tenderSubEstimateList | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
---|
1726906936000 | 0 | None | None | Roads | Construction of Road | 3960461.73 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
4046779 | 157072 | None | code01 | Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means. with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments, HOM of machinary and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. | Sqm | 50.0 | 50.0 | 4500.0 | False | None | None | False | None | False | 225000.0 | 0 | 4046780 | 157072 | None | code02 | Compacting original ground supporting embankment : 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 with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments, HOM of machinary and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. | Cum | 105.0 | 105.0 | 675.0 | False | None | None | False | None | False | 70875.0 | 0 | 4046781 | 157072 | None | code03 | Surface Drains in Soil : 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. Manual Means with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments, HOM of machinary and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. | Rmtr | 148.0 | 148.0 | 1000.0 | False | None | None | False | None | False | 148000.0 | 0 | 4046782 | 157072 | None | code04 | 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. with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments, HOM of machinary and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. | Cum | 474.0 | 474.0 | 666.0 | False | None | None | False | None | False | 315684.0 | 0 | 4046783 | 157072 | None | code05 | Stabilized Sub-base / Base: Providing, Laying, Spreading and Compacting in-situ/borrow area soil of CBR 5% mixed with 30% crushed aggregate / moorum / GSB Grade 2 as per mix design.Application: (1) Rip and loosen soil with excavator /tractor operated ripper and scarify with tractor operated rotavator to achieve desired thickness. Mix aggregates as per mix design with rotavator. (2) Spread Cement 3% by weight of soil aggregate mix and mix with tractor operated rotavator. (3) Prepare and apply 1 kg /cum organosilane Nanotechnology(Terrasil) and 1 kg/cum acrylic copolymer mixed in OMC water (1000 ppm TDS) on loose mix . Scarify the treated mix with rotavator.(4).Compact the stabilized soil-aggregate-cement base with 8 to 10 tonne vibratory roller to achieve the desired density and thickness.Rates include all material, labour, usage charges of machinery etc. as per MoRD with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments, HOM of machinary and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. | Cum | 2853.0 | 2853.0 | 387.0 | False | None | None | False | None | False | 1104111.0 | 0 | 4046784 | 157072 | None | code06 | 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 3 wheeled steel/ 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. Mechanical Means : (53 mm to 22.4 mm) : Using Screening Type B (11.2mm agg). with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments, HOM of machinary and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. | Cum | 2453.0 | 2453.0 | 303.75 | False | None | None | False | None | False | 745098.75 | 0 | 4046785 | 157072 | None | code07 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments, HOM of machinary and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. | Cum | 6754.0 | 6754.0 | 16.87 | False | None | None | False | None | False | 113939.98 | 0 | 4046786 | 157072 | None | code08 | 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 0.70kg/m2 using mechanical means. with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments, HOM of machinary and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. | Sqm | 41.0 | 41.0 | 3440.0 | False | None | None | False | None | False | 141040.0 | 0 | 4046787 | 157072 | None | code09 | 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 the prepared bituminous surface cleaned with mechanical broom with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments, HOM of machinary and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. | Sqm | 14.0 | 14.0 | 3440.0 | False | None | None | False | None | False | 48160.0 | 0 | 4046788 | 157072 | None | code10 | Mix Seal Surfacing : Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using VG-30 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 Clause 507.Type B by Manual Means using VG-30 Bitumen with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments, HOM of machinary and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. | Sqm | 227.0 | 227.0 | 3440.0 | False | None | None | False | None | False | 780880.0 | 0 | 4046789 | 157072 | None | code11 | Seal Coat : Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats with bituminous binder VG-30 Case - I : Type A Premix Seal coat with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments, HOM of machinary and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. | Sqm | 75.0 | 75.0 | 3440.0 | False | None | None | False | None | False | 258000.0 | 0 | 4046790 | 157072 | None | code12 | Providing and Fixing 'Logo Board ' of PMGSY at Starting Point : Providing and fixing of typical Logo board as per specifications and drawing. Two ACP Sheet of 3mm thick, top and Bottom plate duly welded/bolted with MS Square angle 25mm x25mmx 5mm size on back and on the edges. The Top and Bottom plate will be welded/ bolted to 1 nos75x75x6 mm square Hallow section duly embedded in cement concrete M15 Grade of 600*600*600 mm, 450 mm below ground level.Retro- Reflecting Sheet as per IRC:67 Clause 1701.3.8.1 fixed over aluminium sheeting.All sections of steel tube will be painted with primer and two coats of epoxy paint as per drawing. with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments, HOM of machinary and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. | No | 9673.0 | 9673.0 | 1.0 | False | None | None | False | None | False | 9673.0 | 0 |
| 1726906936000 | 0 | None | None | Roads | Construction of Drain | 258542.4 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
4046791 | 157073 | None | code01 | Earth work in surface excavation for stripping, seating of bund, Road way by manual means for lowering & levelling the ground for all works other than foundation & depth in Ordinary rock and soft rock upto 300mm depth as per drawing and technical specifications, including setting out, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling 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, usage& other appurtenances required to complete the work with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments, HOM of machinary and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. | Cum | 575.0 | 575.0 | 42.3 | False | None | None | False | None | False | 24322.5 | 0 | 4046792 | 157073 | None | code02 | 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 1:4:8( M5) Using 40 mm and down size graded crushed coarse aggregates with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments, HOM of machinary and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. | Cum | 5832.0 | 5832.0 | 3.85 | False | None | None | False | None | False | 22453.2 | 0 | 4046793 | 157073 | None | code03 | 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 1106. 1000 mm dia, with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments, HOM of machinary and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. | m | 7958.0 | 7958.0 | 15.0 | False | None | None | False | None | False | 119370.0 | 0 | 4046794 | 157073 | None | code04 | Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments, HOM of machinary and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. | Cum | 6618.0 | 6618.0 | 12.15 | False | None | None | False | None | False | 80408.7 | 0 | 4046795 | 157073 | None | code05 | Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) to brick/stone masonary 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. with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments, HOM of machinary and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. | Sqm | 333.0 | 333.0 | 36.0 | False | None | None | False | None | False | 11988.0 | 0 |
|
|
---|