| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1708249016000 | 1 | None | None | Roads | Package Tender of 1)Providing concrete pavement to cross road near Narayana Guru Mandira at Kulai of 9th Kulai ward in MCC limits(Corporator Fund) | 274030.18 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2686939 | 84216 | None | code01 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & 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. All kinds of soils. Depth upto 1.50 m(Page No. 5 Item No.-1.12 common SR2023-24 VOLUME-1 ). | Cum | 106.4 | 106.4 | 21.95 | False | None | None | False | None | False | 2335.48 | 0 | | 2686940 | 84216 | None | code02 | Supplying 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. for: PVC pipes 110mm dia., 6 kg/sqcm & class 3 (P No. 113 Sl No. 10.1.7 W.S and UGD WORKS S.R 2023-24 VOLUME -V). | Rmtr | 460.32 | 460.32 | 7.6 | False | None | None | False | None | False | 3498.432 | 0 | | 2686941 | 84216 | None | code06 | 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 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 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.(Page No. 49 Item No.-6.1 Road and Bridge SR 2023-24 VOLUME-3 ). | Cum | 5510.4 | 5510.4 | 16.1 | False | None | None | False | None | False | 88717.44 | 0 | | 2686942 | 84216 | None | code07 | 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 seperately) (Page No.51 Item No.-6.6 Road and Bridge SR 2023-24 | Cum | 7586.88 | 7586.88 | 22.74 | False | None | None | False | None | False | 172525.6512 | 0 | | 2686943 | 84216 | None | code08 | Supplying and fixing SFRC frame and cover conforming to IS 12592 (part-I)-1988 and IS 12592 (part-II)- 1991 with latest amendment, including cutting slabs to the required size for the opening and fixing the cover in C.C. 1:2:4 and C.M. 1:3 plastering 20 mm thick to all exposed faces, curing for 10 days with all lead and lift with appurtenances. complete. Heavy Duty )(P No. 196 16.23.2 Rate W.S and UGD WORKS S.R 2023-24 VOLUME -V) | No | 2871.68 | 2871.68 | 1.0 | False | None | None | False | None | False | 2871.68 | 0 | | 2686944 | 84216 | None | code09 | 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. (Page No. 7 Item No.-1.9 common SR 2023-24 VOLUME-1 ). | Cum | 297.92 | 297.92 | 13.7 | False | None | None | False | None | False | 4081.504 | 0 |
| | 1708249016000 | 1 | None | None | Roads | Package Tender of 2)Development near Kordabbu Dwara at Vidyanagara of 9th Kulai ward in MCC limits(Corporator Fund) | 252938.1 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2686945 | 84217 | None | code01 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & 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. All kinds of soils. Depth upto 1.50 m(Page No. 5 Item No.-1.4.1 common SR2023-24 VOLUME-1 ). | Cum | 271.04 | 271.04 | 6.3 | False | None | None | False | None | False | 1707.552 | 0 | | 2686946 | 84217 | 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 1:4:8( 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 | 0.7 | False | None | None | False | None | False | 4440.576 | 0 | | 2686947 | 84217 | None | code03 | 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 (Page No. 18 Item No.2.11-h COMMON SR 2023-24 VOLUME-1 ). | Tonne | 88492.32 | 88492.32 | 0.22 | False | None | None | False | None | False | 19468.3104 | 0 | | 2686948 | 84217 | None | code04 | 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 (Page No. 16 Item No.-2.4.2 common SR 2023-24 VOLUME-1 ). | Cum | 9560.38 | 9560.38 | 2.66 | False | None | None | False | None | False | 25430.6108 | 0 | | 2686949 | 84217 | None | code05 | Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge.( Page no 84, item no 11.25.2 ,Building SR 2023-24 Volume-2 ). | Cum | 106.4 | 106.4 | 62.87 | False | None | None | False | None | False | 6689.368 | 0 | | 2686950 | 84217 | None | code06 | 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 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 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.(Page No. 49 Item No.-6.1 Road and Bridge SR 2023-24 VOLUME-3 ). | Cum | 5510.4 | 5510.4 | 2.51 | False | None | None | False | None | False | 13831.104 | 0 | | 2686951 | 84217 | None | code07 | 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 seperately) (Page No.51 Item No.-6.6 Road and Bridge SR 2023-24 | Cum | 7586.88 | 7586.88 | 5.01 | False | None | None | False | None | False | 38010.2688 | 0 | | 2686952 | 84217 | None | code08 | Disposal off the excess excavated earth of all types by vehicle including loading, unloading with all lead and lifts, labour, HOM of machineries etc. for Distance of 4 to 5 km (P No. 63 Sl No. 4.5 W.S and UGD WORKS S.R 2021-22 VOLUME -V). | Cum | 147.84 | 147.84 | 62.87 | False | None | None | False | None | False | 9294.7008 | 0 | | 2686953 | 84217 | None | code09 | Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of 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 if necessary as per relevant technical specification)( Page no 51, item no 6.8.1 Road and Bridge SR 2023-24 VOLUME-3 ). | Sqm | 1196.16 | 1196.16 | 112.08 | False | None | None | False | None | False | 134065.6128 | 0 |
| | 1708249016000 | 1 | None | None | Roads | Package Tender of 3)Construction of drain near Devikripa house and provding concrete to road near Mahalakshmi Steel t Kuchichigudde of 9th Kulai ward in MCC limits(Corporator Fund) | 379641.36 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2686954 | 84218 | None | code01 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & 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. All kinds of soils. Depth upto 1.50 m(Page No. 5 Item No.-1.4.1 common SR2023-24 VOLUME-1 ). | Cum | 271.04 | 271.04 | 35.1 | False | None | None | False | None | False | 9513.504 | 0 | | 2686955 | 84218 | 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 1:4:8( 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 | 2.7 | False | None | None | False | None | False | 17127.936 | 0 | | 2686956 | 84218 | None | code03 | 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 (Page No. 18 Item No.2.11-h COMMON SR 2023-24 VOLUME-1 ). | Tonne | 88492.32 | 88492.32 | 0.51 | False | None | None | False | None | False | 45131.0832 | 0 | | 2686957 | 84218 | None | code04 | 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 (Page No. 16 Item No.-2.4.2 common SR 2023-24 VOLUME-1 ). | Cum | 9560.38 | 9560.38 | 7.56 | False | None | None | False | None | False | 72276.4728 | 0 | | 2686958 | 84218 | None | code05 | Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge.( Page no 84, item no 11.25.2 ,Building SR 2023-24 Volume-2 ). | Cum | 106.4 | 106.4 | 33.25 | False | None | None | False | None | False | 3537.8 | 0 | | 2686959 | 84218 | None | code06 | 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. Mix 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates (Page No. 15 Item No.-2.1.6 common SR 2023-24 VOLUME-1 ). | Rmtr | 460.32 | 460.32 | 7.6 | False | None | None | False | None | False | 3498.432 | 0 | | 2686960 | 84218 | None | code07 | 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 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 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.(Page No. 49 Item No.-6.1 Road and Bridge SR 2023-24 VOLUME-3 ). | Cum | 5510.4 | 5510.4 | 13.4 | False | None | None | False | None | False | 73839.36 | 0 | | 2686961 | 84218 | None | code08 | 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 seperately) (Page No.51 Item No.-6.6 Road and Bridge SR 2023-24 | Cum | 7586.88 | 7586.88 | 18.77 | False | None | None | False | None | False | 142405.7376 | 0 | | 2686962 | 84218 | None | code09 | 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. (Page No. 7 Item No.-1.9 common SR 2023-24 VOLUME-1 ). | Cum | 297.92 | 297.92 | 14.7 | False | None | None | False | None | False | 4379.424 | 0 | | 2686963 | 84218 | None | code10 | Disposal off the excess excavated earth of all types by vehicle including loading, unloading with all lead and lifts, labour, HOM of machineries etc. for Distance of 4 to 5 km (P No. 63 Sl No. 4.5 W.S and UGD WORKS S.R 2021-22 VOLUME -V). | Cum | 147.84 | 147.84 | 53.65 | False | None | None | False | None | False | 7931.616 | 0 |
| | 1708249016000 | 0 | None | None | Roads | Package Tender of 1)Providing concrete pavement to cross road near Narayana Guru Mandira at Kulai 2)Development near Kordabbu Dwara at Vidyanagara 3)Construction of drain near Devikripa house and provding concrete to road near Mahalakshmi Steel Kuchichigudde of 9th Kulai ward in MCC limits(Corporator Fund) | 906609.64 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2686965 | 84219 | None | code01 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & 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. All kinds of soils. Depth upto 1.50 m(Page No. 5 Item No.-1.4.1 common SR2023-24 VOLUME-1 ). | Cum | 271.04 | 271.04 | 35.1 | False | None | None | False | None | False | 9513.504 | 0 | | 2686966 | 84219 | None | code01 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & 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. All kinds of soils. Depth upto 1.50 m(Page No. 5 Item No.-1.12 common SR2023-24 VOLUME-1 ). | Cum | 106.4 | 106.4 | 21.95 | False | None | None | False | None | False | 2335.48 | 0 | | 2686964 | 84219 | None | code01 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & 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. All kinds of soils. Depth upto 1.50 m(Page No. 5 Item No.-1.4.1 common SR2023-24 VOLUME-1 ). | Cum | 271.04 | 271.04 | 6.3 | False | None | None | False | None | False | 1707.552 | 0 | | 2686967 | 84219 | None | code02 | Supplying 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. for: PVC pipes 110mm dia., 6 kg/sqcm & class 3 (P No. 113 Sl No. 10.1.7 W.S and UGD WORKS S.R 2023-24 VOLUME -V). | Rmtr | 460.32 | 460.32 | 7.6 | False | None | None | False | None | False | 3498.432 | 0 | | 2686968 | 84219 | 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 1:4:8( 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 | 0.7 | False | None | None | False | None | False | 4440.576 | 0 | | 2686969 | 84219 | 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 1:4:8( 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 | 2.7 | False | None | None | False | None | False | 17127.936 | 0 | | 2686970 | 84219 | None | code06 | 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 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 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.(Page No. 49 Item No.-6.1 Road and Bridge SR 2023-24 VOLUME-3 ). | Cum | 5510.4 | 5510.4 | 16.1 | False | None | None | False | None | False | 88717.44 | 0 | | 2686971 | 84219 | None | code03 | 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 (Page No. 18 Item No.2.11-h COMMON SR 2023-24 VOLUME-1 ). | Tonne | 88492.32 | 88492.32 | 0.22 | False | None | None | False | None | False | 19468.3104 | 0 | | 2686972 | 84219 | None | code03 | 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 (Page No. 18 Item No.2.11-h COMMON SR 2023-24 VOLUME-1 ). | Tonne | 88492.32 | 88492.32 | 0.51 | False | None | None | False | None | False | 45131.0832 | 0 | | 2686973 | 84219 | None | code04 | 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 (Page No. 16 Item No.-2.4.2 common SR 2023-24 VOLUME-1 ). | Cum | 9560.38 | 9560.38 | 2.66 | False | None | None | False | None | False | 25430.6108 | 0 | | 2686974 | 84219 | None | code04 | 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 (Page No. 16 Item No.-2.4.2 common SR 2023-24 VOLUME-1 ). | Cum | 9560.38 | 9560.38 | 7.56 | False | None | None | False | None | False | 72276.4728 | 0 | | 2686975 | 84219 | None | code07 | 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 seperately) (Page No.51 Item No.-6.6 Road and Bridge SR 2023-24 | Cum | 7586.88 | 7586.88 | 22.74 | False | None | None | False | None | False | 172525.6512 | 0 | | 2686976 | 84219 | None | code05 | Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge.( Page no 84, item no 11.25.2 ,Building SR 2023-24 Volume-2 ). | Cum | 106.4 | 106.4 | 62.87 | False | None | None | False | None | False | 6689.368 | 0 | | 2686977 | 84219 | None | code05 | Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge.( Page no 84, item no 11.25.2 ,Building SR 2023-24 Volume-2 ). | Cum | 106.4 | 106.4 | 33.25 | False | None | None | False | None | False | 3537.8 | 0 | | 2686978 | 84219 | None | code08 | Supplying and fixing SFRC frame and cover conforming to IS 12592 (part-I)-1988 and IS 12592 (part-II)- 1991 with latest amendment, including cutting slabs to the required size for the opening and fixing the cover in C.C. 1:2:4 and C.M. 1:3 plastering 20 mm thick to all exposed faces, curing for 10 days with all lead and lift with appurtenances. complete. Heavy Duty )(P No. 196 16.23.2 Rate W.S and UGD WORKS S.R 2023-24 VOLUME -V) | No | 2871.68 | 2871.68 | 1.0 | False | None | None | False | None | False | 2871.68 | 0 | | 2686979 | 84219 | None | code06 | 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 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 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.(Page No. 49 Item No.-6.1 Road and Bridge SR 2023-24 VOLUME-3 ). | Cum | 5510.4 | 5510.4 | 2.51 | False | None | None | False | None | False | 13831.104 | 0 | | 2686980 | 84219 | None | code06 | 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. Mix 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates (Page No. 15 Item No.-2.1.6 common SR 2023-24 VOLUME-1 ). | Rmtr | 460.32 | 460.32 | 7.6 | False | None | None | False | None | False | 3498.432 | 0 | | 2686981 | 84219 | None | code09 | 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. (Page No. 7 Item No.-1.9 common SR 2023-24 VOLUME-1 ). | Cum | 297.92 | 297.92 | 13.7 | False | None | None | False | None | False | 4081.504 | 0 | | 2686982 | 84219 | None | code07 | 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 seperately) (Page No.51 Item No.-6.6 Road and Bridge SR 2023-24 | Cum | 7586.88 | 7586.88 | 5.01 | False | None | None | False | None | False | 38010.2688 | 0 | | 2686983 | 84219 | None | code07 | 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 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 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.(Page No. 49 Item No.-6.1 Road and Bridge SR 2023-24 VOLUME-3 ). | Cum | 5510.4 | 5510.4 | 13.4 | False | None | None | False | None | False | 73839.36 | 0 | | 2686984 | 84219 | None | code08 | Disposal off the excess excavated earth of all types by vehicle including loading, unloading with all lead and lifts, labour, HOM of machineries etc. for Distance of 4 to 5 km (P No. 63 Sl No. 4.5 W.S and UGD WORKS S.R 2021-22 VOLUME -V). | Cum | 147.84 | 147.84 | 62.87 | False | None | None | False | None | False | 9294.7008 | 0 | | 2686985 | 84219 | None | code08 | 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 seperately) (Page No.51 Item No.-6.6 Road and Bridge SR 2023-24 | Cum | 7586.88 | 7586.88 | 18.77 | False | None | None | False | None | False | 142405.7376 | 0 | | 2686986 | 84219 | None | code09 | Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of 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 if necessary as per relevant technical specification)( Page no 51, item no 6.8.1 Road and Bridge SR 2023-24 VOLUME-3 ). | Sqm | 1196.16 | 1196.16 | 112.08 | False | None | None | False | None | False | 134065.6128 | 0 | | 2686987 | 84219 | None | code09 | 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. (Page No. 7 Item No.-1.9 common SR 2023-24 VOLUME-1 ). | Cum | 297.92 | 297.92 | 14.7 | False | None | None | False | None | False | 4379.424 | 0 | | 2686988 | 84219 | None | code10 | Disposal off the excess excavated earth of all types by vehicle including loading, unloading with all lead and lifts, labour, HOM of machineries etc. for Distance of 4 to 5 km (P No. 63 Sl No. 4.5 W.S and UGD WORKS S.R 2021-22 VOLUME -V). | Cum | 147.84 | 147.84 | 53.65 | False | None | None | False | None | False | 7931.616 | 0 |
|
|
|---|