| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1706341545000 | 1 | None | None | Other Works | Package Tender of 1)Construction of drain near Ganesh house at Kelarikodi 1st cross road of 20th Thiruvail ward in MCC limits(Corporator Fund) | 409621.83 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2315779 | 68315 | 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.All kinds of soils. Depth upto 1.50 m (Page No. 5 Item No.-1.4.1 common SR 2023-24 VOLUME-1 ). | Cum | 271.04 | 271.04 | 70.65 | False | None | None | False | None | False | 19148.976 | 0 | | 2315780 | 68315 | 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 | 7.85 | False | None | None | False | None | False | 49797.888 | 0 | | 2315781 | 68315 | 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. (Page No. 18 Item No.-2.11 (h) common SR 2023-24 VOLUME-1 ). | Tonne | 88492.32 | 88492.32 | 1.06 | False | None | None | False | None | False | 93801.8592 | 0 | | 2315782 | 68315 | 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 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 M20 Design Mix Using 20 mm nominal size graded crushed coarse
aggregates(Page No. 15 Item No.-2.4.2common SR 2023-24 VOLUME-1 ). | Cum | 9560.38 | 9560.38 | 24.73 | False | None | None | False | None | False | 236428.1974 | 0 | | 2315783 | 68315 | None | code05 | 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 | 70.65 | False | None | None | False | None | False | 10444.896 | 0 |
| | 1706341545000 | 1 | None | None | Other Works | Package Tender of 2)Development of Footpath near Ravi house at Parari Kolake bail of 20th Thiruvail ward in MCC limits(Corporator Fund) | 252778.14 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2315784 | 68316 | 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 (Page No. 8 Item No.1.12 COMMON SR 2023-24 VOLUME-1 ). | Cum | 106.4 | 106.4 | 36.75 | False | None | None | False | None | False | 3910.2 | 0 | | 2315785 | 68316 | 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. 10.1.7W.S and UGD WORKS S.R 2023-24VOLUME -V). | Rmtr | 460.32 | 460.32 | 6.0 | False | None | None | False | None | False | 2761.92 | 0 | | 2315786 | 68316 | 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(Page No.23 Item No.-4.1 (i) Road and Bridge SR 2023-24 VOLUME-3 ). | Cum | 2786.56 | 2786.56 | 12.25 | False | None | None | False | None | False | 34135.36 | 0 | | 2315787 | 68316 | None | code04 | 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. Dry Lean Cement Concrete Sub- base (Page No. 49 Item No.-6.1 Road and Bridge SR 2021-22 VOLUME-3 ). | Cum | 5510.4 | 5510.4 | 12.25 | False | None | None | False | None | False | 67502.4 | 0 | | 2315788 | 68316 | None | code05 | 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 M30 (Grade), coarse and fine aggregates conforming to IS:383, 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. (Page No.149 Item No.-16.28 Road and Bridge SR 2023-24 VOLUME-3 ). | Cum | 7564.48 | 7564.48 | 18.38 | False | None | None | False | None | False | 139035.1424 | 0 | | 2315789 | 68316 | None | code06 | 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 | 36.75 | False | None | None | False | None | False | 5433.12 | 0 |
| | 1706341545000 | 1 | None | None | Other Works | Package Tender of 3)Construction of retaining wall near Dharanesh house at Parari Kolakebail of 20th Thiruvail ward in MCC limits(Corporator Fund) | 412972.06 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2315790 | 68317 | 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.All kinds of soils. Depth upto 1.50 m (Page No. 5 Item No.-1.4.1 common SR 2023-24 VOLUME-1 ). | Cum | 271.04 | 271.04 | 70.19 | False | None | None | False | None | False | 19024.2976 | 0 | | 2315791 | 68317 | 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 | 5.84 | False | None | None | False | None | False | 37047.0912 | 0 | | 2315792 | 68317 | 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. (Page No. 18 Item No.-2.11 (h) common SR 2023-24 VOLUME-1 ). | Tonne | 88492.32 | 88492.32 | 2.18 | False | None | None | False | None | False | 192913.2576 | 0 | | 2315793 | 68317 | None | code04 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe
110mm outer dia at 2 kg per m2 , extending through the full width of the structure with slope of 1V :20H towards drawing
foce. Complete as per drawing and Technical Specifications(PWDSR 2023-24,Vol-3,Pg 117 & item no 12.2) | Sqm | 267.68 | 267.68 | 11.25 | False | None | None | False | None | False | 3011.4 | 0 | | 2315794 | 68317 | None | code05 | Providing and laying in 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Page No. 15 Item No.-2.3.1common SR 2023-24 VOLUME-1 ). | Cum | 7789.94 | 7789.94 | 19.85 | False | None | None | False | None | False | 154630.309 | 0 | | 2315795 | 68317 | None | code06 | 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 | 21.3 | False | None | None | False | None | False | 6345.696 | 0 |
| | 1706341545000 | 1 | None | None | Other Works | Package Tender of 4)Providing concrete pavement near Rohithaksha house of 20th Thiruvail ward in MCC limits(Corporator Fund) | 126320.32 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2315796 | 68318 | 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 (Page No. 8 Item No.1.12 COMMON SR 2023-24 VOLUME-1 ). | Cum | 106.4 | 106.4 | 18.3 | False | None | None | False | None | False | 1947.12 | 0 | | 2315797 | 68318 | 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. 10.1.7W.S and UGD WORKS S.R 2023-24VOLUME -V). | Rmtr | 460.32 | 460.32 | 4.0 | False | None | None | False | None | False | 1841.28 | 0 | | 2315798 | 68318 | 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(Page No.23 Item No.-4.1 (i) Road and Bridge SR 2023-24 VOLUME-3 ). | Cum | 2786.56 | 2786.56 | 6.1 | False | None | None | False | None | False | 16998.016 | 0 | | 2315799 | 68318 | None | code04 | 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. Dry Lean Cement Concrete Sub- base (Page No. 49 Item No.-6.1 Road and Bridge SR 2021-22 VOLUME-3 ). | Cum | 5510.4 | 5510.4 | 6.1 | False | None | None | False | None | False | 33613.44 | 0 | | 2315800 | 68318 | None | code05 | 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 M30 (Grade), coarse and fine aggregates conforming to IS:383, 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. (Page No.149 Item No.-16.28 Road and Bridge SR 2023-24 VOLUME-3 ). | Cum | 7564.48 | 7564.48 | 9.15 | False | None | None | False | None | False | 69214.992 | 0 | | 2315801 | 68318 | None | code06 | 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 | 18.3 | False | None | None | False | None | False | 2705.472 | 0 |
| | 1706341846000 | 0 | None | None | Other Works | Package Tender of 1)Construction of drain near Ganesh house at Kelarikodi 1st cross road 2)Development of Footpath near Ravi house at Parari Kolake bail 3)Construction of retaining wall near Dharanesh house at Parari Kolakebail 4)Providing concrete pavement near Rohithaksha house of 20th Thiruvail ward in MCC limits(Corporator Fund) | 1201692.35 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2315807 | 68319 | 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 (Page No. 8 Item No.1.12 COMMON SR 2023-24 VOLUME-1 ). | Cum | 106.4 | 106.4 | 36.75 | False | None | None | False | None | False | 3910.2 | 0 | | 2315813 | 68319 | 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.All kinds of soils. Depth upto 1.50 m (Page No. 5 Item No.-1.4.1 common SR 2023-24 VOLUME-1 ). | Cum | 271.04 | 271.04 | 70.19 | False | None | None | False | None | False | 19024.2976 | 0 | | 2315819 | 68319 | 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 (Page No. 8 Item No.1.12 COMMON SR 2023-24 VOLUME-1 ). | Cum | 106.4 | 106.4 | 18.3 | False | None | None | False | None | False | 1947.12 | 0 | | 2315802 | 68319 | 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.All kinds of soils. Depth upto 1.50 m (Page No. 5 Item No.-1.4.1 common SR 2023-24 VOLUME-1 ). | Cum | 271.04 | 271.04 | 70.65 | False | None | None | False | None | False | 19148.976 | 0 | | 2315803 | 68319 | 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 | 7.85 | False | None | None | False | None | False | 49797.888 | 0 | | 2315808 | 68319 | 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. 10.1.7W.S and UGD WORKS S.R 2023-24VOLUME -V). | Rmtr | 460.32 | 460.32 | 6.0 | False | None | None | False | None | False | 2761.92 | 0 | | 2315814 | 68319 | 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 | 5.84 | False | None | None | False | None | False | 37047.0912 | 0 | | 2315820 | 68319 | 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. 10.1.7W.S and UGD WORKS S.R 2023-24VOLUME -V). | Rmtr | 460.32 | 460.32 | 4.0 | False | None | None | False | None | False | 1841.28 | 0 | | 2315821 | 68319 | 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(Page No.23 Item No.-4.1 (i) Road and Bridge SR 2023-24 VOLUME-3 ). | Cum | 2786.56 | 2786.56 | 6.1 | False | None | None | False | None | False | 16998.016 | 0 | | 2315815 | 68319 | 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. (Page No. 18 Item No.-2.11 (h) common SR 2023-24 VOLUME-1 ). | Tonne | 88492.32 | 88492.32 | 2.18 | False | None | None | False | None | False | 192913.2576 | 0 | | 2315809 | 68319 | 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(Page No.23 Item No.-4.1 (i) Road and Bridge SR 2023-24 VOLUME-3 ). | Cum | 2786.56 | 2786.56 | 12.25 | False | None | None | False | None | False | 34135.36 | 0 | | 2315804 | 68319 | 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. (Page No. 18 Item No.-2.11 (h) common SR 2023-24 VOLUME-1 ). | Tonne | 88492.32 | 88492.32 | 1.06 | False | None | None | False | None | False | 93801.8592 | 0 | | 2315805 | 68319 | 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 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 M20 Design Mix Using 20 mm nominal size graded crushed coarse
aggregates(Page No. 15 Item No.-2.4.2common SR 2023-24 VOLUME-1 ). | Cum | 9560.38 | 9560.38 | 24.73 | False | None | None | False | None | False | 236428.1974 | 0 | | 2315810 | 68319 | None | code04 | 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. Dry Lean Cement Concrete Sub- base (Page No. 49 Item No.-6.1 Road and Bridge SR 2021-22 VOLUME-3 ). | Cum | 5510.4 | 5510.4 | 12.25 | False | None | None | False | None | False | 67502.4 | 0 | | 2315816 | 68319 | None | code04 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe
110mm outer dia at 2 kg per m2 , extending through the full width of the structure with slope of 1V :20H towards drawing
foce. Complete as per drawing and Technical Specifications(PWDSR 2023-24,Vol-3,Pg 117 & item no 12.2) | Sqm | 267.68 | 267.68 | 11.25 | False | None | None | False | None | False | 3011.4 | 0 | | 2315822 | 68319 | None | code04 | 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. Dry Lean Cement Concrete Sub- base (Page No. 49 Item No.-6.1 Road and Bridge SR 2021-22 VOLUME-3 ). | Cum | 5510.4 | 5510.4 | 6.1 | False | None | None | False | None | False | 33613.44 | 0 | | 2315806 | 68319 | None | code05 | 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 | 70.65 | False | None | None | False | None | False | 10444.896 | 0 | | 2315811 | 68319 | None | code05 | 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 M30 (Grade), coarse and fine aggregates conforming to IS:383, 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. (Page No.149 Item No.-16.28 Road and Bridge SR 2023-24 VOLUME-3 ). | Cum | 7564.48 | 7564.48 | 18.38 | False | None | None | False | None | False | 139035.1424 | 0 | | 2315817 | 68319 | None | code05 | Providing and laying in 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Page No. 15 Item No.-2.3.1common SR 2023-24 VOLUME-1 ). | Cum | 7789.94 | 7789.94 | 19.85 | False | None | None | False | None | False | 154630.309 | 0 | | 2315823 | 68319 | None | code05 | 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 M30 (Grade), coarse and fine aggregates conforming to IS:383, 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. (Page No.149 Item No.-16.28 Road and Bridge SR 2023-24 VOLUME-3 ). | Cum | 7564.48 | 7564.48 | 9.15 | False | None | None | False | None | False | 69214.992 | 0 | | 2315812 | 68319 | None | code06 | 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 | 36.75 | False | None | None | False | None | False | 5433.12 | 0 | | 2315818 | 68319 | None | code06 | 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 | 21.3 | False | None | None | False | None | False | 6345.696 | 0 | | 2315824 | 68319 | None | code06 | 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 | 18.3 | False | None | None | False | None | False | 2705.472 | 0 |
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