| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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| 1722099560000 | 0 | None | None | Roads | P-1Development of Road at W.No. 05 (47 Mtr), W.No. 06 (40 Mtr), Development of Road (36 Mtr) Construction of CC Drain 52 Mtr & 1 CD at W.No. 07 in Bhayanagat TP Limits. (W.No. 05) | 331973.76 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3635605 | 132238 | None | code01 | 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.(Vol I Page No. 08, Item No. 1.12) | Cum | 99.75 | 99.75 | 32.9 | False | None | None | False | None | False | 3281.775 | 0 | | 3635606 | 132238 | None | code02 | 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 (Vol III Page no: 17 item no: 3.6) | Cum | 517.65 | 517.65 | 59.925 | False | None | None | False | None | False | 31020.17625 | 0 | | 3635607 | 132238 | None | code03 | 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 For Grading -V Material (Vol III Page No23, Item No. 4.1(V)) | Cum | 2611.35 | 2611.35 | 25.85 | False | None | None | False | None | False | 67503.3975 | 0 | | 3635608 | 132238 | None | code04 | 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. (Vol III Page No.26, Item No. 4.17) | Cum | 2686.95 | 2686.95 | 25.85 | False | None | None | False | None | False | 69457.6575 | 0 | | 3635609 | 132238 | None | code05 | 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.( Vol III Page no: 31 item no: 5.1 A) | Sqm | 43.05 | 43.05 | 258.5 | False | None | None | False | None | False | 11128.425 | 0 | | 3635610 | 132238 | None | code06 | Providing and laying Bituminous Macadam with 40/60 tph capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the requiredgrade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired ompaction(Vol III Page no: 32 item no: 5.6C) | Cum | 7835.1 | 7835.1 | 12.925 | False | None | None | False | None | False | 101268.6675 | 0 | | 3635611 | 132238 | None | code07 | 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 (Vol III Page no 31 , Item no 5.3) | Sqm | 12.6 | 12.6 | 258.5 | False | None | None | False | None | False | 3257.1 | 0 | | 3635612 | 132238 | None | code08 | Mix Seal Surface (MSS) using 8% Waste Plastic Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm (Type-B) aggregates using VG-30 Bitumen (with addition of processed waste plastic of Up to 8 % Replaced by weight of bitumen) to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheel Roller and finishing to required level and grades as per Morth Technical Specification. PWD SR2023-24 (Vol III Page no:154 item no.16.37) | Sqm | 174.3 | 174.3 | 258.5 | False | None | None | False | None | False | 45056.55 | 0 |
| | 1722099560000 | 0 | None | None | Roads | P-1Development of Road at W.No. 05 (47 Mtr), W.No. 06 (40 Mtr), Development of Road (36 Mtr) Construction of CC Drain 52 Mtr & 1 CD at W.No. 07 in Bhayanagat TP Limits. (W.No. 06) | 333920.37 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3635613 | 132239 | None | code01 | 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.(Vol I Page No. 08, Item No. 1.12) | Cum | 99.75 | 99.75 | 88.8 | False | None | None | False | None | False | 8857.8 | 0 | | 3635614 | 132239 | None | code02 | 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 (Vol III Page no: 17 item no: 3.6) | Cum | 517.65 | 517.65 | 55.8 | False | None | None | False | None | False | 28884.87 | 0 | | 3635615 | 132239 | None | code03 | 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 For Grading -V Material (Vol III Page No23, Item No. 4.1(V)) | Cum | 2611.35 | 2611.35 | 24.0 | False | None | None | False | None | False | 62672.4 | 0 | | 3635616 | 132239 | None | code04 | 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. (Vol III Page No.26, Item No. 4.17) | Cum | 2686.95 | 2686.95 | 36.0 | False | None | None | False | None | False | 96730.2 | 0 | | 3635617 | 132239 | None | code05 | 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.( Vol III Page no: 31 item no: 5.1 A) | Sqm | 43.05 | 43.05 | 220.0 | False | None | None | False | None | False | 9471.0 | 0 | | 3635618 | 132239 | None | code06 | Providing and laying Bituminous Macadam with 40/60 tph capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the requiredgrade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired ompaction(Vol III Page no: 32 item no: 5.6C) | Cum | 7835.1 | 7835.1 | 11.0 | False | None | None | False | None | False | 86186.1 | 0 | | 3635619 | 132239 | None | code07 | 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 (Vol III Page no 31 , Item no 5.3) | Sqm | 12.6 | 12.6 | 220.0 | False | None | None | False | None | False | 2772.0 | 0 | | 3635620 | 132239 | None | code08 | Mix Seal Surface (MSS) using 8% Waste Plastic Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm (Type-B) aggregates using VG-30 Bitumen (with addition of processed waste plastic of Up to 8 % Replaced by weight of bitumen) to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheel Roller and finishing to required level and grades as per Morth Technical Specification. PWD SR2023-24 (Vol III Page no:154 item no.16.37) | Sqm | 174.3 | 174.3 | 220.0 | False | None | None | False | None | False | 38346.0 | 0 |
| | 1722099560000 | 0 | None | None | Roads | P-1Development of Road at W.No. 05 (47 Mtr), W.No. 06 (40 Mtr), Development of Road (36 Mtr) Construction of CC Drain 52 Mtr & 1 CD at W.No. 07 in Bhayanagat TP Limits. (W.No. 07) | 335960.87 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3635621 | 132240 | None | code01 | 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.(Vol I Page No. 08, Item No. 1.12) | Cum | 99.75 | 99.75 | 38.88 | False | None | None | False | None | False | 3878.28 | 0 | | 3635622 | 132240 | None | code02 | 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 (Vol III Page no: 17 item no: 3.6) | Cum | 517.65 | 517.65 | 37.8 | False | None | None | False | None | False | 19567.17 | 0 | | 3635623 | 132240 | None | code03 | 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 For Grading -V Material (Vol III Page No23, Item No. 4.1(V)) | Cum | 2611.35 | 2611.35 | 14.4 | False | None | None | False | None | False | 37603.44 | 0 | | 3635624 | 132240 | None | code04 | 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. (Vol III Page No.26, Item No. 4.17) | Cum | 2686.95 | 2686.95 | 14.4 | False | None | None | False | None | False | 38692.08 | 0 | | 3635625 | 132240 | None | code05 | 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.( Vol III Page no: 31 item no: 5.1 A) | Sqm | 43.05 | 43.05 | 135.0 | False | None | None | False | None | False | 5811.75 | 0 | | 3635626 | 132240 | None | code06 | Providing and laying Bituminous Macadam with 40/60 tph capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the requiredgrade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired ompaction(Vol III Page no: 32 item no: 5.6C) | Cum | 7835.1 | 7835.1 | 6.75 | False | None | None | False | None | False | 52886.925 | 0 | | 3635627 | 132240 | None | code07 | 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 (Vol III Page no 31 , Item no 5.3) | Sqm | 12.6 | 12.6 | 135.0 | False | None | None | False | None | False | 1701.0 | 0 | | 3635628 | 132240 | None | code08 | Mix Seal Surface (MSS) using 8% Waste Plastic Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm (Type-B) aggregates using VG-30 Bitumen (with addition of processed waste plastic of Up to 8 % Replaced by weight of bitumen) to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheel Roller and finishing to required level and grades as per Morth Technical Specification. PWD SR2023-24 (Vol III Page no:154 item no.16.37) | Sqm | 174.3 | 174.3 | 135.0 | False | None | None | False | None | False | 23530.5 | 0 | | 3635629 | 132240 | None | code09 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off 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 & other appurtenaces required to complete the work. | Cum | 254.1 | 254.1 | 33.67 | False | None | None | False | None | False | 8555.547 | 0 | | 3635630 | 132240 | None | code10 | 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) 2.1.2 Mix 1:4:8 Using 40 mm nominal size graded crushed coarseaggregates | Cum | 5947.2 | 5947.2 | 4.35 | False | None | None | False | None | False | 25870.32 | 0 | | 3635631 | 132240 | None | code11 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, 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 2.3.1 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregate | Cum | 6639.15 | 6639.15 | 10.12 | False | None | None | False | None | False | 67188.198 | 0 | | 3635632 | 132240 | None | code12 | Addendum-I , Additionalities for Formwork, Centering & Scaffolding S.N.4 35% P.N. 111 | Cum | 2323.7 | 2323.7 | 10.12 | False | None | None | False | None | False | 23515.844 | 0 | | 3635633 | 132240 | None | code13 | 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. | t | 82961.55 | 82961.55 | 0.3 | False | None | None | False | None | False | 24888.465 | 0 | | 3635634 | 132240 | None | code14 | 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 | 13.52 | False | None | None | False | None | False | 2271.36 | 0 |
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