tenderSubEstimateList | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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1719572082000 | 0 | None | None | Lift Irrigation Scheme | Improvements to Jampad LIS near Jampad village in taluka and District Bidar(Repairs to Pump House and Rising Main) | 3033600.73 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3402164 | 120082 | None | Vol 4B Item No.8.30 Page 101 | Cutting and burning or disposing off Apu / Jondu from marshy areas as directed with all other ancillary operations complete with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Sqm | 9.87 | 9.87 | 480.0 | False | None | None | False | None | False | 4737.6 | 0 | 3402165 | 120082 | None | Vol 4 Item No.8.2.1 Page 101 | Cutting and removing jauliflora bushes upto 1.50 m girth excluding removal of stumps and including burning or disposing off the materials as directed with all other ancillary operations complete with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Each | 26.78 | 26.78 | 250.0 | False | None | None | False | None | False | 6695.0 | 0 | 3402166 | 120082 | None | Vol 3 Item No.2.8 (ii)a Page 10 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement oncrete, 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 and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Cum | 754.95 | 754.95 | 36.0 | False | None | None | False | None | False | 27178.2 | 0 | 3402167 | 120082 | None | Vol 1 Item No.1.14.1 Page 8 | Earth work excavation for Foundation by mechanicalmeans for all works & depth upto 3 m, as per drawingand technical specifications, including settingout, shoring, strutting, barricading, caution lights,including dressing of excavated surfaces, disposing offor levelling the excavated earth or sorting & stackingthe selected earth for reuse in a radius of 50 m andlift upto 1.5 m including Cost of labour, tools, usage ofmachinery & other appurtenaces required to completethe work. In all kinds of soils Depth upto 3 m.with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Cum | 107.1 | 107.1 | 1084.875 | False | None | None | False | None | False | 116190.1125 | 0 | 3402168 | 120082 | None | SR Vol 4 PART ii Item No.1.8 Page 130 | Providing rubble stone/boulder filling between or behind abutment below apron including cost of all materials, labour, hand packing,finishing top surface & all necessary works as directed and complete as per specification.with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Cum | 1341.9 | 1341.9 | 193.575 | False | None | None | False | None | False | 259758.2925 | 0 | 3402169 | 120082 | None | SR Vol 1 Item No.2.2.1 Page 15 | Providing and laying in position Cement Concretefor all Foundation works. The granite/trap/basaltcrushed graded coarse aggregates and fine aggregatesas per relevant IS Codes machine mixed with superplasticizers laid in finished layers, well compactedusing needle vibrators, including all lead & lifts, cost ofall materials, quality confirming to the requirements ofrelevant IS codes, labour, Usage charges of machinery,curing and all the other appurtenances required tocomplete the work as per technical specifications M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates.with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Cum | 6601.35 | 6601.35 | 73.8 | False | None | None | False | None | False | 487179.63 | 0 | 3402170 | 120082 | None | Vol 1 Item No.2.3.1 Page 16 | Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery,curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Cum | 6838.32 | 6838.32 | 26.607 | False | None | None | False | None | False | 181947.18024 | 0 | 3402171 | 120082 | None | Vol 1 Item No.2.11a Page 18 | 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 a)Buildings.with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Tonne | 93929.85 | 93929.85 | 1.211 | False | None | None | False | None | False | 113749.04835 | 0 | 3402172 | 120082 | None | Vol 4 Item No.7.28 Page 98 | 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 complete as per specification. UPTO 3500HP.with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | HP | 11025.0 | 11025.0 | 60.0 | False | None | None | False | None | False | 661500.0 | 0 | 3402173 | 120082 | None | SR Vol 4 Item No.7.5 Page 91 | 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 delivery 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 and all other ancillary operations complete as per specifications and approved drawings. (excluding cost of thrust block for anchoring / encasing manifold pipe ).Diameter of manifold pipe : …….mm Thickness of plate : ……mm.Note: Rate per m of pipe= Rate per tonne x Weight of pipe per Rm Weight of pipe per m for specified diameter and plate thickness= 0.976 x Diameter of pipe in mm x Plate thickness in mm / 30000.with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Tonne | 136042.2 | 136042.2 | 3.683 | False | None | None | False | None | False | 501043.4226 | 0 | 3402174 | 120082 | None | SR Vol 4 Item No.6.6 Page No 74 | Design, fabrication, supply, erection, testing and commissioning of vertical lift sliding type all interchangeable (except bottom element) stoplog gate elements consisting of skin plate, horizontal and vertical girders, stiffeners, lifting pins, bronze padded slide blocks, guide shoes, rubber seals, clamps with all accessories for spillway including cost of all materials, machinery, labour, cutting, aligning, welding, finishing, cleaning, applying one coat of zinc rich epoxy primer and three coats cold applied coal tar epoxy paint, seal fixing and all other ancillary operations complete as per specifications and approved drawings.with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Tonne | 147315.0 | 147315.0 | 0.6 | False | None | None | False | None | False | 88389.0 | 0 | 3402175 | 120082 | None | Vol 3 Item No.8.58 c Page No 80 | Providing and laying Reinforced Cement Concrete pipe light duty NP2 for culverts, roadway utilities& crossingsas per IS 458:2003 in Single row including pointing ends and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing completeas per specifications.600 mm dia.with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | m | 2001.3 | 2001.3 | 187.5 | False | None | None | False | None | False | 375243.75 | 0 | 3402176 | 120082 | None | Vol 4 Item No.4.13.3 Page No 61 | Laying and jointing NP- 2 class hume pipes in CM 1 : 2 proportion by volume including cost of all materials (excluding pipes and collars), labour, aligning pipes, batching and mixing mortar, packing joints with hemp and mortar, finishing, curing and all other ancillary operations complete 600 dia.with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Joint | 837.9 | 837.9 | 75.0 | False | None | None | False | None | False | 62842.5 | 0 | 3402177 | 120082 | None | SR Vol 4 Item No.3.41.2 Page 54 | Providing and constructing dry rubble stone pitching with pin headers at 2 per m2 using stones and stone chips from approved source including cost of all materials, labour, hand packing / wedging stone chips, finishing and all other ancillary operations complete. 300mm thick.with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Sqm | 477.75 | 477.75 | 308.0 | False | None | None | False | None | False | 147147.0 | 0 |
| 1719572082000 | 0 | None | None | Lift Irrigation Scheme | Improvements to Jampad LIS near Jampad village in taluka and District Bidar(Repairs to Pumping Machinery) | 510183.45 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3402178 | 120083 | None | WS&UGD VOL.5 CSR (I.No 13.49.9,P.No-158) | Rewinding of monoblock motor with copper insulaton wire suitable gauge as per ISI specification with all necessary materials and labour,tools and equipments with guarantee period of not less than 12 months, 60 HP monobloc motor rewinding with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Job | 36750.0 | 36750.0 | 1.0 | False | None | None | False | None | False | 36750.0 | 0 | 3402179 | 120083 | None | WS&UGD VOL.5 CSR (I.No 13.50.9,P.No-159) | Providing Ball bearing as per ISI specifiction with guarantee period of not less than 12 months, Bearing cost for 60 HP.with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Each | 6825.0 | 6825.0 | 2.0 | False | None | None | False | None | False | 13650.0 | 0 | 3402180 | 120083 | None | WS&UGD VOL.5 CSR (Sl.No 819,P.No-A-49 | Supplying and fixing LT cable of size 4 x 25 Sqm suitable for centrifugal pump sets with ISI mark and its latest amendments with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Mtr | 590.1 | 590.1 | 30.0 | False | None | None | False | None | False | 17703.0 | 0 | 3402181 | 120083 | None | WS&UGD VOL.5 CSR (I.No 13.48,P.No-158) | Supply and delivery at site brand new best make Foot valve suitable for centrifugal pump above 12.50HP confirming with ISI mark and its latest amendments.60HP motor.with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Each | 2310.0 | 2310.0 | 2.0 | False | None | None | False | None | False | 4620.0 | 0 | 3402182 | 120083 | None | WS&UGD VOL.5 CSR (I.No 13.39,P.No-157) | Earthing: Supplying and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit.The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia.with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Job | 3937.5 | 3937.5 | 7.0 | False | None | None | False | None | False | 27562.5 | 0 | 3402183 | 120083 | None | WS&UGD VOL.5 CSR (I.No 13.84.2, P.No-165) | For Both coupling new set for 25 HP to 100 HP pumps.with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Each | 10710.0 | 10710.0 | 1.0 | False | None | None | False | None | False | 10710.0 | 0 | 3402184 | 120083 | None | WS&UGD VOL.5 CSR (I.No 13.55.2 ,P.No-130) | Repairs to Vertical turbine pumps as per ISI specifiction with guarantee period of not less than 12 months V-T PUMP IMPELLER AND NECK RING for 50 HP to 60 HP.with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Each | 5460.0 | 5460.0 | 1.0 | False | None | None | False | None | False | 5460.0 | 0 | 3402185 | 120083 | None | WS&UGD VOL.5 CSR (I.No 13.51.4,P.No-159) | Providing thrust bearing as per ISI specifiction with guarantee period of not less than 12 months Bearing cost for 60 HP.with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Each | 11550.0 | 11550.0 | 1.0 | False | None | None | False | None | False | 11550.0 | 0 | 3402186 | 120083 | None | WS&UGD VOL.5 CSR (I.No 13.76,P.No-164) | For Side gland bush 25 HP to 100 HP.with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Each | 1890.0 | 1890.0 | 1.0 | False | None | None | False | None | False | 1890.0 | 0 | 3402187 | 120083 | None | WS&UGD VOL.5 CSR (I.No 19.14,P.No-228) | Work of supply and fixing of 40 amps star delta panel Boards upto 15Hp backwash pump motor as specified below: a. Supply and fixing of new upto 15 Hp star delta starter panel board for back wash motor with the following materials. b. Power connector upto 40 A. c. On delay, off delay automatic timer. d. Over current relay upto 20-60 amps e. Upto 10 amps MCB 3 Pole for control circuit. f. Contactor 2 No+ 2 Nc upto 25 amps g. Single phase preventer. h. On and off push button switch.
i. LED indication lamps RYB motor on, off and trip. j. 0 to 600 volts meter upto 96/96 mm. k. Amps meter C.T Ratio upto 100/5A. l. Current Transformer for metering upto 100/5A. m. upto 30mmx10mm Electronic Grad Aluminum bus bar for RYB phases. n. Internal main wiring using upto 95 sq.mm Copper wire. o. Volts and ammeter selector switch.with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Job | 35413.35 | 35413.35 | 1.0 | False | None | None | False | None | False | 35413.35 | 0 | 3402188 | 120083 | None | WS&UGD VOL.5 CSR (I.No 13.43.3,P.No-158) | Supply and delivery at site brand new best make starter/ control panel suitable for following HP centrifugal pump confirming with ISI mark and its latest amendments.10 to 120 HP centrifugal pump.with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Each | 37432.5 | 37432.5 | 1.0 | False | None | None | False | None | False | 37432.5 | 0 | 3402189 | 120083 | None | WS&UGD VOL.5 CSR (I.No 19.23,P.No-230) | Supply and brazing of motor end lead cable by using H.T Copper lugs, brazing materials, gas, soldering past, etc as original for all the three phases for motor.with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Job | 35413.35 | 35413.35 | 1.0 | False | None | None | False | None | False | 35413.35 | 0 | 3402190 | 120083 | None | WS&UGD VOL.5 CSR (I.No 13.58,P.No-161) | Pump dismentaling and refitting after attending repairs.60 HP to 120 HP.with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Each | 12600.0 | 12600.0 | 1.0 | False | None | None | False | None | False | 12600.0 | 0 | 3402191 | 120083 | None | WS&UGD VOL.5 CSR (I.No 13.2.3,P.No-147) | Replace the components of submersible pump sets, requiring replacements decided by the departmental officials, with respective make of damaged ones,including all materials, labour, equipments and testing etc.(with gurantee of period not less than 1 year) for:The Oil Seal.with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Each | 367.5 | 367.5 | 2.0 | False | None | None | False | None | False | 735.0 | 0 | 3402192 | 120083 | None | WS&UGD VOL.5 CSR (I.No 13.3.11,P.No-148) | Replace the components of motor parts of submersible pump sets,items requiring replacements decided by the departmental officials,with respective make of damaged ones, including all materials, labour,equipments and testing etc and wtih guarantee/ warranty for one year for: The Carbon Housing (Thrust bearing block assembly complete with segment bearing pad.with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Each | 2100.0 | 2100.0 | 1.0 | False | None | None | False | None | False | 2100.0 | 0 | 3402193 | 120083 | None | WS&UGD VOL.5 CSR (I.No 13.72.2P.No-163) | For Gear box ball bearing 60 HP to 120 HP.with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Each | 1732.5 | 1732.5 | 1.0 | False | None | None | False | None | False | 1732.5 | 0 | 3402194 | 120083 | None | WS&UGD VOL.5 CSR (I.No 13.66,PNo-162) | For Connecting bush G.M new making each 60 HP to 120 HP.with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Each | 2073.75 | 2073.75 | 1.0 | False | None | None | False | None | False | 2073.75 | 0 | 3402195 | 120083 | None | WS&UGD VOL.5 CSR (I.No 13.67.2,PNo-163) | For Line shaft seat welding making each 60 HP to 120 HP.with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Each | 577.5 | 577.5 | 2.0 | False | None | None | False | None | False | 1155.0 | 0 | 3402196 | 120083 | None | WS&UGD VOL.5 CSR (I.No 13.68.2,PNo-163) | For Oil inside new Fitting & threading each 60 HP to 120 HP.with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Each | 1680.0 | 1680.0 | 1.0 | False | None | None | False | None | False | 1680.0 | 0 | 3402197 | 120083 | None | WRD MI VOL.4B DSR (sI.No 12,PNo-125) | Supply of Transformer oil.with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Ltr | 126.0 | 126.0 | 150.0 | False | None | None | False | None | False | 18900.0 | 0 | 3402198 | 120083 | None | WRD VOL.4A DSR (sI.No 15,PNo-20) | Supply of Lubricant .with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Ltr | 307.65 | 307.65 | 500.0 | False | None | None | False | None | False | 153825.0 | 0 | 3402199 | 120083 | None | WRD VOL.4A DSR (sI.No 11,PNo-20) | Supply of Gear oil HP-90.with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Ltr | 292.95 | 292.95 | 150.0 | False | None | None | False | None | False | 43942.5 | 0 | 3402200 | 120083 | None | WRD VOL.4A DSR (sI.No 12,PNo-20) | Supply of Grease GEM-RR3.with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Kg | 332.85 | 332.85 | 100.0 | False | None | None | False | None | False | 33285.0 | 0 |
| 1719572082000 | 0 | None | None | Lift Irrigation Scheme | Improvements to Jampad LIS near Jampad village in taluka and District Bidar(Repairs to Canal) | 2242351.71 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3402201 | 120084 | None | Item No.8.2.1 Page No.101 of WRD Volume IV | Cutting and removing jauliflora bushes upto 1.50 m girth excluding removal of stumps and including burning or disposing off the materials as directed with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Each | 26.78 | 26.78 | 450.0 | False | None | None | False | None | False | 12051.0 | 0 | 3402202 | 120084 | None | Item No.1.14.1 Page No.8 of PWD Volume I Common SR | 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 soils Depth upto 3 m. with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Cum | 107.1 | 107.1 | 782.6 | False | None | None | False | None | False | 83816.46 | 0 | 3402203 | 120084 | None | Item No.3.20 Page No.50 of WRD Volume IV SR | Providing cohesive non-swelling ( CNS ) soil lining to canals using soil from borrow area including cost of all materials, labour, machinery, spreading soil in layers of thickness not more than 150 mm, breaking clods, levelling, watering, compacting to density control of not less than 95 percent or as stipulated, dressing to required profile and all other ancillary operations complete. with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Cum | 761.25 | 761.25 | 503.1 | False | None | None | False | None | False | 382984.875 | 0 | 3402204 | 120084 | None | Item No.3.27 Page No.51 of WRD Volume IVCommon SR | Providing and laying insitu vibrated M-15 grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for bed lining of canal including cost of all materials, machinery, labour, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing with all other ancillary operations complete.with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Cum | 6369.3 | 6369.3 | 52.21 | False | None | None | False | None | False | 332541.153 | 0 | 3402205 | 120084 | None | Item No.3.26.1 Page No.51 of WRD Volume IV part i | Providing and laying insitu vibrated M-15 grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for side lining of canal including cost of all materials, machinery, abour,cleaning, batching, mixing, formwork, supports, placing in position, levelling, vibrating, finishing junction of bed and sides to required curvature, finishing side slopes, curing with all other ancillary operations complete.with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Cum | 8688.75 | 8688.75 | 74.43 | False | None | None | False | None | False | 646703.6625 | 0 | 3402206 | 120084 | None | Item No.2.11 (f) Page No.18 of PWD Volume I SR | 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 and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | t | 94510.5 | 94510.5 | 7.56 | False | None | None | False | None | False | 714499.38 | 0 | 3402207 | 120084 | None | Item No.8.24.1 Page No.104 of MI Volume IV partii | Excavation and removal of silt and silt mixed with sand from canal bed by manual means including disposing off the same in spoil bank or on the canal embankment in layers as directed with all other ancillary
operations complete in dry condition.with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Cum | 299.25 | 299.25 | 233.1 | False | None | None | False | None | False | 69755.175 | 0 |
| 1719572082000 | 0 | None | None | Lift Irrigation Scheme | Improvements to Jampad LIS near Jampad village in taluka and District Bidar(Construction of Approach road) | 2687013.0 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3402208 | 120085 | None | Item No.1.14.1 Page No.8 of PWD Volume I SR | 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 soils Depth upto 3 mwith all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Cum | 107.1 | 107.1 | 720.0 | False | None | None | False | None | False | 77112.0 | 0 | 3402209 | 120085 | None | Item No.1.8 Page No.7 of CSR Volume I Common SR | Construction of Embankment by excavating the available approved Gravel/
Murrum deposited at a place or borrow pits during or prior excavation with all
lifts and lead, transportation to site, spreading, grading to required slope and
compacting to meet the requirement complete as per specifications, including
cost of labour,rolling,water,all materials,usage& all other appurtenaces required
to complete the work. with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Cum | 497.7 | 497.7 | 2010.0 | False | None | None | False | None | False | 1000377.0 | 0 | 3402210 | 120085 | None | Item No.4.14 B (i) a CSR Volume III Common SR | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading-I (63 mm to 45 mm) by mechanical means using screening crushable type such as murrum or gravel with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Cum | 2272.2 | 2272.2 | 360.0 | False | None | None | False | None | False | 817992.0 | 0 | 3402211 | 120085 | None | IItem No.4.14 B(ii)b CSR Volume III Common SR | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading-I Grading-II (53 mm to 22.4 mm) by mechanical means using screening crushable type such as murrum or gravel with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Cum | 2198.7 | 2198.7 | 360.0 | False | None | None | False | None | False | 791532.0 | 0 |
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