| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1716276826000 | 0 | None | None | Lift Irrigation Scheme | Rising Main | 9155529.44 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3140149 | 107971 | None | One | Cutting and burning or disposing off Apu / Jondu from marshy areas as directed with all other ancillary operations etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Relevant IS Specifications) | Sqm | 9.4 | 9.4 | 6700.0 | False | None | None | False | None | False | 62980.0 | 0 | | 3140150 | 107971 | None | Two | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means 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 wherever 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., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Para 3.1 to 3.1.11 and 1.1 to 1.17.1 of detailed Specification) For (0.0 to 1.50)m lift | Cum | 262.0 | 262.0 | 1248.42 | False | None | None | False | None | False | 327086.04 | 0 | | 3140151 | 107971 | None | Three | Earth work excavation for pipeline trenches by mechanical means 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 wherever 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 and all other appurtenances to etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Para 3.1 to 3.1.11 and 1.1 to 1.17.1 of detailed Specification)For Ordinary/soft rock (without requiring blasting) Depth upto 1.50 m | Cum | 454.0 | 454.0 | 804.0 | False | None | None | False | None | False | 365016.0 | 0 | | 3140152 | 107971 | None | Four | Manufacturing, supplying, laying in position, aligning, jointing, testing and commissioning of electric resistance welded / submerged arc welded mild steel ( Fe-410 grade ) raising main pipe of specified diameter and plate thickness provided with flanges / outlets wherever required for connecting to manifold system /for fixing valves and provided with 2 coat of 60 micron thick Zinc epoxy primer paint and 3 coats of 100 micron thick each coal tar epoxy for inner surface and 25mm thick outer lining of CM 1:3 propotion by volume ( aggregate for outer lining shall be mixture of 80 percent natural sand and 20 percent 6 mm down crushed stone chips ) over 13 gauge 50 x 50 mm opening size weld mesh including cost of all materials,machinery, labour, cutting, bending, welding, cement mortar lining, finishing, curing,conveying to spot, lowering, aligning, jointing, arranging water for testing, hydraulic testing at manufacturing site and after laying and jointing at specified test pressure & all necessary works complete as per specifications and approved drawings. Diameter of raising main pipe etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Relevant IS Specifications) 350 mm Dia MS Pipe | Rmtr | 4889.87 | 4889.87 | 1340.0 | False | None | None | False | None | False | 6552425.8 | 0 | | 3140153 | 107971 | None | Five | 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 etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Relevant IS Specifications) | Cum | 160.0 | 160.0 | 1881.06 | False | None | None | False | None | False | 300969.6 | 0 | | 3140154 | 107971 | None | Six | Supply and fixing of Single / Double chamber triple function tamper proof (Both the orifces to be housed in the single chamber) Air valves with Body and cover in Ductile cast iron of grade GGG 40/50. All internal parts such as float, shell with appurtenances., all cover bolts of austenitic alloy / SS 304 steel, DN 50 float of HOSTAFLON
/ SS 304 and gaskers and seals of EPDM. Epoxy powder coating (EP-P) inside and outside colour blue RAL5005. The valves should be designed for all the three functions i.e., 1. Large orifice for venting of large air volumes on start up. 2. Large orifice for intake of large air volumes. 3. Small orifice for discharge of pressurized air during operation etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Relevant IS Specifications) | Each | 28191.0 | 28191.0 | 2.0 | False | None | None | False | None | False | 56382.0 | 0 | | 3140155 | 107971 | None | Seven | Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS 1865 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 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut 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. etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Relevant IS Specifications) | Each | 5535.0 | 5535.0 | 2.0 | False | None | None | False | None | False | 11070.0 | 0 | | 3140156 | 107971 | None | Eight | Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works. Above 600 mm to 900 mm Diameter etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Relevant IS Specifications) | m | 1096.0 | 1096.0 | 1350.0 | False | None | None | False | None | False | 1479600.0 | 0 |
| | 1716276826000 | 0 | None | None | Lift Irrigation Scheme | Construction of Valve Chamber | 328175.39 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3140157 | 107972 | None | One | 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 etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge (Ref : Para 4.7 to 4.7.22 and 4.8 to 4.8.1 Sec II B 2.1 to 2.21 of detailed Specification) | Cum | 5989.0 | 5989.0 | 2.96 | False | None | None | False | None | False | 17727.44 | 0 | | 3140158 | 107972 | None | Two | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge (Ref : Para 4.7 to 4.7.22 and 4.8 to 4.8.1 Sec II B 2.1 to 2.21 of detailed Specification) | Cum | 6955.3 | 6955.3 | 23.88 | False | None | None | False | None | False | 166092.564 | 0 | | 3140159 | 107972 | None | Three | 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 etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Relevant IS Specifications)
| Kg | 86.43 | 86.43 | 1670.2 | False | None | None | False | None | False | 144355.386 | 0 |
| | 1716276826000 | 0 | None | None | Lift Irrigation Scheme | Construction of Thrust Block | 22708.79 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3140160 | 107973 | None | One | 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 elevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge (Ref : Para 4.7 to 4.7.22 and 4.8 to 4.8.1 Sec II B 2.1 to 2.21 of detailed Specification) (M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates) | Cum | 6955.3 | 6955.3 | 2.54 | False | None | None | False | None | False | 17666.462 | 0 | | 3140161 | 107973 | None | Two | 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 etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Relevant IS Specifications) | Kg | 86.43 | 86.43 | 58.34 | False | None | None | False | None | False | 5042.3262 | 0 |
| | 1716276826000 | 0 | None | None | Lift Irrigation Scheme | PUMPING MACHINERY | 3190455.58 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3140162 | 107974 | None | One | Design, manufacturing, supply, errection, trail running, performance test and commissioning of centrifugal pump of approved make conforming to IS:12699 (1989) (Reaffirmed 2009) having specified pump output under specified operating head coupled to HT/LT ,WITH motor of adeuate HP rating operating at suitable KV with flexible coupling, self water lubricated thrust bearings, discharge Tee with flanged end for connecting delivery pipe with all other standard accessories and saftey device& all necessary works etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Relevant IS Specifications) UPTO 3500 HP. | HP | 525000.0 | 525000.0 | 3.0 | False | None | None | False | None | False | 1575000.0 | 0 | | 3140163 | 107974 | None | Two | Providing and fixing Wafer type single flange Butterfly valve conforming to relevant IS 13099/9991 EN GGG40/50 with
latest amendments as detailed below of the following diameter and types with TP set and conveying to work site, loading and unloading, stacking etc. with all lead and lift. The rate is inclusive of the cost of valve, TP set, rubber insertion, bolts and nuts and excluding earth work excavation.For PN 10.0 (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 with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Relevant IS Specifications)
| Set | 12553.0 | 12553.0 | 3.0 | False | None | None | False | None | False | 37659.0 | 0 | | 3140164 | 107974 | None | Three | Supplying, installing, testing and commissioning ( SITC ) Cast steel double flanged dual plate Check valve Class 300 conforming to API
594 of approved make of specified diameter and to withstand specified water pressure with all accessoreis true to line and perfect linking with pipes on either side including loading, unloading, lifting and placing in correct position, cleaning ends, inserting gaskets into correct position, jointing pipes and valve to form water tight joints, cost of all jointing materials, machinery, labour etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Relevant IS Specifications)
| Each | 7976.0 | 7976.0 | 3.0 | False | None | None | False | None | False | 23928.0 | 0 | | 3140165 | 107974 | None | Four | Supplying, fixing and commissioning C.I Tamper proof Air valve of approved make body and seat ring of bronze PN 1.0 conforming to IS: 14845 of specified diameter with all fixtures including cost of all materials, machinery, labour etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Relevant IS Specifications) | Set | 27460.0 | 27460.0 | 3.0 | False | None | None | False | None | False | 82380.0 | 0 | | 3140166 | 107974 | None | Five | Manufacturing, supplying, laying in position, aligning, jointing, testing and commissioning of electric resistance welded / submerged arc welded mild steel ( Fe- 410 grade ) delivery pipes of specified diameter and plate thickness with flanged ends wherever required and provided with 1 coat 40 micron thick zinc rich epoxy primer paint and 3 coats 100 micron thick each coat coal tar epoxy paint for inner surface and 1 coat of 40 micron thick zinc rich epoxy primer paint and 2 coats of 100 micron thick each coat coal tar epoxy paint for outer surface including cost of all materials, machinery, labour, cutting, bending, welding, finishing, painting,conveying to spot, lowering, aligning,
jointing,arranging water for testing,
hydraulic testing at fabrication site and after laying and jointing at specified test pressure etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Relevant IS Specifications) 150 mm Dia and 5 mm thick
| Rmtr | 2781.18 | 2781.18 | 15.0 | False | None | None | False | None | False | 41717.7 | 0 | | 3140167 | 107974 | None | Six | Manufacturing, supplying, laying in position, aligning, jointing, testing and commissioning of electric resistance welded /submerged arc welded mild steel (Fe-410 grade) manifold pipe system of specified diameter and plate thickness with flanged inlets / outlets at specified locations for connecting pump delivary pipes and rising mains and provided with 1 coat of 40 micron thick zinc rich epoxy primer paint and 3 coats of 100 micron thick each coat coal tar epoxy paint for inner surface and exposed outer surface including cost of all materials, machinery, labour, cutting, bending, welding, finishing, painting, conveying to spot, lowering,aligning,jointing, arranging water for testing,hydraulic testing at fabrication site and after laying and jointing at specified test pressure etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Relevant IS Specifications) 150 mm Dia and 5 mm thick | Rmtr | 3161.36 | 3161.36 | 8.0 | False | None | None | False | None | False | 25290.88 | 0 | | 3140168 | 107974 | None | Seven | Supply and installation of floor mounting type LTAC panel of approved make fabricated from sheet metal and painted with provision for suitable incoming and specified number of outgoing feeder inlets with metering panel and all other accessories complete for auxiliary supply etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Relevant IS Specifications) | Set | 468160.0 | 468160.0 | 3.0 | False | None | None | False | None | False | 1404480.0 | 0 |
|
|
|---|