3959830 | 153442 | None | code12 | Supplying laying jointing testing and commissioning of G.I. Pipes conforming to IS 1239 1990 with latest amendments including fixing Collars Elbows Tees bends Glad 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 and lifts etc complete Contractor shall make his own arrangements for procuring water for testing Class-C HEAVY 40 mm dia GI PIPE | Mtr | 522.9 | 522.9 | 30.0 | False | None | None | False | None | False | 15687.0 | 0 |
3959831 | 153442 | None | code13 | Supplying laying jointing testing andcommissioning of G.I. Pipes conforming to IS 1239 1990 with latest amendments including fixing Collars Elbows Tees bends Glad 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 and lifts etc complete Contractor shall make his own arrangements for procuring water for testingClass-C HEAVY 20 mm dia GI PIPETap | Mtr | 276.15 | 276.15 | 12.0 | False | None | None | False | None | False | 3313.8 | 0 |
3959832 | 153442 | None | code21 | Earth work excavation for pipelines/cables by Manual means upto 600mm trench width 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 leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth excluding rock in trenches plinth sides of foundations etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour tools usage& other appurtenances required to complete the work. | Cum | 508.2 | 508.2 | 27.0 | False | None | None | False | None | False | 13721.4 | 0 |
3959833 | 153442 | None | code22 | Supplying laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches laying true to line and jointing of pipes and specials with electrofusion welding giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends flanged sets bedns reducers etc. complete Contractor will make his own arrangements for procuring water for testing etc. Note Upto 110mm dia Coil shall be used. HDPE Grade -PE80 conforming to IS 4984- 1995 PN 6.0 / 6 Kg/cm2 63 mm dia. | Mtr | 198.45 | 198.45 | 200.0 | False | None | None | False | None | False | 39690.0 | 0 |
3959834 | 153442 | None | code23 | Refilling available earth around trenches/pipelines cables in layers not exceeding 20 cms in depth compacting each deposited layer by ramming after watering with a lead upto 50 m and lift upto 1.5 m. Including cost of all labour complete as per specifications. | Cum | 168.0 | 168.0 | 27.0 | False | None | None | False | None | False | 4536.0 | 0 |
3959835 | 153442 | None | code24 | 90X63 MM ELECTRO FUSION REDUCER | Each | 464.1 | 464.1 | 3.0 | False | None | None | False | None | False | 1392.3 | 0 |
3959836 | 153442 | None | code25 | 90 MM ELECTRO FUSION TEE | Each | 258.3 | 258.3 | 10.0 | False | None | None | False | None | False | 2583.0 | 0 |
3959837 | 153442 | None | code26 | 90 MM ELECTRO FUSION COUPLER | Each | 148.05 | 148.05 | 10.0 | False | None | None | False | None | False | 1480.5 | 0 |
3959838 | 153442 | None | code27 | 90 MM ELECTRO FUSION ELBOW | Each | 259.35 | 259.35 | 10.0 | False | None | None | False | None | False | 2593.5 | 0 |
3959839 | 153442 | None | code28 | 20 mm Nipple | Each | 103.95 | 103.95 | 12.0 | False | None | None | False | None | False | 1247.4 | 0 |
3959840 | 153442 | None | code29 | Brass bib cock | Each | 320.25 | 320.25 | 12.0 | False | None | None | False | None | False | 3843.0 | 0 |
3959841 | 153442 | None | code31 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m | Cum | 254.1 | 254.1 | 8.1 | False | None | None | False | None | False | 2058.21 | 0 |
3959842 | 153442 | None | code32 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse.aggregates 2.1.1 Mix 1:5:10 Using 40 mm | Cum | 5947.2 | 5947.2 | 4.05 | False | None | None | False | None | False | 24086.16 | 0 |
3959843 | 153442 | None | code33 | 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 | Cum | 6915.7 | 6915.7 | 5.4 | False | None | None | False | None | False | 37344.78 | 0 |
3959844 | 153442 | None | code34 | Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 5891.55 | 5891.55 | 9.7875 | False | None | None | False | None | False | 57663.545625 | 0 |
3959845 | 153442 | None | code35 | 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. | Sqm | 450.45 | 450.45 | 30.15 | False | None | None | False | None | False | 13581.0675 | 0 |
3959846 | 153442 | None | code36 | RCC hume pipe Circular pump house: Supplying precast RCC Circular Hume pipe pump house with M.S door and RCC conical roof as per specification and drawings - Internal dia Mtr. 1200 mm & height of 2.5 Mtr. With Wall thickness 65mm | Each | 17221.05 | 17221.05 | 3.0 | False | None | None | False | None | False | 51663.15 | 0 |
3959847 | 153442 | None | code37 | Erection and positioning of RCC Hume pipe pump house/Cistern on size stone masory platform including transportation charges and handling,finishing with all necessary tools ,plants and materials etc.,complete as directed by the Engineer in charge of the work. | Each | 1976.1 | 1976.1 | 3.0 | False | None | None | False | None | False | 5928.3 | 0 |