| 1720179520000 | 0 | None | None | Water supply/sewage lines | Construction Cisterns and pvc pipeline from rajesab chinivar house to laxmi temple and rajesab chivar house to jambagi house in ward no 22 sindagi town | 290781.02 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3460375 | 123313 | None | code01 | Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling 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, usage & other appurtenances required to complete the work.In ordinary soft rock without blasting upto 1.5 m depth | Cum | 370.46 | 370.46 | 2.6 | False | None | None | False | None | False | 963.196 | 0 | | 3460376 | 123313 | None | code02 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement & formwork shall be paid separately Mix 1:3:6 M10 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 7420.37 | 7420.37 | 0.23 | False | None | None | False | None | False | 1706.6851 | 0 | | 3460377 | 123313 | None | code03 | 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 | 6952.03 | 6952.03 | 3.38 | False | None | None | False | None | False | 23497.8614 | 0 | | 3460378 | 123313 | None | code04 | 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 PWD SR 2023 24 Vol 5 P no 116 Item No 10.6 M 070A | No | 20320.84 | 20320.84 | 1.0 | False | None | None | False | None | False | 20320.84 | 0 | | 3460379 | 123313 | None | code05 | 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 | No | 2331.8 | 2331.8 | 1.0 | False | None | None | False | None | False | 2331.8 | 0 | | 3460380 | 123313 | None | code06 | Providing, Laying and Fixing of GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For:Heavy Duty GI Pipe etc. complete. Medium Duty GI pipe of 32mm dia | Mtr | 472.06 | 472.06 | 9.0 | False | None | None | False | None | False | 4248.54 | 0 | | 3460381 | 123313 | None | code07 | Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 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. | Sqm | 298.6 | 298.6 | 5.4 | False | None | None | False | None | False | 1612.44 | 0 | | 3460382 | 123313 | None | code08 | Finishing walls with water proofing cement paint of required shade : Old work one coats 2.20 kg 10 m complete. including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter , cost of materials, labour complete as per specifications and as per directions of Engineer in charge. | Sqm | 69.38 | 69.38 | 14.83 | False | None | None | False | None | False | 1028.9054 | 0 | | 3460383 | 123313 | None | code09 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm Depth upto 1.50m not exceeding 1.5m in width 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 appurtenances complete in the following strata. | Cum | 324.62 | 324.62 | 189.0 | False | None | None | False | None | False | 61353.18 | 0 | | 3460384 | 123313 | None | code10 | Providing and installing at site of work P.V.C. pipes including cost of pipes
and specials and labour, including lowering into trenches, laying true
to line, level and perfect linking at joints leak proof including jointing
of approved type with all labour charges and all lift charges, handling
charges including encasing the pipe around to a depth not less than
15 cms with gravel or selected earth available from the excavation etc.
complete | Mtr | 260.19 | 260.19 | 420.0 | False | None | None | False | None | False | 109279.8 | 0 | | 3460385 | 123313 | None | code11 | Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of
variouis dia. with body bonnet of Ductile Iron DI conforming ti IS 1865
with the latest amendments and of grade GGG 40 50, shaft of stainless
steel, wedge fully rubber lined with EDPM seals of NBR and the valves
should be vacum tight and 100 leak proof with face to face dimensions
as per IS 14846 2000 with the latest amendments only. The stem sealing
should be with toroidal sealing rings minimum 2 O rings. Body and
bonnet should be coated with Electrostatically applied Epoxy Powder
Coating with minimum coating thickness of 250 micron both inside and
outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts
nuts and rubber insertions etc. but excluding earth work. For PN 10:
Note TP set should be considered only for DI pipes estimate. For MS
pipes estimates, TP sets cost of corresponding dia shall be deducted from
the SR rates of valves and provision for corresponding dia MS flanges
should be made in the estimate etc. complete | No | 13485.2 | 13485.2 | 2.0 | False | None | None | False | None | False | 26970.4 | 0 | | 3460386 | 123313 | None | code12 | 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 | 198.24 | 198.24 | 189.0 | False | None | None | False | None | False | 37467.36 | 0 |
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