tenderSubEstimateList | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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1709386416000 | 1 | None | None | Other Works | Package tender of 1)Extension work development of road near SDM School at Kodikal of 16th Bangra Kulur ward in MCC limits | 379391.71 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2892666 | 94726 | None | code01 | 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. In all kind of soils Depth upto 1.5m (PWDSR 2023-24, Vol-1, Pg 5 & item no 1.4.1) | Cum | 271.04 | 271.04 | 48.0 | False | None | None | False | None | False | 13009.92 | 0 | 2892667 | 94726 | None | code02 | 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.(PWDSR 2023-24,Vol-3,Pg 19 & item no 4.1(i)) | Cum | 2786.56 | 2786.56 | 19.2 | False | None | None | False | None | False | 53501.952 | 0 | 2892668 | 94726 | None | code03 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing. (PWDSR 2023-24 ,Vol-3 Pg 49 & item no 6.1) | Cum | 5510.4 | 5510.4 | 19.2 | False | None | None | False | None | False | 105799.68 | 0 | 2892669 | 94726 | None | code04 | Construction of un-reinforced plain cement concrete pavement using RMC M-30 grade with OPC @ 270 kg/m3 and GGBS@ 90 kg/m3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared sub base. The superplastisiser confirming to IS 9103-1999 Reaffirmed-2008 ,Coarse aggregates and Fine aggregate confirming to IS:383-2016, transported to site, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work). Spreading the concrete with shovels, rackers and compacted using needle, suitable plate vibrator and finished in a continuous operation including provision of separation membrane and Hessian cloth finishing to lines and grades complete including cost of all materials, labour, all lead & lift, loading charges as per specification & direction of Engineer - incharge of the work. (Groove cutting shall be paid (PWDSR 2023-24 ,Vol-3 Pg 51 & item no 6.6) | Cum | 7586.88 | 7586.88 | 27.0 | False | None | None | False | None | False | 204845.76 | 0 | 2892670 | 94726 | None | code05 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (PWDSR 2023-24 ,Vol-1 Pg 7 & item no 1.9) | Cum | 297.92 | 297.92 | 7.5 | False | None | None | False | None | False | 2234.4 | 0 |
| 1709386416000 | 1 | None | None | Other Works | Package tender of 2)Providing Interlock pavement near Sulochana house and Construction of drain near Shrinidhi house cross road of Lokesh Garage at Kottara of 16th Bangra Kulur ward in MCC limits | 349805.58 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2892671 | 94727 | None | code01 | 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. In all kind of soils Depth upto 1.5m (PWD Common SR 2023-24, Volume 1, Pg 5 & item no 1.4.1) | Cum | 271.04 | 271.04 | 60.48 | False | None | None | False | None | False | 16392.4992 | 0 | 2892672 | 94727 | None | code03 | 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 (Page No. 15 Item No.-2.1.2 common SR 2023-24 VOLUME-1 ). | Cum | 6343.68 | 6343.68 | 4.32 | False | None | None | False | None | False | 27404.6976 | 0 | 2892673 | 94727 | 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. (Page No. 18 Item No.-2.11 (h) common SR 2023-24 VOLUME-1 ). | Tonne | 88492.32 | 88492.32 | 0.69 | False | None | None | False | None | False | 61059.7008 | 0 | 2892674 | 94727 | None | code05 | 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 (Page No. 16 Item No.-2.4.2common SR 2023-24 VOLUME-1 ). | Cum | 9505.94 | 9505.94 | 13.99 | False | None | None | False | None | False | 132988.1006 | 0 | 2892675 | 94727 | None | code06 | Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bedof coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification)(PWD Common SR 2023-24, Volume 3, Pg 51& item no 6.8.1) | Sqm | 1196.16 | 1196.16 | 93.6 | False | None | None | False | None | False | 111960.576 | 0 |
| 1709386416000 | 0 | None | None | Other Works | Package tender of 1)Extension work development of road near SDM School at Kodikal 2)Providing Interlock pavement near Sulochana house and Construction of drain near Shrinidhi house cross road of Lokesh Garage at Kottara of 16th Bangra Kulur ward in MCC limits | 729197.29 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2892676 | 94728 | None | code01 | 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. In all kind of soils Depth upto 1.5m (PWDSR 2023-24, Vol-1, Pg 5 & item no 1.4.1) | Cum | 271.04 | 271.04 | 48.0 | False | None | None | False | None | False | 13009.92 | 0 | 2892677 | 94728 | None | code01 | 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. In all kind of soils Depth upto 1.5m (PWD Common SR 2023-24, Volume 1, Pg 5 & item no 1.4.1) | Cum | 271.04 | 271.04 | 60.48 | False | None | None | False | None | False | 16392.4992 | 0 | 2892678 | 94728 | None | code02 | 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.(PWDSR 2023-24,Vol-3,Pg 19 & item no 4.1(i)) | Cum | 2786.56 | 2786.56 | 19.2 | False | None | None | False | None | False | 53501.952 | 0 | 2892679 | 94728 | None | code03 | 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 (Page No. 15 Item No.-2.1.2 common SR 2023-24 VOLUME-1 ). | Cum | 6343.68 | 6343.68 | 4.32 | False | None | None | False | None | False | 27404.6976 | 0 | 2892680 | 94728 | None | code03 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing. (PWDSR 2023-24 ,Vol-3 Pg 49 & item no 6.1) | Cum | 5510.4 | 5510.4 | 19.2 | False | None | None | False | None | False | 105799.68 | 0 | 2892681 | 94728 | 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. (Page No. 18 Item No.-2.11 (h) common SR 2023-24 VOLUME-1 ). | Tonne | 88492.32 | 88492.32 | 0.69 | False | None | None | False | None | False | 61059.7008 | 0 | 2892682 | 94728 | None | code04 | Construction of un-reinforced plain cement concrete pavement using RMC M-30 grade with OPC @ 270 kg/m3 and GGBS@ 90 kg/m3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared sub base. The superplastisiser confirming to IS 9103-1999 Reaffirmed-2008 ,Coarse aggregates and Fine aggregate confirming to IS:383-2016, transported to site, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work). Spreading the concrete with shovels, rackers and compacted using needle, suitable plate vibrator and finished in a continuous operation including provision of separation membrane and Hessian cloth finishing to lines and grades complete including cost of all materials, labour, all lead & lift, loading charges as per specification & direction of Engineer - incharge of the work. (Groove cutting shall be paid (PWDSR 2023-24 ,Vol-3 Pg 51 & item no 6.6) | Cum | 7586.88 | 7586.88 | 27.0 | False | None | None | False | None | False | 204845.76 | 0 | 2892683 | 94728 | None | code05 | 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 (Page No. 16 Item No.-2.4.2common SR 2023-24 VOLUME-1 ). | Cum | 9505.94 | 9505.94 | 13.99 | False | None | None | False | None | False | 132988.1006 | 0 | 2892684 | 94728 | None | code05 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (PWDSR 2023-24 ,Vol-1 Pg 7 & item no 1.9) | Cum | 297.92 | 297.92 | 7.5 | False | None | None | False | None | False | 2234.4 | 0 | 2892685 | 94728 | None | code06 | Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bedof coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification)(PWD Common SR 2023-24, Volume 3, Pg 51& item no 6.8.1) | Sqm | 1196.16 | 1196.16 | 93.6 | False | None | None | False | None | False | 111960.576 | 0 |
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