| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1722856714000 | 0 | None | None | Roads | Construction of Road And Median | 27413607.74 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3694098 | 135813 | 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. | Cum | 99.75 | 99.75 | 814.8 | False | None | None | False | None | False | 81276.3 | 0 | | 3694099 | 135813 | None | 1.15.1 | 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 ordinary/soft rock without blasting upto 1.5 m depth | Cum | 381.05 | 381.05 | 900.0 | False | None | None | False | None | False | 342945.0 | 0 | | 3694100 | 135813 | 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 | 651.84 | False | None | None | False | None | False | 81447.408 | 0 | | 3694101 | 135813 | None | 3.5 | 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. | Sqm | 497.7 | 497.7 | 642.66 | False | None | None | False | None | False | 319851.882 | 0 | | 3694102 | 135813 | None | 3.7 | Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead. | Sqm | 6.3 | 6.3 | 4288.0 | False | None | None | False | None | False | 27014.4 | 0 | | 3694103 | 135813 | 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 | 670.8 | False | None | None | False | None | False | 73955.7 | 0 | | 3694104 | 135813 | None | 4.2 | Plant Mix Place Method Construction of Granular Sub-Base of required grading as per design mixing 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 power roller to achieve the desired density, complete as per clause 401 (v) For Grading -V Material | Cum | 2476.95 | 2476.95 | 1554.4 | False | None | None | False | None | False | 3850171.08 | 0 | | 3694105 | 135813 | None | 4.17 | A 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. | Cum | 2686.95 | 2686.95 | 2254.0 | False | None | None | False | None | False | 6056385.3 | 0 | | 3694106 | 135813 | None | 5.1 | A 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 0.90 kg per m2 using mechanical means | Sqm | 43.05 | 43.05 | 9016.0 | False | None | None | False | None | False | 388138.8 | 0 | | 3694107 | 135813 | None | 5.3 | Tack coat on Bituminous surface Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on Granular Surface | Sqm | 14.7 | 14.7 | 10865.0 | False | None | None | False | None | False | 159715.5 | 0 | | 3694108 | 135813 | None | 5.12 | Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. | Cum | 9921.45 | 9921.45 | 651.9 | False | None | None | False | None | False | 6467793.255 | 0 | | 3694109 | 135813 | None | 5.16 | Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects | Cum | 11501.7 | 11501.7 | 325.95 | False | None | None | False | None | False | 3748979.115 | 0 | | 3694110 | 135813 | None | 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 | 713.8 | False | None | None | False | None | False | 369498.57 | 0 | | 3694111 | 135813 | None | 8.8 | Direction and Place Identification Signs with size more than 0.9 m2 size Board. Providing and erecting direction and place identification retro reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area 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 foundation 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 | 0.72 | False | None | None | False | None | False | 7334.712 | 0 | | 3694112 | 135813 | None | 8.6.i | 0.72 Sqm 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, 120 cm equilateral triangle | Each | 6667.5 | 6667.5 | 4.0 | False | None | None | False | None | False | 26670.0 | 0 | | 3694113 | 135813 | None | 8.6.ii | 0.72 Sqm 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, 90 cm equilateral triangle. | Each | 4985.4 | 4985.4 | 4.0 | False | None | None | False | None | False | 19941.6 | 0 | | 3694114 | 135813 | None | 8.6.iii | 0.72 Sqm 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, 120 cm circular. | Each | 9789.15 | 9789.15 | 4.0 | False | None | None | False | None | False | 39156.6 | 0 | | 3694115 | 135813 | None | 8.6.iv | 0.72 Sqm 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.
90 cm circular | Each | 6741.0 | 6741.0 | 4.0 | False | None | None | False | None | False | 26964.0 | 0 | | 3694116 | 135813 | None | 8.16 | Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings. | No | 2122.05 | 2122.05 | 9.0 | False | None | None | False | None | False | 19098.45 | 0 | | 3694117 | 135813 | None | 8.15 | 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 | Sqm | 556.5 | 556.5 | 351.6 | False | None | None | False | None | False | 195665.4 | 0 | | 3694118 | 135813 | None | 8.29 | Cable Duct Across the Road Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills,constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance Cable Duct Across the Road | m | 2117.85 | 2117.85 | 125.0 | False | None | None | False | None | False | 264731.25 | 0 | | 3694119 | 135813 | 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) 19 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. | No | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 | | 3694120 | 135813 | 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. | No | 383.25 | 383.25 | 400.0 | False | None | None | False | None | False | 153300.0 | 0 | | 3694121 | 135813 | None | 2.21 | Dismantling of Kerb Stone Dismantling kerb stone by manual means and disposal of dismantled material with all lifts and lead | m | 23.1 | 23.1 | 800.0 | False | None | None | False | None | False | 18480.0 | 0 | | 3694122 | 135813 | None | 2.1.6 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates. | Cum | 6555.15 | 6555.15 | 48.0 | False | None | None | False | None | False | 314647.2 | 0 | | 3694123 | 135813 | None | 2.2.1 | Providing and laying in position Reinforced 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, includingall 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. (The 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. | Cum | 6601.35 | 6601.35 | 30.4 | False | None | None | False | None | False | 200681.04 | 0 | | 3694124 | 135813 | None | S.no 7 | Additionalities for Form Work and Centring, & Scaffolding charges | Cum | 330.07 | 330.07 | 30.4 | False | None | None | False | None | False | 10034.128 | 0 | | 3694125 | 135813 | None | 5.4 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) | Sqm | 6708.45 | 6708.45 | 243.2 | False | None | None | False | None | False | 1631495.04 | 0 | | 3694126 | 135813 | None | 8.19.1 | Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge. | Sqm | 267.75 | 267.75 | 480.0 | False | None | None | False | None | False | 128520.0 | 0 | | 3694127 | 135813 | None | 11.34A | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding | Kg | 176.4 | 176.4 | 12600.0 | False | None | None | False | None | False | 2222640.0 | 0 | | 3694128 | 135813 | None | 8.33.3 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 145.95 | 145.95 | 1080.0 | False | None | None | False | None | False | 157626.0 | 0 |
| | 1722856714000 | 0 | None | None | Roads | Construction of Drain | 5536982.72 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3694129 | 135814 | None | 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. | Cum | 107.1 | 107.1 | 907.2 | False | None | None | False | None | False | 97161.12 | 0 | | 3694130 | 135814 | None | 2.1.6 | 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 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates. | Cum | 6555.15 | 6555.15 | 75.6 | False | None | None | False | None | False | 495569.34 | 0 | | 3694131 | 135814 | None | 2.2.1 | Providing and laying in position Reinforced 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, includingall 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. (The 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 . M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6601.35 | 6601.35 | 359.1 | False | None | None | False | None | False | 2370544.785 | 0 | | 3694132 | 135814 | None | sl.no.4 | Additionalities for Form Work and Centring, & Scaffolding charges for Drain | Cum | 2310.47 | 2310.47 | 359.1 | False | None | None | False | None | False | 829689.777 | 0 | | 3694133 | 135814 | None | 2.11 | Supplying, Fitting and Placing TMT Fe550 bar Reinforcement in sub-structure complete as per Drawing and Technical Specifications. | Tonne | 82961.55 | 82961.55 | 21.022 | False | None | None | False | None | False | 1744017.7041 | 0 |
| | 1722856714000 | 0 | None | None | Roads | Construction of CD | 1534798.58 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3694134 | 135815 | None | 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. | Cum | 107.1 | 107.1 | 183.6 | False | None | None | False | None | False | 19663.56 | 0 | | 3694135 | 135815 | None | 2.1.6 | 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 1:2:4 Using 20mm nominal size graded crushed coarse aggregates. | Cum | 6555.15 | 6555.15 | 15.3 | False | None | None | False | None | False | 100293.795 | 0 | | 3694136 | 135815 | None | 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 | Cum | 6639.15 | 6639.15 | 97.16 | False | None | None | False | None | False | 645059.814 | 0 | | 3694137 | 135815 | None | Addendem-1 P.No:111 | Centering & Shuttering charges for cross drainage(@5%) | Cum | 331.96 | 331.96 | 97.16 | False | None | None | False | None | False | 32253.2336 | 0 | | 3694138 | 135815 | None | 2.11 | Supplying, Fitting and Placing TMT Fe550 bar Reinforcement in sub-structure complete as per Drawing and Technical Specifications. | Tonne | 82961.55 | 82961.55 | 8.89 | False | None | None | False | None | False | 737528.1795 | 0 |
| | 1722856714000 | 0 | None | None | Roads | Maintenance For Third Year | 166052.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3694139 | 135816 | None | 10.5 | Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm (using VG-30 Grade Bitumen) Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 | Sqm | 500.98 | 500.98 | 100.0 | False | None | None | False | None | False | 50098.0 | 0 | | 3694140 | 135816 | None | 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 | 579.77 | 579.77 | 200.0 | False | None | None | False | None | False | 115954.0 | 0 |
| | 1722856714000 | 0 | None | None | Roads | Maintenance For Fourth Year | 223870.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3694141 | 135817 | None | 10.5 | Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm (using VG-30 Grade Bitumen) Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 | Sqm | 518.87 | 518.87 | 200.0 | False | None | None | False | None | False | 103774.0 | 0 | | 3694142 | 135817 | None | 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 | 600.48 | 600.48 | 200.0 | False | None | None | False | None | False | 120096.0 | 0 |
| | 1722856714000 | 0 | None | None | Roads | Maintenance For Fifth Year | 285264.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3694143 | 135818 | None | 10.5 | Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm (using VG-30 Grade Bitumen) Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 | Sqm | 536.76 | 536.76 | 300.0 | False | None | None | False | None | False | 161028.0 | 0 | | 3694144 | 135818 | None | 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 | 621.18 | 621.18 | 200.0 | False | None | None | False | None | False | 124236.0 | 0 |
| | 1722856714000 | 0 | None | None | Roads | Shifting of Electricity Poles | 2677534.46 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3694145 | 135819 | None | 1.0 | 200105-RCC Pole-9.0M Long,145 kg WL | No | 7429.8 | 7429.8 | 15.0 | False | None | None | False | None | False | 111447.0 | 0 | | 3694146 | 135819 | None | 2.0 | Erection of RCC/PSC poles 9 to 10 mtr long but in a pit of 1.8 mtr depth | No | 1168.65 | 1168.65 | 15.0 | False | None | None | False | None | False | 17529.75 | 0 | | 3694147 | 135819 | None | 3.0 | Hard Soil | No | 1188.6 | 1188.6 | 15.0 | False | None | None | False | None | False | 17829.0 | 0 | | 3694148 | 135819 | None | 4.0 | Loading & unloading of 9 mtr RCC/PSC poles | No | 149.1 | 149.1 | 15.0 | False | None | None | False | None | False | 2236.5 | 0 | | 3694149 | 135819 | None | 5.0 | Releasing Of Hard Soil | No | 1069.74 | 1069.74 | 18.0 | False | None | None | False | None | False | 19255.32 | 0 | | 3694150 | 135819 | None | 6.0 | Releasing Of RCC/PSC poles 9 to 10 mtr long but in a pit of 1.8 mtr depth | No | 1051.79 | 1051.79 | 18.0 | False | None | None | False | None | False | 18932.22 | 0 | | 3694151 | 135819 | None | 7.0 | 200120-Pre-Stressed Tubular Spun Pole | No | 18587.1 | 18587.1 | 8.0 | False | None | None | False | None | False | 148696.8 | 0 | | 3694152 | 135819 | None | 8.0 | Erection of 11mtr long Concrete spun pole in a pit of 2.5 mtr depth. | No | 2671.2 | 2671.2 | 8.0 | False | None | None | False | None | False | 21369.6 | 0 | | 3694153 | 135819 | None | 9.0 | Ordinary Soil | No | 2000.25 | 2000.25 | 8.0 | False | None | None | False | None | False | 16002.0 | 0 | | 3694154 | 135819 | None | 10.0 | 27901205-11 kV Horizontal cross arm wit | No | 678.3 | 678.3 | 66.0 | False | None | None | False | None | False | 44767.8 | 0 | | 3694155 | 135819 | None | 11.0 | Fixing of V-Shape/Horizontal cross arm including single top support Braces and Insulators fixing. | No | 269.85 | 269.85 | 66.0 | False | None | None | False | None | False | 17810.1 | 0 | | 3694156 | 135819 | None | 12.0 | Releasing Of Fixing of V-Shape/Horizontal cross arm including single top support Braces and Insulators fixing. | No | 242.87 | 242.87 | 40.0 | False | None | None | False | None | False | 9714.8 | 0 | | 3694157 | 135819 | None | 13.0 | 27901220-Stud pole guy using 8 Mtr Long | No | 4068.31 | 4068.31 | 4.0 | False | None | None | False | None | False | 16273.24 | 0 | | 3694158 | 135819 | None | 14.0 | Hard Soil | No | 1056.3 | 1056.3 | 4.0 | False | None | None | False | None | False | 4225.2 | 0 | | 3694159 | 135819 | None | 15.0 | Releasing Of Hard Soil | No | 950.67 | 950.67 | 4.0 | False | None | None | False | None | False | 3802.68 | 0 | | 3694160 | 135819 | None | 16.0 | 2791002-DP Structure with 9 Mtrs RCC P | Set | 21974.4 | 21974.4 | 3.0 | False | None | None | False | None | False | 65923.2 | 0 | | 3694161 | 135819 | None | 17.0 | Hard Soil | No | 1188.6 | 1188.6 | 3.0 | False | None | None | False | None | False | 3565.8 | 0 | | 3694162 | 135819 | None | 18.0 | Releasing Of Hard Soil | Set | 1069.74 | 1069.74 | 4.0 | False | None | None | False | None | False | 4278.96 | 0 | | 3694163 | 135819 | None | 19.0 | Releasing Of Same as above using RCC poles 9 mtr to 10 mtr long | Set | 3906.63 | 3906.63 | 3.0 | False | None | None | False | None | False | 11719.89 | 0 | | 3694164 | 135819 | None | 20.0 | Same as above using RCC poles 9 mtr to 10 mtr long | No | 4340.7 | 4340.7 | 4.0 | False | None | None | False | None | False | 17362.8 | 0 | | 3694165 | 135819 | None | 21.0 | 283008-11kV, 5KN Composite/Polymeric | No | 215.25 | 215.25 | 90.0 | False | None | None | False | None | False | 19372.5 | 0 | | 3694166 | 135819 | None | 22.0 | 283045-11kV, 70kN Composte/Polymeric | No | 313.95 | 313.95 | 60.0 | False | None | None | False | None | False | 18837.0 | 0 | | 3694167 | 135819 | None | 23.0 | 284108-Rabbit ACSR Conductor | Mtr | 61.45 | 61.45 | 69.06 | False | None | None | False | None | False | 4243.737 | 0 | | 3694168 | 135819 | None | 24.0 | For Rabbit ACSR | Mtr | 4.58 | 4.58 | 4202.0 | False | None | None | False | None | False | 19245.16 | 0 | | 3694169 | 135819 | None | 25.0 | Releasing Of Rabbit ACSR | Mtr | 4.12 | 4.12 | 3060.0 | False | None | None | False | None | False | 12607.2 | 0 | | 3694170 | 135819 | None | 26.0 | a) Erection of 25-63 kVA Transformer on Transformer structure. | No | 1252.65 | 1252.65 | 3.0 | False | None | None | False | None | False | 3757.95 | 0 | | 3694171 | 135819 | None | 27.0 | a) Relesing of 25-63 kVA Transformer on Transformer structure. | No | 1127.39 | 1127.39 | 3.0 | False | None | None | False | None | False | 3382.17 | 0 | | 3694172 | 135819 | None | 28.0 | b) Erection of 100 kVA Transformer on Transformer structure. | No | 1669.5 | 1669.5 | 1.0 | False | None | None | False | None | False | 1669.5 | 0 | | 3694173 | 135819 | None | 29.0 | b) Relesing of 100 kVA Transformer on Transformer structure. | No | 1502.55 | 1502.55 | 1.0 | False | None | None | False | None | False | 1502.55 | 0 | | 3694174 | 135819 | None | 30.0 | c) Erection of 200-250 kVA Transformer on Transformer structure. | No | 2391.9 | 2391.9 | 1.0 | False | None | None | False | None | False | 2391.9 | 0 | | 3694175 | 135819 | None | 31.0 | c) Relesing of 200-250 kVA Transformer on Transformer structure. | No | 2152.71 | 2152.71 | 1.0 | False | None | None | False | None | False | 2152.71 | 0 | | 3694176 | 135819 | None | 32.0 | releasing of 25/63 kva TC complete set of SPM structure | No | 6708.45 | 6708.45 | 2.0 | False | None | None | False | None | False | 13416.9 | 0 | | 3694177 | 135819 | None | 33.0 | Releasing Of 3 Pole structure: 3 pole structure formed with 3 Nos 9 mtr RCC Pole with platform for mounting 100 to 500 kVA transformers as per approved Drawing including fixing structure materials, poles etc., complete. (excluding excavation c | No | 8147.79 | 8147.79 | 1.0 | False | None | None | False | None | False | 8147.79 | 0 | | 3694178 | 135819 | None | 34.0 | Releasing Of Fixing of 3 Nos lightning arrestors including wiring. | 3 KG | 112.46 | 112.46 | 3.0 | False | None | None | False | None | False | 337.38 | 0 | | 3694179 | 135819 | None | 35.0 | Releasing Of HG fuse 11 kv Solid core type(3 nos) | No | 223.97 | 223.97 | 5.0 | False | None | None | False | None | False | 1119.85 | 0 | | 3694180 | 135819 | None | 36.0 | 200105-RCC Pole-9.0M Long,145 kg WL | No | 7429.8 | 7429.8 | 6.0 | False | None | None | False | None | False | 44578.8 | 0 | | 3694181 | 135819 | None | 37.0 | Erection of RCC/PSC poles 9 to 10 mtr long but in a pit of 1.8 mtr depth | No | 1168.65 | 1168.65 | 6.0 | False | None | None | False | None | False | 7011.9 | 0 | | 3694182 | 135819 | None | 38.0 | Hard Soil | No | 1188.6 | 1188.6 | 6.0 | False | None | None | False | None | False | 7131.6 | 0 | | 3694183 | 135819 | None | 39.0 | Loading & unloading of 9 mtr RCC/PSC poles | No | 149.1 | 149.1 | 6.0 | False | None | None | False | None | False | 894.6 | 0 | | 3694184 | 135819 | None | 40.0 | Releasing Of Hard Soil | No | 1069.74 | 1069.74 | 6.0 | False | None | None | False | None | False | 6418.44 | 0 | | 3694185 | 135819 | None | 41.0 | Releasing Of RCC/PSC poles 9 to 10 mtr long but in a pit of 1.8 mtr depth | No | 1051.79 | 1051.79 | 6.0 | False | None | None | False | None | False | 6310.74 | 0 | | 3694186 | 135819 | None | 42.0 | 27901220-Stud pole guy using 8 Mtr Long | No | 4068.31 | 4068.31 | 6.0 | False | None | None | False | None | False | 24409.86 | 0 | | 3694187 | 135819 | None | 43.0 | Hard Soil | No | 1056.3 | 1056.3 | 6.0 | False | None | None | False | None | False | 6337.8 | 0 | | 3694188 | 135819 | None | 44.0 | 27911104-9 Mtr RCC DP Transformer Strct | Set | 39473.7 | 39473.7 | 2.0 | False | None | None | False | None | False | 78947.4 | 0 | | 3694189 | 135819 | None | 45.0 | Erection of pole 100 to 250 kVA with 9 mtrs. RCC pole | Set | 6261.15 | 6261.15 | 2.0 | False | None | None | False | None | False | 12522.3 | 0 | | 3694190 | 135819 | None | 46.0 | Hard Soil | No | 1188.6 | 1188.6 | 2.0 | False | None | None | False | None | False | 2377.2 | 0 | | 3694191 | 135819 | None | 47.0 | Releasing Of Hard Soil | No | 1069.74 | 1069.74 | 2.0 | False | None | None | False | None | False | 2139.48 | 0 | | 3694192 | 135819 | None | 48.0 | Releasing Of pole 100 to 250 kVA with 9 mtrs. RCC pole | No | 5635.04 | 5635.04 | 2.0 | False | None | None | False | None | False | 11270.08 | 0 | | 3694193 | 135819 | None | 49.0 | 2798001-Fish plate with necessary clam | No | 277.2 | 277.2 | 14.0 | False | None | None | False | None | False | 3880.8 | 0 | | 3694194 | 135819 | None | 50.0 | 280111-25/63kVA T.C.Sets | Set | 25490.85 | 25490.85 | 3.0 | False | None | None | False | None | False | 76472.55 | 0 | | 3694195 | 135819 | None | 51.0 | For 25/63 kVA on the existing 9 mtrs. RCC pole (square section(excluding erection of pole) | Set | 1794.45 | 1794.45 | 3.0 | False | None | None | False | None | False | 5383.35 | 0 | | 3694196 | 135819 | None | 52.0 | Releasing Of for 25/63 kVA on the existing 9 mtrs. RCC pole (square section) (excluding pole) | Set | 1615.01 | 1615.01 | 1.0 | False | None | None | False | None | False | 1615.01 | 0 | | 3694197 | 135819 | None | 53.0 | 281008-8 SWG G.I.Wire | Kg | 78.79 | 78.79 | 50.0 | False | None | None | False | None | False | 3939.5 | 0 | | 3694198 | 135819 | None | 54.0 | 281110-7/10 SWG Guy Wire | Kg | 81.09 | 81.09 | 25.0 | False | None | None | False | None | False | 2027.25 | 0 | | 3694199 | 135819 | None | 55.0 | 2811101-Guy with Complete set | Set | 1228.5 | 1228.5 | 12.0 | False | None | None | False | None | False | 14742.0 | 0 | | 3694200 | 135819 | None | 56.0 | a) Fixing of GUY Sets with break insulators making use of 7/3.15 mm (7/10 SWG) galvanised steel wire with turn buckle and anchoring arrangement as per approved drawing. (Excluding excavation of PIT) | Set | 279.3 | 279.3 | 12.0 | False | None | None | False | None | False | 3351.6 | 0 | | 3694201 | 135819 | None | 57.0 | Hard Soil | No | 660.45 | 660.45 | 12.0 | False | None | None | False | None | False | 7925.4 | 0 | | 3694202 | 135819 | None | 58.0 | 2811103-Earthing Materials Type for gr | No | 1815.45 | 1815.45 | 15.0 | False | None | None | False | None | False | 27231.75 | 0 | | 3694203 | 135819 | None | 59.0 | Earthing Materials type for grounding | No | 771.75 | 771.75 | 15.0 | False | None | None | False | None | False | 11576.25 | 0 | | 3694204 | 135819 | None | 60.0 | Hard Soil | No | 3139.5 | 3139.5 | 15.0 | False | None | None | False | None | False | 47092.5 | 0 | | 3694205 | 135819 | None | 61.0 | 283005-11kV Pin Insulator | No | 87.15 | 87.15 | 15.0 | False | None | None | False | None | False | 1307.25 | 0 | | 3694206 | 135819 | None | 62.0 | 283040-DISC Insulators 45kN | No | 535.5 | 535.5 | 15.0 | False | None | None | False | None | False | 8032.5 | 0 | | 3694207 | 135819 | None | 63.0 | 283055-11kV Pin Insulator (G.I Pin o | No | 69.3 | 69.3 | 15.0 | False | None | None | False | None | False | 1039.5 | 0 | | 3694208 | 135819 | None | 64.0 | 285507-PG clamps for rabit | No | 70.3 | 70.3 | 30.0 | False | None | None | False | None | False | 2109.0 | 0 | | 3694209 | 135819 | None | 65.0 | 288634-50 Sq mm (Al end terminals Lug | No | 9.45 | 9.45 | 40.0 | False | None | None | False | None | False | 378.0 | 0 | | 3694210 | 135819 | None | 66.0 | 288636-95 Sq mm (Al end terminals Lug | No | 15.75 | 15.75 | 20.0 | False | None | None | False | None | False | 315.0 | 0 | | 3694211 | 135819 | None | 67.0 | 288639-185 Sq mm (Al end terminals Lu | No | 40.95 | 40.95 | 30.0 | False | None | None | False | None | False | 1228.5 | 0 | | 3694212 | 135819 | None | 68.0 | 288641-240 Sq mm (Al end terminals Lu | No | 64.05 | 64.05 | 30.0 | False | None | None | False | None | False | 1921.5 | 0 | | 3694213 | 135819 | None | 69.0 | 289023-PVC Wire-4 Sq.mm | 100 Mtr | 1880.55 | 1880.55 | 20.0 | False | None | None | False | None | False | 37611.0 | 0 | | 3694214 | 135819 | None | 70.0 | 289029-PVC Wire-50 Sq.mm | Mtr | 67.4 | 67.4 | 80.0 | False | None | None | False | None | False | 5392.0 | 0 | | 3694215 | 135819 | None | 71.0 | 289031-PVC Wire-95 Sq.mm | m | 116.85 | 116.85 | 40.0 | False | None | None | False | None | False | 4674.0 | 0 | | 3694216 | 135819 | None | 72.0 | 289034-PVC Wire-185 Sq.mm | 100 Mtr | 212.35 | 212.35 | 60.0 | False | None | None | False | None | False | 12741.0 | 0 | | 3694217 | 135819 | None | 73.0 | 289034-PVC Wire-185 Sq.mm | 100 Mtr | 273.38 | 273.38 | 60.0 | False | None | None | False | None | False | 16402.8 | 0 | | 3694218 | 135819 | None | 74.0 | 301107-L.T.Protection kit | No | 2124.15 | 2124.15 | 7.0 | False | None | None | False | None | False | 14869.05 | 0 | | 3694219 | 135819 | None | 75.0 | Fixing of LT Protection Kit | No | 373.8 | 373.8 | 7.0 | False | None | None | False | None | False | 2616.6 | 0 | | 3694220 | 135819 | None | 76.0 | Releasing Of Fixing of LT Protection Kit | No | 336.42 | 336.42 | 5.0 | False | None | None | False | None | False | 1682.1 | 0 | | 3694221 | 135819 | None | 77.0 | 304212-11kV G.O.S 200A Single break | Set | 9922.5 | 9922.5 | 5.0 | False | None | None | False | None | False | 49612.5 | 0 | | 3694222 | 135819 | None | 78.0 | Fixing of GOS including wiring (11kV SB 200A) | No | 1159.2 | 1159.2 | 5.0 | False | None | None | False | None | False | 5796.0 | 0 | | 3694223 | 135819 | None | 79.0 | Releasing Of Fixing of GOS including wiring (11kV SB 200A) | No | 1043.28 | 1043.28 | 4.0 | False | None | None | False | None | False | 4173.12 | 0 | | 3694224 | 135819 | None | 80.0 | 357511-L.T. Electronic Tri-Vector Met | No | 2947.12 | 2947.12 | 5.0 | False | None | None | False | None | False | 14735.6 | 0 | | 3694225 | 135819 | None | 81.0 | LT Electroic Tri-Vector Meter 5A, Class-0.5/1.0 Accuracy | No | 837.9 | 837.9 | 5.0 | False | None | None | False | None | False | 4189.5 | 0 | | 3694226 | 135819 | None | 82.0 | Releasing Of LT Electroic Tri-Vector Meter 5A, Class-0.5/1.0 Accuracy | No | 753.9 | 753.9 | 4.0 | False | None | None | False | None | False | 3015.6 | 0 | | 3694227 | 135819 | None | 83.0 | 358056-With CT ratio 50/5 for 15/25 k | MT | 7177.8 | 7177.8 | 2.0 | False | None | None | False | None | False | 14355.6 | 0 | | 3694228 | 135819 | None | 84.0 | LT Metering Box For Housing ETV Meter with CT | No | 682.5 | 682.5 | 2.0 | False | None | None | False | None | False | 1365.0 | 0 | | 3694229 | 135819 | None | 85.0 | Releasing Of LT Metering Box For Housing ETV Meter with CT | No | 614.25 | 614.25 | 2.0 | False | None | None | False | None | False | 1228.5 | 0 | | 3694230 | 135819 | None | 86.0 | 358061-With CT ratio 100/5 for 50/63 | MT | 6607.65 | 6607.65 | 1.0 | False | None | None | False | None | False | 6607.65 | 0 | | 3694231 | 135819 | None | 87.0 | LT Metering Box For Housing ETV Meter with CT | No | 682.5 | 682.5 | 1.0 | False | None | None | False | None | False | 682.5 | 0 | | 3694232 | 135819 | None | 88.0 | Releasing Of LT Metering Box For Housing ETV Meter with CT | No | 614.25 | 614.25 | 1.0 | False | None | None | False | None | False | 614.25 | 0 | | 3694233 | 135819 | None | 89.0 | 358066-With CT ratio150/5 for 100 kVA | MT | 6197.1 | 6197.1 | 1.0 | False | None | None | False | None | False | 6197.1 | 0 | | 3694234 | 135819 | None | 90.0 | LT Metering Box For Housing ETV Meter with CT | No | 682.5 | 682.5 | 1.0 | False | None | None | False | None | False | 682.5 | 0 | | 3694235 | 135819 | None | 91.0 | Releasing Of LT Metering Box For Housing ETV Meter with CT | No | 614.25 | 614.25 | 1.0 | False | None | None | False | None | False | 614.25 | 0 | | 3694236 | 135819 | None | 92.0 | 358071-With CT ratio 400/5 for 250 kV | MT | 6416.55 | 6416.55 | 1.0 | False | None | None | False | None | False | 6416.55 | 0 | | 3694237 | 135819 | None | 93.0 | LT Metering Box For Housing ETV Meter with CT | No | 682.5 | 682.5 | 1.0 | False | None | None | False | None | False | 682.5 | 0 | | 3694238 | 135819 | None | 94.0 | Releasing Of LT Metering Box For Housing ETV Meter with CT | No | 614.25 | 614.25 | 1.0 | False | None | None | False | None | False | 614.25 | 0 | | 3694239 | 135819 | None | 95.0 | 992718-11 kv lightning Arrestor, meta | Set of 3 Nos | 1271.57 | 1271.57 | 5.0 | False | None | None | False | None | False | 6357.85 | 0 | | 3694240 | 135819 | None | 96.0 | Labour11 kv lightning Arrestor, metal oxide, 9 kv, 5 KA polymeric type with ground disconnector. | No | 87.63 | 87.63 | 5.0 | False | None | None | False | None | False | 438.15 | 0 | | 3694241 | 135819 | None | 97.0 | 992720-11 kv solid core type HG fuse | Set of 3 Nos | 840.0 | 840.0 | 5.0 | False | None | None | False | None | False | 4200.0 | 0 | | 3694242 | 135819 | None | 98.0 | Labour11 kv solid core type HG fuse unit | No | 174.14 | 174.14 | 5.0 | False | None | None | False | None | False | 870.7 | 0 | | 3694243 | 135819 | None | 99.0 | 992725-Spacers for DTC wiring | No | 39.15 | 39.15 | 56.0 | False | None | None | False | None | False | 2192.4 | 0 | | 3694244 | 135819 | None | 100.0 | Releasing & Refixing of over head service mains (single phase / three phase) for consumer installation and street lighting and similar work (While exicuting reconductoring work) | No | 73.5 | 73.5 | 230.0 | False | None | None | False | None | False | 16905.0 | 0 | | 3694245 | 135819 | None | 101.0 | Weasel | No | 3.0 | 3.0 | 160.0 | False | None | None | False | None | False | 480.0 | 0 | | 3694246 | 135819 | None | 102.0 | 200105-RCC Pole-9.0M Long,145 kg WL | No | 7429.8 | 7429.8 | 15.0 | False | None | None | False | None | False | 111447.0 | 0 | | 3694247 | 135819 | None | 103.0 | Erection of RCC/PSC poles 9 to 10 mtr long but in a pit of 1.8 mtr depth | No | 1168.65 | 1168.65 | 15.0 | False | None | None | False | None | False | 17529.75 | 0 | | 3694248 | 135819 | None | 104.0 | Hard Soil | No | 1188.6 | 1188.6 | 15.0 | False | None | None | False | None | False | 17829.0 | 0 | | 3694249 | 135819 | None | 105.0 | Loading & unloading of 9 mtr RCC/PSC poles | No | 149.1 | 149.1 | 15.0 | False | None | None | False | None | False | 2236.5 | 0 | | 3694250 | 135819 | None | 106.0 | Releasing Of Hard Soil | No | 1069.74 | 1069.74 | 15.0 | False | None | None | False | None | False | 16046.1 | 0 | | 3694251 | 135819 | None | 107.0 | Releasing Of RCC/PSC poles 9 to 10 mtr long but in a pit of 1.8 mtr depth | No | 1051.79 | 1051.79 | 15.0 | False | None | None | False | None | False | 15776.85 | 0 | | 3694252 | 135819 | None | 108.0 | 200120-Pre-Stressed Tubular Spun Pole | No | 18587.1 | 18587.1 | 2.0 | False | None | None | False | None | False | 37174.2 | 0 | | 3694253 | 135819 | None | 109.0 | Erection of 11mtr long Concrete spun pole in a pit of 2.5 mtr depth. | No | 2671.2 | 2671.2 | 2.0 | False | None | None | False | None | False | 5342.4 | 0 | | 3694254 | 135819 | None | 110.0 | Ordinary Soil | No | 2000.25 | 2000.25 | 2.0 | False | None | None | False | None | False | 4000.5 | 0 | | 3694255 | 135819 | None | 111.0 | 27901201-2 pin cross arm with pole clam | No | 279.3 | 279.3 | 24.0 | False | None | None | False | None | False | 6703.2 | 0 | | 3694256 | 135819 | None | 112.0 | Fixing of 2 Pin cross arm with insulator and Braces fixing | No | 168.0 | 168.0 | 24.0 | False | None | None | False | None | False | 4032.0 | 0 | | 3694257 | 135819 | None | 113.0 | 27901220-Stud pole guy using 8 Mtr Long | No | 4800.6 | 4800.6 | 6.0 | False | None | None | False | None | False | 28803.6 | 0 | | 3694258 | 135819 | None | 114.0 | Hard Soil | No | 1056.3 | 1056.3 | 6.0 | False | None | None | False | None | False | 6337.8 | 0 | | 3694259 | 135819 | None | 115.0 | 284223-Piercing connector suitable | No | 195.3 | 195.3 | 48.0 | False | None | None | False | None | False | 9374.4 | 0 | | 3694260 | 135819 | None | 116.0 | Installation of Insulation piercing connector for main to street light Main : 16-95sqmm, Tap : 1.5-10sqmm(EP95) | No | 94.5 | 94.5 | 48.0 | False | None | None | False | None | False | 4536.0 | 0 | | 3694261 | 135819 | None | 117.0 | Releasing Of Installation of Insulation piercing connector for main to street light Main : 16-95sqmm, Tap : 1.5-10sqmm(EP95) | No | 85.05 | 85.05 | 48.0 | False | None | None | False | None | False | 4082.4 | 0 | | 3694262 | 135819 | None | 118.0 | 284284-Universal hook & Bolts & nuts | No | 349.65 | 349.65 | 37.0 | False | None | None | False | None | False | 12937.05 | 0 | | 3694263 | 135819 | None | 119.0 | Fixing of Universal Hook | No | 201.6 | 201.6 | 37.0 | False | None | None | False | None | False | 7459.2 | 0 | | 3694264 | 135819 | None | 120.0 | Releasing Of Fixing of Universal Hook | No | 181.44 | 181.44 | 37.0 | False | None | None | False | None | False | 6713.28 | 0 | | 3694265 | 135819 | None | 121.0 | 284819-3x95+1x70+1x16 street light | Km | 518795.55 | 518795.55 | 0.88 | False | None | None | False | None | False | 456540.084 | 0 | | 3694266 | 135819 | None | 122.0 | Releasing Of Stringing of 1.1kV grade aerial bunched 3 core cable of XLPE insulation standard aluminum conductor, standard around a weather resistant black XLPE insulated AAA messenger wire 1. (3x95) (for Phase conductor) + (1x70) (insulated messenger neutral) + (1x16 | Km | 31288.01 | 31288.01 | 0.69 | False | None | None | False | None | False | 21588.7269 | 0 | | 3694267 | 135819 | None | 123.0 | Stringing of 1.1kV grade aerial bunched 3 core cable of XLPE insulation standard aluminum conductor, standard around a weather resistant black XLPE insulated AAA messenger wire 1. (3x95) (for Phase conductor) + (1x70) (insulated messenger neutral) + (1x16 | Km | 34764.45 | 34764.45 | 0.88 | False | None | None | False | None | False | 30592.716 | 0 | | 3694268 | 135819 | None | 124.0 | 284821-Three phase Distribution box | No | 2521.05 | 2521.05 | 24.0 | False | None | None | False | None | False | 60505.2 | 0 | | 3694269 | 135819 | None | 125.0 | Distribution box suitable for 6 3 phase connections | No | 947.1 | 947.1 | 24.0 | False | None | None | False | None | False | 22730.4 | 0 | | 3694270 | 135819 | None | 126.0 | Releasing Of Distribution box suitable for 6 3 phase connections | No | 852.39 | 852.39 | 24.0 | False | None | None | False | None | False | 20457.36 | 0 | | 3694271 | 135819 | None | 127.0 | 284822-Piercing connector suitable | No | 278.25 | 278.25 | 96.0 | False | None | None | False | None | False | 26712.0 | 0 | | 3694272 | 135819 | None | 128.0 | Installation of Insulation piercing connector for main to street light Main : 16-95sqmm, Tap : 1.5-10sqmm(EP95) | No | 94.5 | 94.5 | 96.0 | False | None | None | False | None | False | 9072.0 | 0 | | 3694273 | 135819 | None | 129.0 | Releasing Of Installation of Insulation piercing connector for main to service line Main : 16-95sqmm, Tap : 4-35sqmm(P2X95) | No | 120.96 | 120.96 | 96.0 | False | None | None | False | None | False | 11612.16 | 0 | | 3694274 | 135819 | None | 130.0 | 284825-Dead end clamp / Anchor clamp | No | 159.6 | 159.6 | 20.0 | False | None | None | False | None | False | 3192.0 | 0 | | 3694275 | 135819 | None | 131.0 | Erection of Anchor Clamp - 25 to 95 Sq. mm bare messenger | No | 151.2 | 151.2 | 20.0 | False | None | None | False | None | False | 3024.0 | 0 | | 3694276 | 135819 | None | 132.0 | Releasing Of Anchor Clamp - 25 to 95 Sq. mm bare messenger | No | 136.08 | 136.08 | 20.0 | False | None | None | False | None | False | 2721.6 | 0 | | 3694277 | 135819 | None | 133.0 | 284833-End cap for 50/70 Sq.mm | No | 24.15 | 24.15 | 100.0 | False | None | None | False | None | False | 2415.0 | 0 | | 3694278 | 135819 | None | 134.0 | End cap for 50/70 Sqmm | No | 10.5 | 10.5 | 100.0 | False | None | None | False | None | False | 1050.0 | 0 | | 3694279 | 135819 | None | 135.0 | 284838-Suspension Clamp Assembly16 to | No | 232.05 | 232.05 | 17.0 | False | None | None | False | None | False | 3944.85 | 0 | | 3694280 | 135819 | None | 136.0 | Erection of Suspension Clamp - 25 to 95 | No | 100.8 | 100.8 | 17.0 | False | None | None | False | None | False | 1713.6 | 0 | | 3694281 | 135819 | None | 137.0 | 284844-Pole Clamp for HT/LT AB cables | No | 114.45 | 114.45 | 37.0 | False | None | None | False | None | False | 4234.65 | 0 | | 3694282 | 135819 | None | 138.0 | Pole Clamp-145mmx95 | No | 168.0 | 168.0 | 37.0 | False | None | None | False | None | False | 6216.0 | 0 | | 3694283 | 135819 | None | 139.0 | Releasing Of Pole Clamp-145mmx95 | No | 151.2 | 151.2 | 37.0 | False | None | None | False | None | False | 5594.4 | 0 | | 3694284 | 135819 | None | 140.0 | 284845-Eye Hook (Flat Type) for fixin | No | 107.1 | 107.1 | 37.0 | False | None | None | False | None | False | 3962.7 | 0 | | 3694285 | 135819 | None | 141.0 | 284855-Piercing connector suitable | No | 325.5 | 325.5 | 60.0 | False | None | None | False | None | False | 19530.0 | 0 | | 3694286 | 135819 | None | 142.0 | 289027-PVC Wire-25 Sq.mm | Mtr | 49.69 | 49.69 | 50.0 | False | None | None | False | None | False | 2484.5 | 0 | | 3694287 | 135819 | None | 1.0 | 2791003-Scrap DP structure | Kg | 35.59 | 35.59 | 72.0 | False | None | None | False | 35.59 | False | 2562.48 | 0 | | 3694288 | 135819 | None | 2.0 | 2791101-SCrap 25/63kva TC set | Kg | 35.59 | 35.59 | 1.0 | False | None | None | False | None | False | 35.59 | 0 | | 3694289 | 135819 | None | 3.0 | 27911501-SPMT Set Released good | Set | 4449.15 | 4449.15 | 2.0 | False | None | None | False | None | False | 8898.3 | 0 | | 3694290 | 135819 | None | 4.0 | 27912002-100/300kva tc set released good | No | 10911.99 | 10911.99 | 2.0 | False | None | None | False | None | False | 21823.98 | 0 | | 3694291 | 135819 | None | 5.0 | 2801490-Released good 11kV G.O.S.Mounting H-Frame set for 200A Single break | No | 35.59 | 35.59 | 5.0 | False | None | None | False | None | False | 177.95 | 0 | | 3694292 | 135819 | None | 6.0 | 28410803-Rabbit ACSR Conductor Realesed Good | Mtr | 15.13 | 15.13 | 2601.0 | False | None | None | False | None | False | 39353.13 | 0 | | 3694293 | 135819 | None | 7.0 | 284284-Universal hook & Bolts & nuts | No | 249.15 | 249.15 | 37.0 | False | None | None | False | None | False | 9218.55 | 0 | | 3694294 | 135819 | None | 8.0 | 284819-3x95+1x70+1x16 street light (Insulated messenger cum Neutral) | Km | 183572.03 | 183572.03 | 0.69 | False | None | None | False | None | False | 126664.7007 | 0 | | 3694295 | 135819 | None | 9.0 | 284821-Three phase Distribution box for 6 connections | No | 1712.92 | 1712.92 | 24.0 | False | None | None | False | None | False | 41110.08 | 0 | | 3694296 | 135819 | None | 10.0 | 284825-Dead end clamp / Anchor clamp assembly 25 to 95 sq.mm bare messenger | No | 124.58 | 124.58 | 20.0 | False | None | None | False | None | False | 2491.6 | 0 | | 3694297 | 135819 | None | 11.0 | 284839-Suspension Clamp Assembly 70 to 210 Sqmm Bare Messenger(Exclusive of pole clamp and eye hook) | No | 271.4 | 271.4 | 12.0 | False | None | None | False | None | False | 3256.8 | 0 | | 3694298 | 135819 | None | 12.0 | 284844-Pole Clamp for HT/LT AB cables | No | 88.98 | 88.98 | 37.0 | False | None | None | False | None | False | 3292.26 | 0 | | 3694299 | 135819 | None | 13.0 | 30421201-Released Good GOS 200 Amps | No | 35.59 | 35.59 | 5.0 | False | None | None | False | None | False | 177.95 | 0 | | 3694300 | 135819 | None | 14.0 | 790000-Scrap Iron | Kg | 18.69 | 18.69 | 768.0 | False | None | None | False | None | False | 14353.92 | 0 |
| | 1722856714000 | 0 | None | None | Roads | Shifting of Water Supply Line | 3505801.32 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3694301 | 135820 | None | 1.6 | Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, 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 leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. | Cum | 508.2 | 508.2 | 696.6 | False | None | None | False | None | False | 354012.12 | 0 | | 3694302 | 135820 | None | 4.1.6 | Providing and laying Ductile Iron pipes of class conforming to IS 8329:2000 with latest amendments, conveying to work site, rolling and lowering into trenches, laying true to line, level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations, cutting of pipes wherever necessary, jointing with DI specials (excluding cost of specials) and rubber gaskets, cleaning the socket and spigot end with soap solution, applying soft soap to the socket and spigot ends before insertion of rubber gaskets, jacking and fixing in perfect conditions etc. The cost to include soap solution, soft soap, waste etc. and giving necessary hydraulic test to the required pressure as per ISS with all lead and lifts and cost of all jointing materials. (The contractor will make his own arrangements for water for testing. Earth work excavation in trenches to be measured and paid for seperately) | m | 5248.95 | 5248.95 | 430.0 | False | None | None | False | None | False | 2257048.5 | 0 | | 3694303 | 135820 | None | 2.23.8 | Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 " O " rings). Body and bonnet should be coated with lectrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-10: (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) etc. complete . | Each | 97894.65 | 97894.65 | 2.0 | False | None | None | False | None | False | 195789.3 | 0 | | 3694304 | 135820 | None | 4.4.6 | Labour charges for laying & jointing of DI pipes of all classes rolling and lowering into trenches, laying true to line, level and perfect linking at joints and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of DI pipes and specials (excluding cost of pipes,rubber gasket and specials) with rubber gaskets including cleaning the sockets and spigot ends with saop solutions and applying soft soap to the spigot and socket end before insertion of rubber gaskets, jointing and fixing in perfect conditions including the cost of soap solution, soft soap, waste etc. and giving necessary hydraulic test to the required pressure as per ISS etc. with all leads and lifts (Earth work excavation in trenches,conveying of materials from stores to be measured and paid for separately) (Contractor will make his own arrangements for procuring water for testing). | Each | 355.95 | 355.95 | 430.0 | False | None | None | False | None | False | 153058.5 | 0 | | 3694305 | 135820 | None | 10.1 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. | Each | 431.55 | 431.55 | 430.0 | False | None | None | False | None | False | 185566.5 | 0 | | 3694306 | 135820 | None | 10.1 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. | Each | 308.7 | 308.7 | 430.0 | False | None | None | False | None | False | 132741.0 | 0 | | 3694307 | 135820 | None | 10.15 | Lowering, laying true to line and level of PVC Ringtite / PVC Pipes and cuts of pipes wherever necessary including jointing of pipes and specials with jointing of approved type, with all labour with encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS and commissioning (Contractor will make his own arrangements for procuring water for testing) etc. | Each | 117.6 | 117.6 | 430.0 | False | None | None | False | None | False | 50568.0 | 0 | | 3694308 | 135820 | None | 10.15 | Lowering, laying true to line and level of PVC Ringtite / PVC Pipes and cuts of pipes wherever necessary including jointing of pipes and specials with jointing of approved type, with all labour with encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS and commissioning (Contractor will make his own arrangements for procuring water for testing) etc. | Each | 94.5 | 94.5 | 430.0 | False | None | None | False | None | False | 40635.0 | 0 | | 3694309 | 135820 | None | 1.10 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications | Cum | 168.0 | 168.0 | 811.8 | False | None | None | False | None | False | 136382.4 | 0 |
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