tenderSubEstimateList | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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1719227908000 | 0 | None | None | Roads | CONSTRUCTION OF METALING ASPHALTING ROAD FROM SHEGUNASHI SC COLONY TO KUDANAHALLA ROAD KM 0.00 TO 0.55 AT SHEGUNASHI VILLAGE IN ATHANI TALUKA OF BELAGAVI DIST. | 1653130.95 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3337565 | 117157 | None | code01 | 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. etc complete as per direction of the Engineer incharge of the work. | Cum | 474.0 | 474.0 | 429.0 | False | None | None | False | None | False | 203346.0 | 0 | 3337566 | 117157 | None | code02 | Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density complete as per technical Specification etc complete as per direction of the Engineer incharge of the work. | Cum | 1427.0 | 1427.0 | 178.2 | False | None | None | False | None | False | 254291.4 | 0 | 3337567 | 117157 | None | code03 | Grading 1 (63 mm to 45 mm) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density etc complete as per direction of the Engineer incharge of the work. | Cum | 2523.0 | 2523.0 | 128.7 | False | None | None | False | None | False | 324710.1 | 0 | 3337568 | 117157 | None | code04 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. etc complete as per direction of the Engineer incharge of the work. | Cum | 2749.0 | 2749.0 | 123.75 | False | None | None | False | None | False | 340188.75 | 0 | 3337569 | 117157 | None | code05 | 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. etc complete as per direction of the Engineer incharge of the work. | Cum | 493.0 | 493.0 | 207.9 | False | None | None | False | None | False | 102494.7 | 0 | 3337570 | 117157 | None | code06 | 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. etc complete as per direction of the Engineer incharge of the work. | Sqm | 41.0 | 41.0 | 1650.0 | False | None | None | False | None | False | 67650.0 | 0 | 3337571 | 117157 | None | code07 | Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on the prepared bituminous surface cleaned with mechanical broom etc complete as per direction of the Engineer incharge of the work. | Sqm | 12.0 | 12.0 | 1650.0 | False | None | None | False | None | False | 19800.0 | 0 | 3337572 | 117157 | None | code08 | Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscosity grade bitumen VG-30 to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable Hot mix plant of capacity not less than 40/60 TPH laying and rolling with a smooth wheeled roller, finished to required level and grades.etc complete as per direction of the Engineer incharge of the work. | Sqm | 149.0 | 149.0 | 1650.0 | False | None | None | False | None | False | 245850.0 | 0 | 3337573 | 117157 | None | code09 | 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 etc complete as per direction of the Engineer incharge of the work. | Sqm | 52.0 | 52.0 | 1650.0 | False | None | None | False | None | False | 85800.0 | 0 | 3337574 | 117157 | None | code10 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification etc complete as per direction of the Engineer incharge of the work. | Nos | 9000.0 | 9000.0 | 1.0 | False | None | None | False | None | False | 9000.0 | 0 |
| 1719227908000 | 0 | None | None | Roads | CONSTRUCTION OF METALING ASPHALTING ROAD FROM SHEGUNASHI SC COLONY TO KUDANAHALLA ROAD KM 0.00 TO 0.55 AT SHEGUNASHI VILLAGE IN ATHANI TALUKA OF BELAGAVI DIST. | 886905.2 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3337575 | 117158 | None | code01 | Earth work excavation by manual means for drains,canals, waste weir,draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling 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. In ordinary/soft rock without blasting upto 1.5 m depth etc complete as per direction of the Engineer incharge of the work. | Cum | 299.0 | 299.0 | 156.0 | False | None | None | False | None | False | 46644.0 | 0 | 3337576 | 117158 | 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 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates etc complete as per direction of the Engineer incharge of the work. | Cum | 5989.0 | 5989.0 | 24.0 | False | None | None | False | None | False | 143736.0 | 0 | 3337577 | 117158 | None | code03 | 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, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately etc complete as per direction of the Engineer incharge of the work. | Cum | 8487.45 | 8487.45 | 56.0 | False | None | None | False | None | False | 475297.2 | 0 | 3337578 | 117158 | None | code04 | 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. etc complete as per direction of the Engineer incharge of the work. | Kg | 79.01 | 79.01 | 2800.0 | False | None | None | False | None | False | 221228.0 | 0 |
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