1708097975000 | 0 | None | None | Roads | Construction and Aaphalting of Approach from SH.10 to Zoo Enterance at New Zoological Park At Madbool Chittapur Taluka | 29759551.9 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
2665443 | 82917 | None | Code1 | 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
(PWD SR 2023-24 Volume I. Page No.8, Item No.1.14.1)
| Cum | 107.1 | 107.1 | 9259.0 | False | None | None | False | None | False | 991638.9 | 0 | 2665444 | 82917 | None | code2 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with alllifts and lead, transportation to site, spreading, grading to required slope andcompacting to meet the requirement complete as per specifications, includingcost of labour,rolling,water,all materials,usage& all other appurtenaces requiredto complete the work.
(PWD SR 2023-24 Volume I. Page No.7, Item No.1.8)
| Cum | 497.7 | 497.7 | 4629.5 | False | None | None | False | None | False | 2304102.15 | 0 | 2665445 | 82917 | None | code3 | Construction of Subgrade and Earthen Shoulders: Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Ref. to MoRT&H :IRC 305
(PWD SR 2023-24 Volume III. Page No.17, Item No.3.6)
| Cum | 517.65 | 517.65 | 4629.5 | False | None | None | False | None | False | 2396460.675 | 0 | 2665446 | 82917 | None | code4 | 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 Plant Mix Method For Grading -V Material
(PWD SR 2023-24 Volume III. Page No.23, Item No.4.1)
| Cum | 2611.35 | 2611.35 | 1142.1 | False | None | None | False | None | False | 2982422.835 | 0 | 2665447 | 82917 | None | Code5 | 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.
(PWD SR 2023-24 Volume III. Page No.26, Item No.4.17)
| Cum | 2686.95 | 2686.95 | 1713.15 | False | None | None | False | None | False | 4603148.3925 | 0 | 2665448 | 82917 | None | Code6 | 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.
(PWD SR 2023-24 Volume III. Page No.31, Item No.5.1)
| Sqm | 43.05 | 43.05 | 7050.0 | False | None | None | False | None | False | 303502.5 | 0 | 2665449 | 82917 | None | code7 | 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. Dense Graded Bituminous Macadam Grading - II for traffic lessthen 20 MSA
(PWD SR 2023-24 Volume III. Page No.35, Item No.5.12C) | Cum | 9921.45 | 9921.45 | 352.5 | False | None | None | False | None | False | 3497311.125 | 0 | 2665450 | 82917 | None | Code8 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom
(PWD SR 2023-24 Volume III. Page No.31, Item No.5.3)
| Sqm | 12.6 | 12.6 | 7050.0 | False | None | None | False | None | False | 88830.0 | 0 | 2665451 | 82917 | None | code9 | 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 percent 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 Bituminous Concrete Grading II for traffic lessthen 20 MSA
(PWD SR 2023-24 Volume III. Page No.38, Item No.5.16C)
| Cum | 11501.7 | 11501.7 | 282.0 | False | None | None | False | None | False | 3243479.4 | 0 | 2665452 | 82917 | None | code10 | 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.
(PWD SR 2023-24 Volume III. Page No.67, Item No.8.15)
| Sqm | 556.5 | 556.5 | 282.0 | False | None | None | False | None | False | 156933.0 | 0 | 2665453 | 82917 | None | Code11 | Construction of footpath/separator by providing a 150 mm compacted granular sub base as per clause 401 and 25 mm thick cement concrete grade M15, over laid with pre-cast concrete tiles in cement mortar 1:3 including provision of all drainage arrangements but excluding kerb channel.
(PWD SR 2023-24 Volume III. Page No.27, Item No.4.22)
| Sqm | 1088.85 | 1088.85 | 1645.0 | False | None | None | False | None | False | 1791158.25 | 0 | 2665454 | 82917 | None | coede12 | 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 Kerb Stone
(PWD SR 2023-24 Volume III Page No.74, item No.8.42.7)
| Mtr | 394.8 | 394.8 | 1880.0 | False | None | None | False | None | False | 742224.0 | 0 | 2665455 | 82917 | None | code13 | Construction of Median and Island with Soil Taken from Borrow Areas: Construction of Median and Island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, graded and compacted as per clause 408
(PWD SR 2023-24 Volume III. Page No.27, Item No.4.2)
| Cum | 570.15 | 570.15 | 338.4 | False | None | None | False | None | False | 192938.76 | 0 | 2665456 | 82917 | None | cod14 | 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
(PWD SR 2023-24 Volume I. Page No.8, Item No.1.14.1)
| Cum | 107.1 | 107.1 | 930.6 | False | None | None | False | None | False | 99667.26 | 0 | 2665457 | 82917 | None | code15 | 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 nominal size graded crushed coarse
aggregates"
(PWD SR 2021-22 Volume I. Page No.15, Item No.2.1.2)
| Cum | 5466.3 | 5466.3 | 155.1 | False | None | None | False | None | False | 847823.13 | 0 | 2665458 | 82917 | None | code16 | 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
(PWD SR 2023-24 Volume I. Page No.16, Item No.2.4.2)
| Cum | 6639.15 | 6639.15 | 380.7 | False | None | None | False | None | False | 2527524.405 | 0 | 2665459 | 82917 | None | code17 | Shuttering for Foundation
(PWD SR 2023-24 Volume I. Addendum Page No.111 SI No.1(b))
| Cum | 199.17 | 199.17 | 126.9 | False | None | None | False | None | False | 25274.673 | 0 | 2665460 | 82917 | None | code18 | Shuttering for Cement Concrete Drain Walls
(PWD SR 2023-24 Volume I. Addendum Page No.111 SI No.4)
| Cum | 2323.7 | 2323.7 | 169.2 | False | None | None | False | None | False | 393170.04 | 0 | 2665461 | 82917 | None | code19 | Shuttering for Slab
(PWD SR 2023-24 Volume I. Addendum Page No.112 SI No.15)
| Cum | 531.13 | 531.13 | 84.6 | False | None | None | False | None | False | 44933.598 | 0 | 2665462 | 82917 | None | code20 | 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
(PWD SR 2023-24 Volume I. Page No.18, Item No.2.11 (h))
| Tonne | 82961.55 | 82961.55 | 30.46 | False | None | None | False | None | False | 2527008.813 | 0 |
|