tenderSubEstimateList | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
---|
1720785366000 | 0 | None | None | Roads | Construction of CC Road and Drains | 14107626.95 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3517604 | 126238 | None | PWD CSR 2023-24, Vol-3, I.No..3.7.a, P.No.17 | 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 | 436.5 | False | None | None | False | None | False | 48124.125 | 0 | 3517605 | 126238 | None | PWD SR 2023-24 Vol-3 Item No.3.6, Pg.No.17 | 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 | 450.0 | False | None | None | False | None | False | 232942.5 | 0 | 3517606 | 126238 | None | PWD SR 2023-24 Vol-3 Item No.4.1A (v), Pg.No.23 | Granular Sub-Base A Plant Mix Method Construction of Granular Sub-Base of required grading as per design mixing in a techanical 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 For Grading -V Material | Cum | 2611.35 | 2611.35 | 216.0 | False | None | None | False | None | False | 564051.6 | 0 | 3517607 | 126238 | None | PWD CSR 2023-24, Vol-3, I.No.16.27, P.No.148 | 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 M20 (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 | Cum | 6692.7 | 6692.7 | 234.0 | False | None | None | False | None | False | 1566091.8 | 0 | 3517608 | 126238 | None | PWD CSR 2023-24, Vol-1, I.No.2.4.2, P.No.16 | Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6639.15 | 6639.15 | 283.5 | False | None | None | False | None | False | 1882199.025 | 0 | 3517609 | 126238 | None | Vol-I S R Sl No. 3 Page No. 111 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for Foundation, Sub structure of Cross drainages add 5% | Cum | 331.96 | 331.96 | 283.5 | False | None | None | False | None | False | 94110.66 | 0 | 3517610 | 126238 | None | PWD CSR 2023-24, Vol-1, I.No2.11 ( h)., P.No.18 | 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 | t | 82961.55 | 82961.55 | 9.64 | False | None | None | False | None | False | 799749.342 | 0 | 3517611 | 126238 | None | PWD CSR 2023-24, Vol-3, I.No.8.54. MORTH 804 ( h) | 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 804 | No | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 | 3517612 | 126238 | None | PWD CSR 2023-24, Vol-1, I.No.1.14.1, P.No.8 | 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 | 741.2 | False | None | None | False | None | False | 79382.52 | 0 | 3517613 | 126238 | None | PWD CSR 2023-24, Vol-1, I.No.2.1.2, P.No.15 | 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 | Cum | 5947.2 | 5947.2 | 161.0 | False | None | None | False | None | False | 957499.2 | 0 | 3517614 | 126238 | None | PWD CSR 2023-24, Vol-1, I.No.2.4.2, P.No.16 | Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6639.15 | 6639.15 | 542.41 | False | None | None | False | None | False | 3601141.3515 | 0 | 3517615 | 126238 | None | PWD CSR 2023-24, Vol-1 Sl.No.04 Pg.No.111 | Addendum-1 Percentage additionalities for Formwork, Centering and Scaffolding for Cement, Concrete Drain Walls add 35% | Cum | 2323.7 | 2323.7 | 542.41 | False | None | None | False | None | False | 1260398.117 | 0 | 3517616 | 126238 | None | PWD CSR 2023-24, Vol-1, I.No2.11 ( h)., P.No.18 | 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 stru | t | 82961.55 | 82961.55 | 34.27 | False | None | None | False | None | False | 2843092.3185 | 0 | 3517617 | 126238 | None | PWD SR 2023-24 Vol-2 Item No.19.9.2 Pg.No.187 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineerin-charge | Cum | 1768.2 | 1768.2 | 29.7 | False | None | None | False | None | False | 52515.54 | 0 | 3517618 | 126238 | None | PWD SR 2023-24 Vol-2 Item No.19.3 Pg.No.187 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge | Cum | 2547.3 | 2547.3 | 43.2 | False | None | None | False | None | False | 110043.36 | 0 | 3517619 | 126238 | None | Vol-5 I No. 10.1.7 Page No. 13 | Providing 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. complete For PVC pipes 110mm dia., 6 kg/sqcm & class 3 | m | 431.55 | 431.55 | 10.0 | False | None | None | False | None | False | 4315.5 | 0 | 3517620 | 126238 | None | Vol-V I No. 10.1.1 Page No. 113 | Providing 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. complete For: PVC pipes 25mm dia, 10 kg/sqcm & class 5 | m | 50.4 | 50.4 | 50.0 | False | None | None | False | None | False | 2520.0 | 0 |
| 1720785366000 | 0 | None | None | Roads | Bridge(Culvert) | 1227996.28 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3517621 | 126239 | None | PWD CSR 2023-24, Vol-3, I.No.2.4 ii (b), P.No.9 | Clearing and grubbing road land including uprooting rank
vegetation, grass, bushes, shrubs, saplings and trees girth up to
300 mm, removal of stumps of trees cut earlier and disposal of
unserviceable materials and stacking of serviceable material to
be used or auctioned, including removal and disposal of top organic
soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer In area of thorny jungle | 100 Sqm | 508.2 | 508.2 | 1.6 | False | None | None | False | None | False | 813.12 | 0 | 3517622 | 126239 | None | PWD CSR 2023-24, Vol-1, I.No.1.15.1, P.No.8 | 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 | 381.15 | 381.15 | 112.5 | False | None | None | False | None | False | 42879.375 | 0 | 3517623 | 126239 | None | PWD CSR 2023-24, Vol-1, I.No.2.1.2, P.No.15 | 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 | Cum | 5947.2 | 5947.2 | 7.35 | False | None | None | False | None | False | 43711.92 | 0 | 3517624 | 126239 | None | PWD CSR 2023-24, Vol-1, I.No.2.4.2, P.No.1 | Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6639.15 | 6639.15 | 56.19 | False | None | None | False | None | False | 373053.8385 | 0 | 3517625 | 126239 | None | PWD CSR 2023-24, Vol-1 Sl.No.04 Pg.No.111 | Addendum-1 Percentage additionalities for Formwork, Centering and Scaffolding for Cement, Concrete Drain Walls add 35% | Cum | 2323.7 | 2323.7 | 56.19 | False | None | None | False | None | False | 130568.703 | 0 | 3517626 | 126239 | None | PWD CSR 2023-24, Vol-1, I.No2.11 ( h)., P.No.18 | 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 | t | 82961.55 | 82961.55 | 2.6 | False | None | None | False | None | False | 215700.03 | 0 | 3517627 | 126239 | None | PWD CSR 2023-24, Vol-1, I.No.1.80, P.No.7 | 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 | Cum | 497.7 | 497.7 | 130.74 | False | None | None | False | None | False | 65069.298 | 0 | 3517628 | 126239 | None | PWD SR 2023-24 Vol-3 Item No.4.1A (v), Pg.No.23 | Granular Sub-Base A Plant Mix Method Construction of Granular Sub-Base of required grading as per design mixing in a techanical 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 For Grading -V Material | Cum | 2611.35 | 2611.35 | 17.62 | False | None | None | False | None | False | 46011.987 | 0 | 3517629 | 126239 | None | PWD SR 2023-24 Vol-3 Item No.4.17 , Pg.No.26 | Providing, laying, spreading and compacting graded stoneaggregate to wet mix macadam specification including premixinthe Material with water at OMC in mechanical mix plant carriageof mixed Material by tipper to site, laying in uniform layers withpaver/grader in sub-base / base course on well prepared surfaceand compacting with vibratory roller to achieve the desired density | Cum | 2686.95 | 2686.95 | 17.85 | False | None | None | False | None | False | 47962.0575 | 0 | 3517630 | 126239 | None | PWD SR 2023-24 Vol-3 Item No.16.15, Pg.No.146 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row, 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 1101.6 1000mm dia | m | 8355.9 | 8355.9 | 30.0 | False | None | None | False | None | False | 250677.0 | 0 | 3517631 | 126239 | None | Vol-3, I.No.8.54. MORTH 804 ( h)., P.No.78 | 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 804 | No | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 | 3517632 | 126239 | None | PWD CSR 2023-24, Vol-2, It.No-8.41,P.No-48 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge | Sqm | 175.35 | 175.35 | 11.97 | False | None | None | False | None | False | 2098.9395 | 0 |
| 1720785366000 | 0 | None | None | Roads | Pole Shifting | 398941.54 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3517633 | 126240 | None | GESCOM | 150mm around poles for a height of 300mm for RCC,PSC,PCC poles/ I-beam/ Rail steel sections | Each | 327.6 | 327.6 | 15.0 | False | None | None | False | None | False | 4914.0 | 0 | 3517634 | 126240 | None | GESCOM | 9mtrs support (500x500x1700mm) | Each | 3605.7 | 3605.7 | 15.0 | False | None | None | False | None | False | 54085.5 | 0 | 3517635 | 126240 | None | GESCOM | Releasing Of RCC/PSC poles 9 to 10 mtr long but in a pit of 1.8 mtr depth | Each | 1051.78 | 1051.78 | 15.0 | False | None | None | False | None | False | 15776.7 | 0 | 3517636 | 126240 | None | GESCOM | Weasel | Each | 3.0 | 3.0 | 2250.0 | False | None | None | False | None | False | 6750.0 | 0 | 3517637 | 126240 | None | GESCOM | RCC Pole - 9 Mtr Long, 145 Kg WL(Dwg No. BESCOM/GM/QS&S/02 Dtd 24.11.2018) as per IS-785 | No | 7429.8 | 7429.8 | 15.0 | False | None | None | False | None | False | 111447.0 | 0 | 3517638 | 126240 | None | GESCOM | 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 | 3517639 | 126240 | None | GESCOM | Hard Rock (By Chizling and /Or Wedging) | No | 1943.55 | 1943.55 | 15.0 | False | None | None | False | None | False | 29153.25 | 0 | 3517640 | 126240 | None | GESCOm | Head loading of the pole Above 185 Mtrs | No | 149.1 | 149.1 | 15.0 | False | None | None | False | None | False | 2236.5 | 0 | 3517641 | 126240 | None | GESCOM | Loading & unloading of 9 mtr RCC/PSC poles | One | 149.1 | 149.1 | 15.0 | False | None | None | False | None | False | 2236.5 | 0 | 3517642 | 126240 | None | GESCOM | 27901201-2 pin cross arm with pole clam | Nos | 279.3 | 279.3 | 75.0 | False | None | None | False | None | False | 20947.5 | 0 | 3517643 | 126240 | None | GESCOM | Fixing of 2 Pin cross arm with insulator and Braces fixing | Nos | 168.0 | 168.0 | 75.0 | False | None | None | False | None | False | 12600.0 | 0 | 3517644 | 126240 | None | GESCOM | Releasing Of Fixing of 2 Pin cross arm with insulator and Braces fixing | Nos | 151.2 | 151.2 | 75.0 | False | None | None | False | None | False | 11340.0 | 0 | 3517645 | 126240 | None | GESCOM | 283003-1.1kV Pin Insulator (Shell on | No | 32.55 | 32.55 | 60.0 | False | None | None | False | None | False | 1953.0 | 0 | 3517646 | 126240 | None | GESCOM | 283053-1.1kV Pin Insulator (G.I Pin | No | 36.75 | 36.75 | 60.0 | False | None | None | False | None | False | 2205.0 | 0 | 3517647 | 126240 | None | GESCOM | 283158-NO.8 Strain Insulator | Nos | 28.35 | 28.35 | 50.0 | False | None | None | False | None | False | 1417.5 | 0 | 3517648 | 126240 | None | GESCOM | 284105-Weasel ACSR Conductor | Mtr | 37.1 | 37.1 | 2250.0 | False | None | None | False | None | False | 83475.0 | 0 | 3517649 | 126240 | None | GESCOM | Above 185 Mtrs | Mtr | 99.75 | 99.75 | 2.25 | False | None | None | False | None | False | 224.4375 | 0 | 3517650 | 126240 | None | GESCOM | Stringing of conductor wren, squirrel, weasel, binding of conductor on each insulator and dead ending on strain or disc/strain insulator by means of clamps. | Mtr | 3.34 | 3.34 | 2250.0 | False | None | None | False | None | False | 7515.0 | 0 | 3517651 | 126240 | None | GESCOM | 790100-a) MS Iran Scrap pole, I beam, crass arm | Kg | 18.69 | 18.69 | 60.0 | False | None | None | False | None | False | 1121.4 | 0 | 3517652 | 126240 | None | GESCOM | 790103-d) Rleased steel from RCC Poles (Skeleton rods) | Kg | 11.57 | 11.57 | 300.0 | False | None | None | False | None | False | 3471.0 | 0 | 3517653 | 126240 | None | GESCOM | 791101-ACSR conductor Scrap | Kg | 56.95 | 56.95 | 150.0 | False | None | None | False | None | False | 8542.5 | 0 |
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