| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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| 1710243197000 | 0 | None | None | Water /sewage treatment tanks | DEVELOPEMENT OF UGD IN HELIGEHUNDI CONSTRUCTION OF 3MLD SEWAGE TREATMENT PLANT AND ADDITIONAL SEWER NETWORK RESTORATION OF UGD NETWORK IN VAJMANGALA VILLAGE THOREMAVU VILLAGE CHIKKAHALLI VILLAGE IN MYSORE TALUQ AND DEVELOPEMENT OF ROAD IN CHIKKAHALLI VILLAGE AND VAJMANGALA VILLAGE IN MYSORE TALUQ | 10429043.44 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3008873 | 100463 | None | code1.14.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 75.0 | 75.0 | 279.1 | False | None | None | False | None | False | 20932.5 | 0 | | 3008874 | 100463 | None | code2.1.3 | 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 & formworkshall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 5611.0 | 5611.0 | 69.06 | False | None | None | False | None | False | 387495.66 | 0 | | 3008875 | 100463 | None | code2.4.2 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse
aggregates ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 8084.0 | 8084.0 | 79.05 | False | None | None | False | None | False | 639040.2 | 0 | | 3008876 | 100463 | None | code13.1 | Supplying, Fitting and Placing TMT Fe550 bar Reinforcement in sub-structure complete as per Drawing and Technical Specifications. ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | MT | 88282.0 | 88282.0 | 17.784 | False | None | None | False | None | False | 1570007.088 | 0 | | 3008877 | 100463 | None | code17.14 | Providing and laying 100mm thick pre-cast cover slabs over Rain water harvesting pit of width not exceeding 1000 mm using M20 concrete reinforced with TMT bars Fe 500 @ 6kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead andlift charges etc, Complete. ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Sqm | 1147.0 | 1147.0 | 174.04 | False | None | None | False | None | False | 199623.88 | 0 | | 3008878 | 100463 | None | code1.17.1 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenancescomplete in the following strata. All kinds of soils. Depth upto 1.50 m ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 200.0 | 200.0 | 1932.37 | False | None | None | False | None | False | 386474.0 | 0 | | 3008879 | 100463 | None | CodeT040C | Supplying lowering laying, jointing, testing and commissioning of following diameters glazed stone ware pipes, conforming to IS 651:1992, (with 5th revision) in all respects jointing with EPDM rubber rings (seals according to EN 681 & ASPM 425) The rubber seals joints pipe will have groves in interior of socket and exterior of the spigot. The rubber gasket shall be prefixed at the factory by the manufacturer rigidly with approved glue to have leak proof joint including conveying of pipe to work site and rolling and lowering into trenches, laying true to line, level and perfect linking at joints testing and commissoning including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of GSW pipes and specials, with rubber gaskets conforming to EN 681 and ASTM C-425 including cleaning the socket and spigot with soap solution and applying talcum powder for detecting crack, then applying glue and before inserting of rubber gaskets, jacking and fixing in perfect condition including the cost of soap solution, talcum powder and glue etc. and giving necessary hydraulic test to the required pressure of water head with all lead and lifts including costing of jointing materials and all necessary survey works for laying of sewers etc., and disposal of debris as directed etc., complete. (Contractor will make his own arrangements for procuring water for testing) with Rubber ring gasket joints 200mm dia pipes ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Rmtr | 745.0 | 745.0 | 450.0 | False | None | None | False | None | False | 335250.0 | 0 | | 3008880 | 100463 | None | CodeT050E | Supplying S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey.300 mm dia pipes ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Rmtr | 1603.0 | 1603.0 | 540.0 | False | None | None | False | None | False | 865620.0 | 0 | | 3008881 | 100463 | None | CodeT300I | Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall.The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm diaCirc. 1.8m depth ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Nos | 44687.0 | 44687.0 | 40.0 | False | None | None | False | None | False | 1787480.0 | 0 | | 3008882 | 100463 | None | CodeT300M | Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall.The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm diaCirc. 2.0m depth ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Nos | 60163.0 | 60163.0 | 10.0 | False | None | None | False | None | False | 601630.0 | 0 | | 3008883 | 100463 | None | Code1.10 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 126.0 | 126.0 | 1486.217 | False | None | None | False | None | False | 187263.342 | 0 | | 3008884 | 100463 | None | Code1.17.2 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenancescomplete in the following strata. All kinds of soils. Depth exceeding 1.50 m but not exceeding 3.00m ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 253.0 | 253.0 | 108.78 | False | None | None | False | None | False | 27521.34 | 0 | | 3008885 | 100463 | None | Code1.19.1 | Earth work excavation for pipeline trenches in all kinds of by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm whevere necessary as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. Ordinary/soft rock (without requiring blasting) Depth upto 1.50 m ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 352.0 | 352.0 | 148.34 | False | None | None | False | None | False | 52215.68 | 0 | | 3008886 | 100463 | None | Code1.19.2 | Earth work excavation for pipeline trenches in all kinds of by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm whevere necessary as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. Ordinary/soft rock (without requiring blasting) Depth exceeding 1.50m but not exceeding 3.00 m ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 434.0 | 434.0 | 253.82 | False | None | None | False | None | False | 110157.88 | 0 | | 3008887 | 100463 | None | Code2.4.3 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25Design Mix Using 20 mm nominal size graded crushed coarse
aggregates ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 7205.0 | 7205.0 | 162.41 | False | None | None | False | None | False | 1170164.05 | 0 | | 3008888 | 100463 | None | Code6.33 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Sqm | 1099.0 | 1099.0 | 479.6 | False | None | None | False | None | False | 527080.4 | 0 | | 3008889 | 100463 | None | Code18.22.2 | 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 ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Set | 2488.0 | 2488.0 | 28.0 | False | None | None | False | None | False | 69664.0 | 0 | | 3008890 | 100463 | None | Code8.2.1 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Sqm | 261.0 | 261.0 | 1173.04 | False | None | None | False | None | False | 306163.44 | 0 | | 3008891 | 100463 | None | Code15.6 | Providing and laying water proofing treatment to the Water tanks & Liquid Retaining structures with two component acrylic polymer modified cementitious waterproofing membrane with minimum elongation of 50% applied @ 1.5 kg/m2 for internal side waterproofing in two layers with waiting period of 4-6 hrs per layer and food grade epoxy coating in two coats certified by CFTRI Mysuru, including surface preparation completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Sqm | 469.0 | 469.0 | 1173.04 | False | None | None | False | None | False | 550155.76 | 0 | | 3008892 | 100463 | None | Code12.1.7 | 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 ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Rmtr | 377.58 | 377.58 | 1092.0 | False | None | None | False | None | False | 412317.36 | 0 | | 3008893 | 100463 | None | Code12.1.8 | 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 140mm dia., 6 kg/sqcm & class 3 ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Rmtr | 543.12 | 543.12 | 17.45 | False | None | None | False | None | False | 9477.444 | 0 | | 3008894 | 100463 | None | Code12.8.8 | Supply and delivery at site special moulded variety PVC tee as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 110 mm dia 6kg/cm2 pipe tee ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Each | 270.0 | 270.0 | 450.0 | False | None | None | False | None | False | 121500.0 | 0 | | 3008895 | 100463 | None | Code12.8.9 | Supply and delivery at site special moulded variety PVC tee as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 140 mm dia 6kg/cm2 pipe tee ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Each | 384.0 | 384.0 | 7.0 | False | None | None | False | None | False | 2688.0 | 0 | | 3008896 | 100463 | None | Code13.7 | Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 1138.0 | 1138.0 | 48.6 | False | None | None | False | None | False | 55306.8 | 0 | | 3008897 | 100463 | None | Code1.10 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 126.0 | 126.0 | 268.37 | False | None | None | False | None | False | 33814.62 | 0 |
| | 1710243197000 | 1 | None | None | Water /sewage treatment tanks | CONSTRUCTION OF 3MLD SEWAGE TREATMENT PLANT AND ADDITIONAL SEWER NETWORK RESTORATION OF UGD NETWORK IN VAJMANGALA VILLAGE IN MYSORE TALUQ | 9758652.22 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3008898 | 100464 | None | code1.17 | Earth work excavation for pipeline treanches in all kinds of soils by mechanical means above 600mm treanch width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required, utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the follow strata. in all kinds of soil upto 1.5m ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 262.0 | 262.0 | 915.02 | False | None | None | False | None | False | 239735.24 | 0 | | 3008899 | 100464 | None | code1.17 | Earth work excavation for pipeline treanches in all kinds of soils by mechanical means above 600mm treanch width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required, utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the follow strata. in all kinds of soil 1.5 to 3.00m ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 331.0 | 331.0 | 282.25 | False | None | None | False | None | False | 93424.75 | 0 | | 3008900 | 100464 | None | code1.18 | Earth work excavation for pipeline treanches in all kinds of soils by mechanical means above 600mm treanch width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required, utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the follow strata. in all kinds of soil 3.00 to 4.50m ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 480.0 | 480.0 | 55.16 | False | None | None | False | None | False | 26476.8 | 0 | | 3008901 | 100464 | None | code1.19.1 | Earth work excavation for pipeline treanches in all kinds of soils by mechanical means above 600mm treanch width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required, utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the follow strata.In ordinar / soft rock without blasting upto 1.5m ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 454.0 | 454.0 | 457.51 | False | None | None | False | None | False | 207709.54 | 0 | | 3008902 | 100464 | None | code1.19.1 | Earth work excavation for pipeline treanches in all kinds of soils by mechanical means above 600mm treanch width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required, utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the follow strata.In ordinar / soft rock without blasting 1.50 to 3.00m ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 557.0 | 557.0 | 282.25 | False | None | None | False | None | False | 157213.25 | 0 | | 3008903 | 100464 | None | code1.19.1 | Earth work excavation for pipeline treanches in all kinds of soils by mechanical means above 600mm treanch width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required, utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the follow strata.In ordinar / soft rock without blasting 3.00m to 4.50m ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 633.0 | 633.0 | 55.16 | False | None | None | False | None | False | 34916.28 | 0 | | 3008904 | 100464 | None | code1.21 | Earth work excavation for pipeline treanches in all kinds of soils by mechanical means above 600mm treanch width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required, utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the follow strata.In hard soft rock without blasting 1.50m to 3.00m ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 1014.0 | 1014.0 | 152.5 | False | None | None | False | None | False | 154635.0 | 0 | | 3008905 | 100464 | None | code1.21 | Earth work excavation for pipeline treanches in all kinds of soils by mechanical means above 600mm treanch width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required, utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the follow strata.In hard soft rock without blasting 1.50m to 3.00m ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 1120.0 | 1120.0 | 62.72 | False | None | None | False | None | False | 70246.4 | 0 | | 3008906 | 100464 | None | code1.21 | Earth work excavation for pipeline treanches in all kinds of soils by mechanical means above 600mm treanch width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required, utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the follow strata.In hard soft rock without blasting 3.00 to 4.50m ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 1196.0 | 1196.0 | 12.26 | False | None | None | False | None | False | 14662.96 | 0 | | 3008907 | 100464 | None | code16.2 | Supplying lowering laying, jointing, testing and commissioning of following diameters glazed stone ware pipes, conforming to IS 651:1992, (with 5th revision) in all respects jointing with EPDM rubber rings (seals according to EN 681 & ASPM 425) The rubber seals joints pipe will have groves in interior of socket and exterior of the spigot. The rubber gasket shall be prefixed at the factory by the manufacturer rigidly with approved glue to have leak proof joint including conveying of pipe to work site and rolling and lowering into trenches, laying true to line, level and perfect linking at joints testing and commissoning including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of GSW pipes and specials, with rubber gaskets conforming to EN 681 and ASTM C-425 including cleaning the socket and spigot with soap solution and applying talcum powder for detecting crack, then applying glue and before inserting of rubber gaskets, jacking and fixing in perfect condition including the cost of soap solution, talcum powder and glue etc. and giving necessary hydraulic test to the required pressure of water head with all lead and lifts including costing of jointing materials and all necessary survey works for laying of sewers etc., and disposal of debris as directed etc., complete. Contractor will make his own arrangements for procuring water for testing) with Rubber ring gasket joints 150mm dia SWG pipe ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Rmtr | 624.0 | 624.0 | 583.8 | False | None | None | False | None | False | 364291.2 | 0 | | 3008908 | 100464 | None | code10.2.4 | Supplying UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark 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 and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes 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: as directed etc., complete. (Contractor will make his own arrangements for procuring water for testing) Pipes of SN4 160mm dia (UPVC) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Rmtr | 576.0 | 576.0 | 250.2 | False | None | None | False | None | False | 144115.2 | 0 | | 3008909 | 100464 | None | code 16.46 | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks of approved quality and Heavy duty SFRC manhole frame and cover for 1.20 mtr dia 1.00 mtr depth ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Nos | 24999.0 | 24999.0 | 12.0 | False | None | None | False | None | False | 299988.0 | 0 | | 3008910 | 100464 | None | code 16.48 | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks of approved quality and Heavy duty SFRC manhole frame and cover for 1.20 mtr dia 1.20 mtr depth ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Nos | 29420.4 | 29420.4 | 2.0 | False | None | None | False | None | False | 58840.8 | 0 | | 3008911 | 100464 | None | code16.48 | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks of approved quality and Heavy duty SFRC manhole frame and cover for 1.20 mtr dia 1.30 mtr depth ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Nos | 31631.1 | 31631.1 | 2.0 | False | None | None | False | None | False | 63262.2 | 0 | | 3008912 | 100464 | None | code16.48 | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks of approved quality and Heavy duty SFRC manhole frame and cover for 1.20 mtr dia 1.50 mtr depth ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Nos | 36052.5 | 36052.5 | 2.0 | False | None | None | False | None | False | 72105.0 | 0 | | 3008913 | 100464 | None | code16.48 | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks of approved quality and Heavy duty SFRC manhole frame and cover for 1.20 mtr dia 1.60 mtr depth ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Nos | 38263.2 | 38263.2 | 2.0 | False | None | None | False | None | False | 76526.4 | 0 | | 3008914 | 100464 | None | code16.48 | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks of approved quality and Heavy duty SFRC manhole frame and cover for 1.20 mtr dia 1.70 mtr depth ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Nos | 40473.9 | 40473.9 | 2.0 | False | None | None | False | None | False | 80947.8 | 0 | | 3008915 | 100464 | None | code16.48 | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks of approved quality and Heavy duty SFRC manhole frame and cover for 1.20 mtr dia 1.80 mtr depth ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Nos | 42684.6 | 42684.6 | 2.0 | False | None | None | False | None | False | 85369.2 | 0 | | 3008916 | 100464 | None | code16.48 | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks of approved quality and Heavy duty SFRC manhole frame and cover for 1.20 mtr dia 2.00 mtr depth ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Nos | 47106.0 | 47106.0 | 1.0 | False | None | None | False | None | False | 47106.0 | 0 | | 3008917 | 100464 | None | code16.48 | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks of approved quality and Heavy duty SFRC manhole frame and cover for 1.20 mtr dia 2.30mtr depth ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Nos | 54492.6 | 54492.6 | 1.0 | False | None | None | False | None | False | 54492.6 | 0 | | 3008918 | 100464 | None | code16.48 | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks of approved quality and Heavy duty SFRC manhole frame and cover for 1.50 mtr dia 2.30 mtr depth ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Nos | 65338.2 | 65338.2 | 1.0 | False | None | None | False | None | False | 65338.2 | 0 | | 3008919 | 100464 | None | code16.48 | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks of approved quality and Heavy duty SFRC manhole frame and cover for 1.50 mtr dia 2.40 mtr depth ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Nos | 68170.6 | 68170.6 | 2.0 | False | None | None | False | None | False | 136341.2 | 0 | | 3008920 | 100464 | None | code16.48 | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks of approved quality and Heavy duty SFRC manhole frame and cover for 1.50 mtr dia 2.50 mtr depth ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Nos | 71003.0 | 71003.0 | 2.0 | False | None | None | False | None | False | 142006.0 | 0 | | 3008921 | 100464 | None | code16.48 | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks of approved quality and Heavy duty SFRC manhole frame and cover for 1.50 mtr dia 2.90 mtr depth ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Nos | 82332.6 | 82332.6 | 2.0 | False | None | None | False | None | False | 164665.2 | 0 | | 3008922 | 100464 | None | code16.48 | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks of approved quality and Heavy duty SFRC manhole frame and cover for 1.50 mtr dia 3.00mtr depth ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Nos | 85165.0 | 85165.0 | 1.0 | False | None | None | False | None | False | 85165.0 | 0 | | 3008923 | 100464 | None | code16.48 | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks of approved quality and Heavy duty SFRC manhole frame and cover for 1.50 mtr dia 3.30 mtr depth ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Nos | 94829.8 | 94829.8 | 2.0 | False | None | None | False | None | False | 189659.6 | 0 | | 3008924 | 100464 | None | code16.48 | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks of approved quality and Heavy duty SFRC manhole frame and cover for 1.50 mtr dia 3.50 mtr depth ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Nos | 101273.0 | 101273.0 | 2.0 | False | None | None | False | None | False | 202546.0 | 0 | | 3008925 | 100464 | None | code27.2 | Repairs to Machinehole for different depths including removal of debris,
levelling the brick masonry, construction of brick masonry upto Ground
level, providing CC coping alround the MH cover, plastering both inside
and outside to the brick masonry and fixing of manhole frame and cover,
curing, refilling with appurtenances complete. upto 0.60m depth ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Nos | 16362.0 | 16362.0 | 66.0 | False | None | None | False | None | False | 1079892.0 | 0 | | 3008926 | 100464 | None | code787 | Supplying of SFRC Frame+Cover (Medium Duty) for circular Machinehole ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Nos | 845.0 | 845.0 | 66.0 | False | None | None | False | None | False | 55770.0 | 0 | | 3008927 | 100464 | None | code1.10 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 160.0 | 160.0 | 1938.73 | False | None | None | False | None | False | 310196.8 | 0 | | 3008928 | 100464 | None | code2.8iiA | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead By Mechanical Means Cement Concrete Grade M-15 & M-20 ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 719.0 | 719.0 | 6.48 | False | None | None | False | None | False | 4659.12 | 0 | | 3008929 | 100464 | None | code2.11A | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead By Mechanical Means Dismantling Brick / Tile work / rubble masonry / pitching / etc ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 180.0 | 180.0 | 8.64 | False | None | None | False | None | False | 1555.2 | 0 | | 3008930 | 100464 | None | code2.1.3 | 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) complete for Anchor Blocks/Thrust Blocks. Mix 1:3:6 (M10) Using 40 mm ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 5989.0 | 5989.0 | 3.24 | False | None | None | False | None | False | 19404.36 | 0 | | 3008931 | 100464 | None | code5.4 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 6389.0 | 6389.0 | 8.64 | False | None | None | False | None | False | 55200.96 | 0 | | 3008932 | 100464 | None | Code2.2.1 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)
M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 6601.35 | 6601.35 | 6.32 | False | None | None | False | None | False | 41720.532 | 0 | | 3008933 | 100464 | None | Code1.8 | Supplying, Fitting and Placing TMT Fe 500 & above
Reinforcement in Foundation / Substructure /
Superstructure complete as per Drawing and Technical
Specifications. ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | MT | 73713.0 | 73713.0 | 0.52 | False | None | None | False | None | False | 38330.76 | 0 | | 3008934 | 100464 | None | Code1.14 | Earth work excavation for Foundation by mechanical means for all
works & depth upto 3 m, as per drawing and technical specifications,
including setting out, shoring, strutting, barricading, caution lights,
including dressing of excavated surfaces, disposing off or levelling the
excavated earth or sorting & stacking the selected earth for reuse in a
radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage
of machinery & other appurtenaces required to complete the work ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 102.0 | 102.0 | 917.28 | False | None | None | False | None | False | 93562.56 | 0 | | 3008935 | 100464 | None | Code1.10 | Refilling available earth around trenches/pipelines, cables in layers
not exceeding 20 cms in depth, compacting each deposited layer by
ramming after watering with a lead upto 50 m , and lift upto 1.5 m.
Including cost of all labour complete as per specifications ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 160.0 | 160.0 | 183.46 | False | None | None | False | None | False | 29353.6 | 0 | | 3008936 | 100464 | None | Code2.1.4 | 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) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 6217.0 | 6217.0 | 30.79 | False | None | None | False | None | False | 191421.43 | 0 | | 3008937 | 100464 | None | Code2.2.1 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials,
quality confirming to the requirements of relevant IS codes , labour,
Usage charges of machinery, curing and all the other appurtenances
required to complete the work as per technical specifications. (The cost
of steel reinforcement & formwork to be paid separately) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 6287.0 | 6287.0 | 82.73 | False | None | None | False | None | False | 520123.51 | 0 | | 3008938 | 100464 | None | Code8.12 | Extra for providing and mixing water proofing material in cement plaster
work in proportion recommended by the manufacturers including cost of
material etc as per specifications and as per directions of the Engineerin-Charge ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Kgs | 64.0 | 64.0 | 82.73 | False | None | None | False | None | False | 5294.72 | 0 | | 3008939 | 100464 | None | Code2.4.6 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super
plasticisers, laid in layers, well compacted using needle vibrators,
providing weep holes wherever necesary, including all lead & lifts, cost
of all materials of quality, confirming to the requirements of relevant
IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical
specifications. (The cost of steel reinforcement & formwork to be paid
separately) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 9829.35 | 9829.35 | 118.14 | False | None | None | False | None | False | 1161239.409 | 0 | | 3008940 | 100464 | None | Code2.5.3 | Providing and laying in position Reinforced cement concrete for all
Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregateas per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes alllead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)
M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 10510.5 | 10510.5 | 32.77 | False | None | None | False | None | False | 344429.085 | 0 | | 3008941 | 100464 | None | Code8.12 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the anufacturers including cost of material etc as per specifications and as per directions of the Engineer in-Charge ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Kgs | 64.0 | 64.0 | 233.64 | False | None | None | False | None | False | 14952.96 | 0 | | 3008942 | 100464 | None | Code8.6.2 | Providing 20 mm cement plaster with cement mortar 1:3 (1 cement:
3 coarse sand) finished with a floating coat of neat cement to
brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost
of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Sqm | 429.0 | 429.0 | 88.14 | False | None | None | False | None | False | 37812.06 | 0 | | 3008943 | 100464 | None | Code2.11h | 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. ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Kgs | 79.01 | 79.01 | 28037.24 | False | None | None | False | None | False | 2215222.3324 | 0 | | 3008944 | 100464 | None | Code11.26 | Supplying, laying, jointing, testing and commissioning of GI pipes conforming to IS1239:1990 with latest amendments including fixing collars, elbows, tees, bends, gland cocks and other fittings (excluding cost of specials) with cuts and threads wherever necessary including conveying the materials to workspot including testing for water tightness, with all lead & lifts (contractor will make his own arrangements for procuring water for testing) for 50mm dia medium duty ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Rmtr | 584.0 | 584.0 | 24.0 | False | None | None | False | None | False | 14016.0 | 0 | | 3008945 | 100464 | None | Code2.7.11 | Supplying, laying, jointing, testing and commissioning of GI pipes conforming to IS1239:1990 with latest amendments including fixing collars, elbows, tees, bends, gland cocks and other fittings (excluding cost of specials) with cuts and threads wherever necessary including conveying the materials to workspot including testing for water tightness, with all lead & lifts (contractor will make his own arrangements for procuring water for testing) for 65mm dia medium duty ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Rmtr | 719.0 | 719.0 | 60.0 | False | None | None | False | None | False | 43140.0 | 0 | | 3008946 | 100464 | None | Code2.8.11 | Supplying, laying, jointing, testing and commissioning of GI pipes conforming to IS1239:1990 with latest amendments including fixing collars, elbows, tees, bends, gland cocks and other fittings excluding cost of specials with cuts and threads wherever necessary including conveying the materials to workspot including testing for water tightness, with all lead & lifts contractor will make his own arrangements for procuring water for testing for 80mm dia medium duty ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Rmtr | 891.0 | 891.0 | 35.0 | False | None | None | False | None | False | 31185.0 | 0 | | 3008947 | 100464 | None | Code3.9 | Supplying, laying, jointing, testing and commissioning of GI pipes conforming to IS1239:1990 with latest amendments including fixing collars, elbows, tees, bends, gland cocks and other fittings (excluding cost of specials) with cuts and threads wherever necessary including conveying the materials to workspot including testing for water tightness, with all lead & lifts (contractor will make his own arrangements for procuring water for testing) for 100mm dia medium duty ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Rmtr | 1412.0 | 1412.0 | 6.0 | False | None | None | False | None | False | 8472.0 | 0 | | 3008948 | 100464 | None | Code7.5.1 | Providing Supplying and fixing 80 mm CI flanged puddle pipe thrust line hoisting confirming IS. ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Nos | 1580.0 | 1580.0 | 2.0 | False | None | None | False | None | False | 3160.0 | 0 | | 3008949 | 100464 | None | Code13.31 | Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778, having thermal stability for not and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete. (Internal work exposed on wall) 50mm Nominal OD Pipes ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Rmtr | 781.0 | 781.0 | 100.0 | False | None | None | False | None | False | 78100.0 | 0 | | 3008950 | 100464 | None | Code13.6.5.1 | Providing and fixing in position 65 mm nominal bore gun metal non-return valve horizontal type of approved make including cost of all materials, labour and HOM of equipments with all leads complete as per specifications.65mm nominal ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Nos | 2396.0 | 2396.0 | 6.0 | False | None | None | False | None | False | 14376.0 | 0 | | 3008951 | 100464 | None | Code13.6.6.1 | Providing and fixing in position 80 mm nominal bore gun metal non-return valve horizontal type of approved make including cost of all materials, labour and HOM of equipments with all leads complete as per specifications. 100mm nominal bore ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Nos | 3569.0 | 3569.0 | 4.0 | False | None | None | False | None | False | 14276.0 | 0 |
| | 1710243197000 | 1 | None | None | Water /sewage treatment tanks | RESTORATION AND ADDITIONAL SEWER NETWORK IN THOREMAVU VILLAGE NANJANUD TALUQIN MYSORE TAL | 6491185.3 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3008952 | 100465 | None | code1.17 | Earth work excavation for pipeline treanches in all kinds of soils by mechanical means above 600mm treanch width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required, utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the follow strata. in all kinds of soil upto 1.5m ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 194.0 | 194.0 | 2033.62 | False | None | None | False | None | False | 394522.28 | 0 | | 3008953 | 100465 | None | code1.17 | Earth work excavation for pipeline treanches in all kinds of soils by mechanical means above 600mm treanch width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required, utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the follow strata. in all kinds of soil 1.5 to 3.00m ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 246.0 | 246.0 | 631.63 | False | None | None | False | None | False | 155380.98 | 0 | | 3008954 | 100465 | None | code1.19.1 | Earth work excavation for pipeline treanches in all kinds of soils by mechanical means above 600mm treanch width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required, utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the follow strata.In ordinar / soft rock without blasting upto 1.5m ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 342.0 | 342.0 | 1016.81 | False | None | None | False | None | False | 347749.02 | 0 | | 3008955 | 100465 | None | code1.19.1 | Earth work excavation for pipeline treanches in all kinds of soils by mechanical means above 600mm treanch width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required, utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the follow strata.In ordinar / soft rock without blasting 1.50 to 3.00m ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 421.0 | 421.0 | 631.63 | False | None | None | False | None | False | 265916.23 | 0 | | 3008956 | 100465 | None | code1.21 | Earth work excavation for pipeline treanches in all kinds of soils by mechanical means above 600mm treanch width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required, utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the follow strata.In hard rock without blasting upto 1.50m ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 772.0 | 772.0 | 338.94 | False | None | None | False | None | False | 261661.68 | 0 | | 3008957 | 100465 | None | code1.21 | Earth work excavation for pipeline treanches in all kinds of soils by mechanical means above 600mm treanch width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required, utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the follow strata.In hard rock without blasting 1.50 to 3.00 ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 853.0 | 853.0 | 140.36 | False | None | None | False | None | False | 119727.08 | 0 | | 3008958 | 100465 | None | codeT040 | Supplying lowering laying, jointing, testing and commissioning of following diameters glazed stone ware pipes, conforming to IS 651:1992, (with 5th revision) in all respects jointing with EPDM rubber rings (seals according to EN 681 & ASPM 425) The rubber seals joints pipe will have groves in interior of socket and exterior of the spigot. The rubber gasket shall be prefixed at the factory by the manufacturer rigidly with approved glue to have leak proof joint including conveying of pipe to work site and rolling and lowering into trenches, laying true to line, level and perfect linking at joints testing and commissoning including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of GSW pipes and specials, with rubber gaskets conforming to EN 681 and ASTM C-425 including cleaning the socket and spigot with soap solution and applying talcum powder for detecting crack, then applying glue and before inserting of rubber gaskets, jacking and fixing in perfect condition including the cost of soap solution, talcum powder and glue etc. and giving necessary hydraulic test to the required pressure of water head with all lead and lifts including costing of jointing materials and all necessary survey works for laying of sewers etc., and disposal of debris as directed etc., complete. Contractor will make his own arrangements for procuring water for testing) with Rubber ring gasket joints 150mm dia SWG pipe ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Rmtr | 511.0 | 511.0 | 240.0 | False | None | None | False | None | False | 122640.0 | 0 | | 3008959 | 100465 | None | codeT040 | Supplying lowering laying, jointing, testing and commissioning of following diameters glazed stone ware pipes, conforming to IS 651:1992, (with 5th revision) in all respects jointing with EPDM rubber rings (seals according to EN 681 & ASPM 425) The rubber seals joints pipe will have groves in interior of socket and exterior of the spigot. The rubber gasket shall be prefixed at the factory by the manufacturer rigidly with approved glue to have leak proof joint including conveying of pipe to work site and rolling and lowering into trenches, laying true to line, level and perfect linking at joints testing and commissoning including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of GSW pipes and specials, with rubber gaskets conforming to EN 681 and ASTM C-425 including cleaning the socket and spigot with soap solution and applying talcum powder for detecting crack, then applying glue and before inserting of rubber gaskets, jacking and fixing in perfect condition including the cost of soap solution, talcum powder and glue etc. and giving necessary hydraulic test to the required pressure of water head with all lead and lifts including costing of jointing materials and all necessary survey works for laying of sewers etc., and disposal of debris as directed etc., complete. Contractor will make his own arrangements for procuring water for testing) with Rubber ring gasket joints 200mm dia SWG pipe ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Rmtr | 723.0 | 723.0 | 240.0 | False | None | None | False | None | False | 173520.0 | 0 | | 3008960 | 100465 | None | codeT040 | Supplying lowering laying, jointing, testing and commissioning of following diameters glazed stone ware pipes, conforming to IS 651:1992, (with 5th revision) in all respects jointing with EPDM rubber rings (seals according to EN 681 & ASPM 425) The rubber seals joints pipe will have groves in interior of socket and exterior of the spigot. The rubber gasket shall be prefixed at the factory by the manufacturer rigidly with approved glue to have leak proof joint including conveying of pipe to work site and rolling and lowering into trenches, laying true to line, level and perfect linking at joints testing and commissoning including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of GSW pipes and specials, with rubber gaskets conforming to EN 681 and ASTM C-425 including cleaning the socket and spigot with soap solution and applying talcum powder for detecting crack, then applying glue and before inserting of rubber gaskets, jacking and fixing in perfect condition including the cost of soap solution, talcum powder and glue etc. and giving necessary hydraulic test to the required pressure of water head with all lead and lifts including costing of jointing materials and all necessary survey works for laying of sewers etc., and disposal of debris as directed etc., complete. Contractor will make his own arrangements for procuring water for testing) with Rubber ring gasket joints 250mm dia SWG pipe ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Rmtr | 949.0 | 949.0 | 180.0 | False | None | None | False | None | False | 170820.0 | 0 | | 3008961 | 100465 | None | codeT030 | Supplying, lowering, laying, jointing, testing and commissioning of Glazed Stone Ware Pipes of following dia, conforming to IS 651:1992, IS 4127 with latest amendments, including conveying to work site, caulking with hemp dipped in tar and jointing with CM 1:1.5 using OPC, perfect linking and curing for 10 days and testing with water etc. with all lead, lifts and as per Technical Specifications. The cost to include the cost of all jointing materials, necessary survey works for laying of sewer lines etc. complete. The contractor will make own arrangements for procuring water for testing. 150mm dia SWG pipe ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Rmtr | 466.0 | 466.0 | 40.0 | False | None | None | False | None | False | 18640.0 | 0 | | 3008962 | 100465 | None | codeT030 | Supplying, lowering, laying, jointing, testing and commissioning of Glazed Stone Ware Pipes of following dia, conforming to IS 651:1992, IS 4127 with latest amendments, including conveying to work site, caulking with hemp dipped in tar and jointing with CM 1:1.5 using OPC, perfect linking and curing for 10 days and testing with water etc. with all lead, lifts and as per Technical Specifications. The cost to include the cost of all jointing materials, necessary survey works for laying of sewer lines etc. complete. The contractor will make own arrangements for procuring water for testing. 200mm dia SWG pipe ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Rmtr | 662.0 | 662.0 | 160.0 | False | None | None | False | None | False | 105920.0 | 0 | | 3008963 | 100465 | None | codeT030 | Supplying, lowering, laying, jointing, testing and commissioning of Glazed Stone Ware Pipes of following dia, conforming to IS 651:1992, IS 4127 with latest amendments, including conveying to work site, caulking with hemp dipped in tar and jointing with CM 1:1.5 using OPC, perfect linking and curing for 10 days and testing with water etc. with all lead, lifts and as per Technical Specifications. The cost to include the cost of all jointing materials, necessary survey works for laying of sewer lines etc. complete. The contractor will make own arrangements for procuring water for testing. 250mm dia SWG pipe ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Rmtr | 888.0 | 888.0 | 120.0 | False | None | None | False | None | False | 106560.0 | 0 | | 3008964 | 100465 | None | codeM020D | Supplying UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark 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 and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes 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: as directed etc., complete. (Contractor will make his own arrangements for procuring water for testing) Pipes of SN4 160mm dia (UPVC) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Rmtr | 556.0 | 556.0 | 120.0 | False | None | None | False | None | False | 66720.0 | 0 | | 3008965 | 100465 | None | codeT050 | Supplying S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey. 300mm dia ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Rmtr | 1115.0 | 1115.0 | 300.0 | False | None | None | False | None | False | 334500.0 | 0 | | 3008966 | 100465 | None | codeT570 | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks of approved quality and Heavy duty SFRC manhole frame and cover for 1.20 mtr dia 1.00 mtr depth ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Nos | 22539.0 | 22539.0 | 5.0 | False | None | None | False | None | False | 112695.0 | 0 | | 3008967 | 100465 | None | codeT570 | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks of approved quality and Heavy duty SFRC manhole frame and cover for 1.20 mtr dia 1.20 mtr depth ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Nos | 26644.4 | 26644.4 | 5.0 | False | None | None | False | None | False | 133222.0 | 0 | | 3008968 | 100465 | None | codeT570 | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks of approved quality and Heavy duty SFRC manhole frame and cover for 1.20 mtr dia 1.40 mtr depth ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Nos | 30749.8 | 30749.8 | 5.0 | False | None | None | False | None | False | 153749.0 | 0 | | 3008969 | 100465 | None | codeT570 | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks of approved quality and Heavy duty SFRC manhole frame and cover for 1.20 mtr dia 1.50 mtr depth ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Nos | 32802.5 | 32802.5 | 4.0 | False | None | None | False | None | False | 131210.0 | 0 | | 3008970 | 100465 | None | codeT570 | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks of approved quality and Heavy duty SFRC manhole frame and cover for 1.20 mtr dia 1.90mtr depth ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Nos | 41013.3 | 41013.3 | 4.0 | False | None | None | False | None | False | 164053.2 | 0 | | 3008971 | 100465 | None | codeT570 | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks of approved quality and Heavy duty SFRC manhole frame and cover for 1.20 mtr dia 2.30 mtr depth ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Nos | 49868.8 | 49868.8 | 4.0 | False | None | None | False | None | False | 199475.2 | 0 | | 3008972 | 100465 | None | codeT590 | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks of approved quality and Heavy duty SFRC manhole frame and cover for 1.50 mtr dia 2.40 mtr depth ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Nos | 62274.0 | 62274.0 | 4.0 | False | None | None | False | None | False | 249096.0 | 0 | | 3008973 | 100465 | None | codeT590 | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks of approved quality and Heavy duty SFRC manhole frame and cover for 1.50 mtr dia 2.50 mtr depth ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Nos | 64874.5 | 64874.5 | 4.0 | False | None | None | False | None | False | 259498.0 | 0 | | 3008974 | 100465 | None | codeT590 | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks of approved quality and Heavy duty SFRC manhole frame and cover for 1.50 mtr dia 2.60 mtr depth ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Nos | 67475.0 | 67475.0 | 4.0 | False | None | None | False | None | False | 269900.0 | 0 | | 3008975 | 100465 | None | codeT590 | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks of approved quality and Heavy duty SFRC manhole frame and cover for 1.50 mtr dia 2.70 mtr depth ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Nos | 70075.5 | 70075.5 | 3.0 | False | None | None | False | None | False | 210226.5 | 0 | | 3008976 | 100465 | None | code27.2 | Repairs to Machinehole for different depths including removal of debris,
levelling the brick masonry, construction of brick masonry upto Ground
level, providing CC coping alround the MH cover, plastering both inside
and outside to the brick masonry and fixing of manhole frame and cover,
curing, refilling with appurtenances complete. upto 0.60m depth ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Nos | 14790.0 | 14790.0 | 20.0 | False | None | None | False | None | False | 295800.0 | 0 | | 3008977 | 100465 | None | code1310 | Supplying of SFRC Frame+Cover (Medium Duty) for circular Machinehole ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Nos | 845.0 | 845.0 | 20.0 | False | None | None | False | None | False | 16900.0 | 0 | | 3008978 | 100465 | None | code1.10 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 122.0 | 122.0 | 4346.72 | False | None | None | False | None | False | 530299.84 | 0 | | 3008979 | 100465 | None | code2.8A | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead By Mechanical Means Cement Concrete Grade M-15 & M-20 ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 881.0 | 881.0 | 6.48 | False | None | None | False | None | False | 5708.88 | 0 | | 3008980 | 100465 | None | code2.11A | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead By Mechanical Means Dismantling Brick / Tile work / rubble masonry / pitching / etc ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 135.0 | 135.0 | 8.64 | False | None | None | False | None | False | 1166.4 | 0 | | 3008981 | 100465 | None | code2.1.3 | 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) complete for Anchor Blocks/Thrust Blocks. Mix 1:3:6 (M10) Using 40 mm ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 5448.0 | 5448.0 | 3.24 | False | None | None | False | None | False | 17651.52 | 0 | | 3008982 | 100465 | None | code5.4 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 5315.0 | 5315.0 | 8.64 | False | None | None | False | None | False | 45921.6 | 0 | | 3008983 | 100465 | None | Code2.2.1 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)
M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 6078.45 | 6078.45 | 6.48 | False | None | None | False | None | False | 39388.356 | 0 | | 3008984 | 100465 | None | Code1.8 | Supplying, Fitting and Placing TMT Fe 500 & above
Reinforcement in Foundation / Substructure /
Superstructure complete as per Drawing and Technical
Specifications. ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | MT | 70212.0 | 70212.0 | 0.52 | False | None | None | False | None | False | 36510.24 | 0 | | 3008985 | 100465 | None | Code1.10 | Refilling available earth around trenches/pipelines, cables in layers
not exceeding 20 cms in depth, compacting each deposited layer by
ramming after watering with a lead upto 50 m , and lift upto 1.5 m.
Including cost of all labour complete as per specifications ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 122.0 | 122.0 | 2.88 | False | None | None | False | None | False | 351.36 | 0 | | 3008986 | 100465 | None | Code1.10 | Earth work excavation for Foundation by mechanical means for all
works & depth upto 3 m, as per drawing and technical specifications,
including setting out, shoring, strutting, barricading, caution lights,
including dressing of excavated surfaces, disposing off or levelling the
excavated earth or sorting & stacking the selected earth for reuse in a
radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage
of machinery & other appurtenaces required to complete the work ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 73.0 | 73.0 | 136.5 | False | None | None | False | None | False | 9964.5 | 0 | | 3008987 | 100465 | None | Code1030B | Providing and laying C.C.1:1.5:3 proportion for foundation (Screed layer) with 20mm and down size of approved gradation hard, broken granite, trap, basalt or with any other approved hard aggreate including cost and conveyance of all materials with an all lead and lifts. including plywood/steel form work, machine mixing, laying, tamping, vibrating curing etc., complete as directed by Engineer incharge. P&L PCC 1:1.5:3 (20mm aggregates) in foundations incld. shutter, compaction, curing etc.. ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 6190.19 | 6190.19 | 10.24 | False | None | None | False | None | False | 63387.5456 | 0 | | 3008988 | 100465 | None | Code1060A | Providing and laying in position Reinforced cement concrete M30 Design Mix for flat or sloping floor slabs resting on the ground. 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, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing in cement mortar 1:3, 20 mm thick for inside with admixture of water proof compound of requisite proportion, labour,centering, scaffolding, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)) (Contractor will make his own arrangements for testing). ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 10159.22 | 10159.22 | 13.14 | False | None | None | False | None | False | 133492.1508 | 0 | | 3008989 | 100465 | None | Code1070A | Providing and laying in position Reinforced cement concrete M30 Design Mix for vertical side walls, effluent channel baffle walls 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, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 1:3, 20 mm thick for inside with an admixture of water proof compound of requisite proportion of approved quality, labour,centering, scaffolding, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications.(Contractor will make his own arrangements for procuring water for testing). (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.2 bags)). ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 12938.22 | 12938.22 | 22.8 | False | None | None | False | None | False | 294991.416 | 0 | | 3008990 | 100465 | None | Code1090A | Providing and laying in position Reinforced cement concrete M30 Design Mix for top cover flat slab. 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, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing in cement mortar 1:3, 12 mm thick for inside surface, labour,centering, scaffolding, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 13028.22 | 13028.22 | 6.0 | False | None | None | False | None | False | 78169.32 | 0 | | 3008991 | 100465 | None | Code11.32 | Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | MT | 90000.0 | 90000.0 | 4.2 | False | None | None | False | None | False | 378000.0 | 0 | | 3008992 | 100465 | None | Code1 | Providing and filling Filter Media of Effective Size of fine, sand ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 1488.0 | 1488.0 | 4.0 | False | None | None | False | None | False | 5952.0 | 0 | | 3008993 | 100465 | None | Code2 | Providing and filling Filter Media of Effective Size of course sand ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 1488.0 | 1488.0 | 6.0 | False | None | None | False | None | False | 8928.0 | 0 | | 3008994 | 100465 | None | Code3 | Providing and filling Filter Media of Effective Size of gravel ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 200.0 | 200.0 | 6.0 | False | None | None | False | None | False | 1200.0 | 0 |
| | 1710243197000 | 1 | None | None | Water /sewage treatment tanks | Restoration and additional sewer network to existing UGD system in Chikkahalli village. | 4316926.77 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3008995 | 100466 | None | code1.17 | Earth work excavation for pipeline treanches in all kinds of soils by mechanical means above 600mm treanch width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required, utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the follow strata. in all kinds of soil upto 1.5m ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 194.0 | 194.0 | 581.03 | False | None | None | False | None | False | 112719.82 | 0 | | 3008996 | 100466 | None | code1.17 | Earth work excavation for pipeline treanches in all kinds of soils by mechanical means above 600mm treanch width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required, utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the follow strata. in all kinds of soil 1.5 to 3.00m ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 246.0 | 246.0 | 140.36 | False | None | None | False | None | False | 34528.56 | 0 | | 3008997 | 100466 | None | code1.19.1 | Earth work excavation for pipeline treanches in all kinds of soils by mechanical means above 600mm treanch width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required, utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the follow strata.In ordinar / soft rock without blasting upto 1.5m ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 342.0 | 342.0 | 290.52 | False | None | None | False | None | False | 99357.84 | 0 | | 3008998 | 100466 | None | code1.19.1 | Earth work excavation for pipeline treanches in all kinds of soils by mechanical means above 600mm treanch width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required, utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the follow strata.In ordinar / soft rock without blasting 1.50 to 3.00m ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 421.0 | 421.0 | 140.36 | False | None | None | False | None | False | 59091.56 | 0 | | 3008999 | 100466 | None | code1.21 | Earth work excavation for pipeline treanches in all kinds of soils by mechanical means above 600mm treanch width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required, utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the follow strata.In hard rock without blasting upto 1.50m ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 772.0 | 772.0 | 96.84 | False | None | None | False | None | False | 74760.48 | 0 | | 3009000 | 100466 | None | code1.21 | Earth work excavation for pipeline treanches in all kinds of soils by mechanical means above 600mm treanch width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required, utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the follow strata.In hard rock without blasting 1.50 to 3.00 ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 853.0 | 853.0 | 31.19 | False | None | None | False | None | False | 26605.07 | 0 | | 3009001 | 100466 | None | codeT040 | Supplying lowering laying, jointing, testing and commissioning of following diameters glazed stone ware pipes, conforming to IS 651:1992, (with 5th revision) in all respects jointing with EPDM rubber rings (seals according to EN 681 & ASPM 425) The rubber seals joints pipe will have groves in interior of socket and exterior of the spigot. The rubber gasket shall be prefixed at the factory by the manufacturer rigidly with approved glue to have leak proof joint including conveying of pipe to work site and rolling and lowering into trenches, laying true to line, level and perfect linking at joints testing and commissoning including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of GSW pipes and specials, with rubber gaskets conforming to EN 681 and ASTM C-425 including cleaning the socket and spigot with soap solution and applying talcum powder for detecting crack, then applying glue and before inserting of rubber gaskets, jacking and fixing in perfect condition including the cost of soap solution, talcum powder and glue etc. and giving necessary hydraulic test to the required pressure of water head with all lead and lifts including costing of jointing materials and all necessary survey works for laying of sewers etc., and disposal of debris as directed etc., complete. Contractor will make his own arrangements for procuring water for testing) with Rubber ring gasket joints 150mm dia SWG pipe ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Rmtr | 511.0 | 511.0 | 120.0 | False | None | None | False | None | False | 61320.0 | 0 | | 3009002 | 100466 | None | codeT040 | Supplying lowering laying, jointing, testing and commissioning of following diameters glazed stone ware pipes, conforming to IS 651:1992, (with 5th revision) in all respects jointing with EPDM rubber rings (seals according to EN 681 & ASPM 425) The rubber seals joints pipe will have groves in interior of socket and exterior of the spigot. The rubber gasket shall be prefixed at the factory by the manufacturer rigidly with approved glue to have leak proof joint including conveying of pipe to work site and rolling and lowering into trenches, laying true to line, level and perfect linking at joints testing and commissoning including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of GSW pipes and specials, with rubber gaskets conforming to EN 681 and ASTM C-425 including cleaning the socket and spigot with soap solution and applying talcum powder for detecting crack, then applying glue and before inserting of rubber gaskets, jacking and fixing in perfect condition including the cost of soap solution, talcum powder and glue etc. and giving necessary hydraulic test to the required pressure of water head with all lead and lifts including costing of jointing materials and all necessary survey works for laying of sewers etc., and disposal of debris as directed etc., complete. Contractor will make his own arrangements for procuring water for testing) with Rubber ring gasket joints 200mm dia SWG pipe ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Rmtr | 723.0 | 723.0 | 60.0 | False | None | None | False | None | False | 43380.0 | 0 | | 3009003 | 100466 | None | codeT040 | Supplying lowering laying, jointing, testing and commissioning of following diameters glazed stone ware pipes, conforming to IS 651:1992, (with 5th revision) in all respects jointing with EPDM rubber rings (seals according to EN 681 & ASPM 425) The rubber seals joints pipe will have groves in interior of socket and exterior of the spigot. The rubber gasket shall be prefixed at the factory by the manufacturer rigidly with approved glue to have leak proof joint including conveying of pipe to work site and rolling and lowering into trenches, laying true to line, level and perfect linking at joints testing and commissoning including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of GSW pipes and specials, with rubber gaskets conforming to EN 681 and ASTM C-425 including cleaning the socket and spigot with soap solution and applying talcum powder for detecting crack, then applying glue and before inserting of rubber gaskets, jacking and fixing in perfect condition including the cost of soap solution, talcum powder and glue etc. and giving necessary hydraulic test to the required pressure of water head with all lead and lifts including costing of jointing materials and all necessary survey works for laying of sewers etc., and disposal of debris as directed etc., complete. Contractor will make his own arrangements for procuring water for testing) with Rubber ring gasket joints 250mm dia SWG pipe ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Rmtr | 949.0 | 949.0 | 60.0 | False | None | None | False | None | False | 56940.0 | 0 | | 3009004 | 100466 | None | codeT030 | Supplying, lowering, laying, jointing, testing and commissioning of Glazed Stone Ware Pipes of following dia, conforming to IS 651:1992, IS 4127 with latest amendments, including conveying to work site, caulking with hemp dipped in tar and jointing with CM 1:1.5 using OPC, perfect linking and curing for 10 days and testing with water etc. with all lead, lifts and as per Technical Specifications. The cost to include the cost of all jointing materials, necessary survey works for laying of sewer lines etc. complete. The contractor will make own arrangements for procuring water for testing. 150mm dia SWG pipe ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Rmtr | 466.0 | 466.0 | 20.0 | False | None | None | False | None | False | 9320.0 | 0 | | 3009005 | 100466 | None | codeT030 | Supplying, lowering, laying, jointing, testing and commissioning of Glazed Stone Ware Pipes of following dia, conforming to IS 651:1992, IS 4127 with latest amendments, including conveying to work site, caulking with hemp dipped in tar and jointing with CM 1:1.5 using OPC, perfect linking and curing for 10 days and testing with water etc. with all lead, lifts and as per Technical Specifications. The cost to include the cost of all jointing materials, necessary survey works for laying of sewer lines etc. complete. The contractor will make own arrangements for procuring water for testing. 200mm dia SWG pipe ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Rmtr | 662.0 | 662.0 | 40.0 | False | None | None | False | None | False | 26480.0 | 0 | | 3009006 | 100466 | None | codeT030 | Supplying, lowering, laying, jointing, testing and commissioning of Glazed Stone Ware Pipes of following dia, conforming to IS 651:1992, IS 4127 with latest amendments, including conveying to work site, caulking with hemp dipped in tar and jointing with CM 1:1.5 using OPC, perfect linking and curing for 10 days and testing with water etc. with all lead, lifts and as per Technical Specifications. The cost to include the cost of all jointing materials, necessary survey works for laying of sewer lines etc. complete. The contractor will make own arrangements for procuring water for testing. 250mm dia SWG pipe ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Rmtr | 888.0 | 888.0 | 40.0 | False | None | None | False | None | False | 35520.0 | 0 | | 3009007 | 100466 | None | codeM020D | Supplying UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark 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 and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes 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: as directed etc., complete. (Contractor will make his own arrangements for procuring water for testing) Pipes of SN4 160mm dia (UPVC) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Rmtr | 556.0 | 556.0 | 60.0 | False | None | None | False | None | False | 33360.0 | 0 | | 3009008 | 100466 | None | codeT570 | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks of approved quality and Heavy duty SFRC manhole frame and cover for 1.20 mtr dia 1.00 mtr depth ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Nos | 22539.0 | 22539.0 | 2.0 | False | None | None | False | None | False | 45078.0 | 0 | | 3009009 | 100466 | None | codeT570 | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks of approved quality and Heavy duty SFRC manhole frame and cover for 1.20 mtr dia 1.20 mtr depth ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Nos | 26644.4 | 26644.4 | 2.0 | False | None | None | False | None | False | 53288.8 | 0 | | 3009010 | 100466 | None | codeT570 | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks of approved quality and Heavy duty SFRC manhole frame and cover for 1.20 mtr dia 1.40 mtr depth ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Nos | 30749.8 | 30749.8 | 2.0 | False | None | None | False | None | False | 61499.6 | 0 | | 3009011 | 100466 | None | codeT570 | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks of approved quality and Heavy duty SFRC manhole frame and cover for 1.20 mtr dia 1.60 mtr depth ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Nos | 34855.2 | 34855.2 | 2.0 | False | None | None | False | None | False | 69710.4 | 0 | | 3009012 | 100466 | None | codeT570 | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks of approved quality and Heavy duty SFRC manhole frame and cover for 1.20 mtr dia 1.80 mtr depth ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Nos | 38960.6 | 38960.6 | 1.0 | False | None | None | False | None | False | 38960.6 | 0 | | 3009013 | 100466 | None | codeT570 | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks of approved quality and Heavy duty SFRC manhole frame and cover for 1.20 mtr dia 2.00 mtr depth ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Nos | 43066.0 | 43066.0 | 1.0 | False | None | None | False | None | False | 43066.0 | 0 | | 3009014 | 100466 | None | codeT570 | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks of approved quality and Heavy duty SFRC manhole frame and cover for 1.20 mtr dia 2.30 mtr depth ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Nos | 49868.8 | 49868.8 | 1.0 | False | None | None | False | None | False | 49868.8 | 0 | | 3009015 | 100466 | None | codeT590 | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks of approved quality and Heavy duty SFRC manhole frame and cover for 1.50 mtr dia 2.50 mtr depth ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Nos | 64874.5 | 64874.5 | 1.0 | False | None | None | False | None | False | 64874.5 | 0 | | 3009016 | 100466 | None | code27.2 | Repairs to Machinehole for different depths including removal of debris,
levelling the brick masonry, construction of brick masonry upto Ground
level, providing CC coping alround the MH cover, plastering both inside
and outside to the brick masonry and fixing of manhole frame and cover,
curing, refilling with appurtenances complete. upto 0.60m depth ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Nos | 14790.0 | 14790.0 | 15.0 | False | None | None | False | None | False | 221850.0 | 0 | | 3009017 | 100466 | None | code1310 | Supplying of SFRC Frame+Cover (Medium Duty) for circular Machinehole ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Nos | 845.0 | 845.0 | 15.0 | False | None | None | False | None | False | 12675.0 | 0 | | 3009018 | 100466 | None | code1.10 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 122.0 | 122.0 | 1152.8 | False | None | None | False | None | False | 140641.6 | 0 | | 3009019 | 100466 | None | code2.8iiA | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead By Mechanical Means Cement Concrete Grade M-15 & M-20 ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 881.0 | 881.0 | 1.62 | False | None | None | False | None | False | 1427.22 | 0 | | 3009020 | 100466 | None | code2.11A | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead By Mechanical Means Dismantling Brick / Tile work / rubble masonry / pitching / etc ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 135.0 | 135.0 | 2.16 | False | None | None | False | None | False | 291.6 | 0 | | 3009021 | 100466 | None | code2.1.3 | 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) complete for Anchor Blocks/Thrust Blocks. Mix 1:3:6 (M10) Using 40 mm ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 5448.0 | 5448.0 | 0.81 | False | None | None | False | None | False | 4412.88 | 0 | | 3009022 | 100466 | None | code5.4 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 5315.0 | 5315.0 | 2.16 | False | None | None | False | None | False | 11480.4 | 0 | | 3009023 | 100466 | None | Code2.2.1 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)
M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 6078.45 | 6078.45 | 1.62 | False | None | None | False | None | False | 9847.089 | 0 | | 3009024 | 100466 | None | Code1.8 | Supplying, Fitting and Placing TMT Fe 500 & above
Reinforcement in Foundation / Substructure /
Superstructure complete as per Drawing and Technical
Specifications. ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | MT | 78145.0 | 78145.0 | 0.13 | False | None | None | False | None | False | 10158.85 | 0 | | 3009025 | 100466 | None | Code1.14 | Earth work excavation for Foundation by mechanical means for all
works & depth upto 3 m, as per drawing and technical specifications,
including setting out, shoring, strutting, barricading, caution lights,
including dressing of excavated surfaces, disposing off or levelling the
excavated earth or sorting & stacking the selected earth for reuse in a
radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage
of machinery & other appurtenaces required to complete the work ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 73.0 | 73.0 | 455.33 | False | None | None | False | None | False | 33239.09 | 0 | | 3009026 | 100466 | None | Code1.10 | Refilling available earth around trenches/pipelines, cables in layers
not exceeding 20 cms in depth, compacting each deposited layer by
ramming after watering with a lead upto 50 m , and lift upto 1.5 m.
Including cost of all labour complete as per specifications ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 122.0 | 122.0 | 91.07 | False | None | None | False | None | False | 11110.54 | 0 | | 3009027 | 100466 | None | Code2.1.4 | 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) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 5622.0 | 5622.0 | 14.9 | False | None | None | False | None | False | 83767.8 | 0 | | 3009028 | 100466 | None | Code2.2.3.1 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials,
quality confirming to the requirements of relevant IS codes , labour,
Usage charges of machinery, curing and all the other appurtenances
required to complete the work as per technical specifications. (The cost
of steel reinforcement & formwork to be paid separately) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 6135.0 | 6135.0 | 44.99 | False | None | None | False | None | False | 276013.65 | 0 | | 3009029 | 100466 | None | Code8.12 | Extra for providing and mixing water proofing material in cement plaster
work in proportion recommended by the manufacturers including cost of
material etc as per specifications and as per directions of the Engineerin-Charge ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Kgs | 51.0 | 51.0 | 44.99 | False | None | None | False | None | False | 2294.49 | 0 | | 3009030 | 100466 | None | Code2.4.6 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super
plasticisers, laid in layers, well compacted using needle vibrators,
providing weep holes wherever necesary, including all lead & lifts, cost
of all materials of quality, confirming to the requirements of relevant
IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical
specifications. (The cost of steel reinforcement & formwork to be paid
separately) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 9236.7 | 9236.7 | 74.85 | False | None | None | False | None | False | 691366.995 | 0 | | 3009031 | 100466 | None | Code2.5.3 | Providing and laying in position Reinforced cement concrete for all
Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregateas per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes alllead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)
M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 9786.0 | 9786.0 | 15.2 | False | None | None | False | None | False | 148747.2 | 0 | | 3009032 | 100466 | None | Code8.12 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the anufacturers including cost of material etc as per specifications and as per directions of the Engineer in-Charge ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Kgs | 51.0 | 51.0 | 135.04 | False | None | None | False | None | False | 6887.04 | 0 | | 3009033 | 100466 | None | Code8.6.2 | Providing 20 mm cement plaster with cement mortar 1:3 (1 cement:
3 coarse sand) finished with a floating coat of neat cement to
brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost
of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Sqm | 361.0 | 361.0 | 220.4 | False | None | None | False | None | False | 79564.4 | 0 | | 3009034 | 100466 | None | Code2.11h | 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. ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Kgs | 90.0 | 90.0 | 14854.51 | False | None | None | False | None | False | 1336905.9 | 0 | | 3009035 | 100466 | None | Code11.26 | Supplying, laying, jointing, testing and commissioning of GI pipes conforming to IS1239:1990 with latest amendments including fixing collars, elbows, tees, bends, gland cocks and other fittings (excluding cost of specials) with cuts and threads wherever necessary including conveying the materials to workspot including testing for water tightness, with all lead & lifts (contractor will make his own arrangements for procuring water for testing) for 50mm dia medium duty ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Rmtr | 479.0 | 479.0 | 30.0 | False | None | None | False | None | False | 14370.0 | 0 | | 3009036 | 100466 | None | Code2.7.11 | Supplying, laying, jointing, testing and commissioning of GI pipes conforming to IS1239:1990 with latest amendments including fixing collars, elbows, tees, bends, gland cocks and other fittings (excluding cost of specials) with cuts and threads wherever necessary including conveying the materials to workspot including testing for water tightness, with all lead & lifts (contractor will make his own arrangements for procuring water for testing) for 65mm dia medium duty ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Rmtr | 591.0 | 591.0 | 18.0 | False | None | None | False | None | False | 10638.0 | 0 | | 3009037 | 100466 | None | Code2.8.11 | Supplying, laying, jointing, testing and commissioning of GI pipes conforming to IS1239:1990 with latest amendments including fixing collars, elbows, tees, bends, gland cocks and other fittings excluding cost of specials with cuts and threads wherever necessary including conveying the materials to workspot including testing for water tightness, with all lead & lifts contractor will make his own arrangements for procuring water for testing for 80mm dia medium duty ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Rmtr | 754.0 | 754.0 | 12.0 | False | None | None | False | None | False | 9048.0 | 0 | | 3009038 | 100466 | None | Code3.9 | Supplying, laying, jointing, testing and commissioning of GI pipes conforming to IS1239:1990 with latest amendments including fixing collars, elbows, tees, bends, gland cocks and other fittings (excluding cost of specials) with cuts and threads wherever necessary including conveying the materials to workspot including testing for water tightness, with all lead & lifts (contractor will make his own arrangements for procuring water for testing) for 100mm dia medium duty ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Rmtr | 1173.0 | 1173.0 | 3.0 | False | None | None | False | None | False | 3519.0 | 0 | | 3009039 | 100466 | None | Code7.5.1 | Providing Supplying and fixing 80 mm CI flanged puddle pipe thrust line hoisting confirming IS. ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Nos | 1526.0 | 1526.0 | 2.0 | False | None | None | False | None | False | 3052.0 | 0 | | 3009040 | 100466 | None | Code13.31 | Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778, having thermal stability for not and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete. (Internal work exposed on wall) 50mm Nominal OD Pipes ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Rmtr | 767.0 | 767.0 | 100.0 | False | None | None | False | None | False | 76700.0 | 0 | | 3009041 | 100466 | None | Code13.6.5.1 | Providing and fixing in position 65 mm nominal bore gun metal non-return valve horizontal type of approved make including cost of all materials, labour and HOM of equipments with all leads complete as per specifications.65mm nominal ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Nos | 1914.0 | 1914.0 | 6.0 | False | None | None | False | None | False | 11484.0 | 0 | | 3009042 | 100466 | None | Code13.6.6.1 | Providing and fixing in position 80 mm nominal bore gun metal non-return valve horizontal type of approved make including cost of all materials, labour and HOM of equipments with all leads complete as per specifications. 100mm nominal bore ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Nos | 2852.0 | 2852.0 | 2.0 | False | None | None | False | None | False | 5704.0 | 0 |
| | 1710243197000 | 1 | None | None | Water /sewage treatment tanks | Improvements of roads and drain in Chikkahalli Village Mysorw Taaluq Mysore district | 2493967.52 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3009043 | 100467 | None | code1.12 | 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 ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 65.0 | 65.0 | 239.4 | False | None | None | False | None | False | 15561.0 | 0 | | 3009044 | 100467 | None | code6.1 | 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. ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 2394.0 | 2394.0 | 119.71 | False | None | None | False | None | False | 286585.74 | 0 | | 3009045 | 100467 | None | code20.29 | 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. ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 6338.0 | 6338.0 | 119.71 | False | None | None | False | None | False | 758721.98 | 0 | | 3009046 | 100467 | None | code13.1 | Supplying, Fitting and Placing un-coated TMT bar
Reinforcement in sub-structure complete as per Drawing and
Technical Specifications.. ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | MT | 85711.0 | 85711.0 | 6.455 | False | None | None | False | None | False | 553264.505 | 0 | | 3009047 | 100467 | None | code1.14.1 | Earth work excavation for Foundation by mechanical means for all
works & depth upto 3 m, as per drawing and technical specifications,
including setting out, shoring, strutting, barricading, caution lights,
including dressing of excavated surfaces, disposing off or levelling the
excavated earth or sorting & stacking the selected earth for reuse in a
radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage
of machinery & other appurtenaces required to complete the work. in all kinds of soil depth upto3m ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 73.0 | 73.0 | 323.33 | False | None | None | False | None | False | 23603.09 | 0 | | 3009048 | 100467 | None | code2.1.3 | 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 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse
aggregates ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 5448.0 | 5448.0 | 51.3 | False | None | None | False | None | False | 279482.4 | 0 | | 3009049 | 100467 | None | code2.4.2 | Providing and laying in position Reinforced cement
concrete for all Sub structures of building, Irrigation
works, Sub structure works of bridges, Drain works
& other parallel works from 0.50m to 3.50 m height.
The granite/trap/basalt crushed graded coarse
aggregates and fine aggregates as per relevant IS
Codes machine mixed with super plasticisers, laid
in layers, well compacted using needle vibrators,
providing weep holes wherever necesary, including
all lead & lifts, cost of all materials of quality,
confirming to the requirements of relevant IS codes,
labour, Usage charges of machinery, curing and all
other appurtenances required to complete the work
as per technical specifications. (The cost of steel
reinforcement & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size
graded crushed coarse aggregates ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 5814.0 | 5814.0 | 99.2 | False | None | None | False | None | False | 576748.8 | 0 |
| | 1710243197000 | 0 | None | None | Water /sewage treatment tanks | Improvements of road in Vajmangala Village Mysore Taluq | 4947503.36 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3009050 | 100468 | None | code1.12 | 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 ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 65.0 | 65.0 | 1062.48 | False | None | None | False | None | False | 69061.2 | 0 | | 3009051 | 100468 | None | code4.1-A(v) | Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. For Grading -V Material ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 2347.0 | 2347.0 | 354.16 | False | None | None | False | None | False | 831213.52 | 0 | | 3009052 | 100468 | None | code4.27 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 2394.0 | 2394.0 | 796.86 | False | None | None | False | None | False | 1907682.84 | 0 | | 3009053 | 100468 | None | code5.1A-i | Providing and applying primer coat with SS1 grade Bitumen
Emulsion on prepared surface of granular base including
cleaning of road surface and spraying primer at the rate of 0.90
kg per m2 using mechanical means. ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Sqm | 41.0 | 41.0 | 3541.6 | False | None | None | False | None | False | 145205.6 | 0 | | 3009054 | 100468 | None | code5.3-i | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Sqm | 11.0 | 11.0 | 3541.6 | False | None | None | False | None | False | 38957.6 | 0 | | 3009055 | 100468 | None | code5.8-iic | Providing and laying Bituminous Macadam with 40/60 tph capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Cum | 7365.0 | 7365.0 | 177.08 | False | None | None | False | None | False | 1304194.2 | 0 | | 3009056 | 100468 | None | code5.2 | Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) or 13.2 mm to 0.09 mm (Type-B) aggregates using VG-30 bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of capacity not less than 40/60 TPH, laying and rolling with a Smooth wheeled roller finishing to required level and grade. (Type - B MSS) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Sqm | 165.0 | 165.0 | 3541.6 | False | None | None | False | None | False | 584364.0 | 0 | | 3009057 | 100468 | None | code8.15 | Providing and laying of hot applied thermoplastic compound
2.5 mm thick including reflectorising glass beads @ 250 g/m2
area, thickness of 2.5 mm is exclusive of surface applied glass
beads as per IRC:35:2015.The finished surface to be level,
uniform and free from streaks and holes ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. | Sqm | 478.0 | 478.0 | 139.8 | False | None | None | False | None | False | 66824.4 | 0 |
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