along the crack to fill the polyester resin/ Epoxy putty (horizontal and vertical cracks). After the groove cutting, the concrete shall be removed from the groove using the pneumatic concrete chipping machine to form "V" groove. The item includes the cost of hire charges for all machineries, tools and barges and all labour charges etc., complete ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 911.55 | 911.55 | 1106.4 | False | None | None | False | None | False | 1008538.92 | 0 |
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