tenderSubEstimateList | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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1707214797000 | 0 | None | None | Bridge cum Barrages | In Haliyal Constituency Construction of Bridge cum Vented Dam in Ramnagar (near Tulajabhavani Temple) of Joida Taluka Uttara Kannada District | 11173922.52 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2464349 | 74534 | None | SH01 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned,including removal and disposal of top organic soil not exceeding 150 mm in thickness. complete as per detailed specifications with all lead and lifts, loading & unloading charges as directed by engineer in charge. | Sqm | 1256.64 | 1256.64 | 19.5 | False | None | None | False | None | False | 24504.48 | 0 | 2464350 | 74534 | None | SH02 | Earth work excavation for Foundation by mechanical means for all works & required depth as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a required radius and all lift including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. complete as per detailed specifications with all lead and lifts, loading & unloading charges and as directed by engineer in charge. | Cum | 114.24 | 114.24 | 1038.0 | False | None | None | False | None | False | 118581.12 | 0 | 2464351 | 74534 | None | SH03 | Excavation in hard rock of all toughness including boulders above 0.6 m dia. ( 0.113 m3 ) by approved controlled blasting methods for foundations of canal cross drainage and other appurtenant structures for control of vibrations and by making muffling arrangements for control of fly-rock and by adopting any one or combination of line drilling / pre-splitting / smooth blasting techniques to minimise damage to rock beyond excavation line and placing the excavated hard rock neatly in approved dump area as directed including cost of all materials, machinery, labour and all other ancillary operations complete. (Organisation specific) as per detailed specifications with all lead and lifts, loading & unloading charges as directed by engineer in charge. | Cum | 1100.96 | 1100.96 | 363.35 | False | None | None | False | None | False | 400033.816 | 0 | 2464352 | 74534 | None | SH04 | Preparing foundation bed for cut-off trench filling in rock portion by removing all loose material by wedging / chiselling and disposing off the same as directed and all other ancillary operations complete as per detailed specifications with all lead and lifts, loading & unloading charges as directed by engineer in charge. | Sqm | 49.28 | 49.28 | 232.04 | False | None | None | False | None | False | 11434.9312 | 0 | 2464353 | 74534 | None | SH05 | Providing and fixing 25 mm dia 2.75 m long ribbed steel anchor rods with one end split and driven fimly using steel wedge into 1.25 m deep 38 mm dia. hole drilled in bed rock and other end provided with L-bend for embedding in concrete / masonry for spillway and appurtenant works including cost of all materials, machinery, labour, steel wedge, drilling and cleaning hole, filling hole with thick cement slurry, driving anchor rod and all other ancillary operations complete as per detailed specifications with all lead and lifts, loading & unloading charges as directed by engineer in charge. | Each | 1426.88 | 1426.88 | 46.0 | False | None | None | False | None | False | 65636.48 | 0 | 2464354 | 74534 | None | SH06 | Providing and laying in-situ vibrated M-15 grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for plain concrete works including cost of all materials, machinery,labour,cleaning, providing mortar layer for lift joints, batching, mixing, placing in position, levelling, vibrating, finishing, curing with all other ancillary operations. complete as per detailed specifications with all lead and lifts, loading & unloading charges as directed by engineer in charge. | Cum | 6795.04 | 6795.04 | 93.06 | False | None | None | False | None | False | 632346.4224 | 0 | 2464355 | 74534 | None | SH07 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges for required 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. The cost includes all lead & 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates as per detailed specifications with all lead and lifts, loading & unloading charges as directed by engineer in charge. | Cum | 7722.62 | 7722.62 | 805.47 | False | None | None | False | None | False | 6220338.7314 | 0 | 2464356 | 74534 | None | SH08 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges for required 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. The cost includes all lead & 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 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates as per detailed specifications with all lead and lifts, loading & unloading charges as directed by engineer in charge. | Cum | 8430.58 | 8430.58 | 36.29 | False | None | None | False | None | False | 305945.7482 | 0 | 2464357 | 74534 | None | SH09 | Steel Fabrication for sub structure of bridges. 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. complete as per detailed specifications with all lead and lifts, loading & unloading charges as directed by engineer in charge. | t | 97056.96 | 97056.96 | 17.5 | False | None | None | False | None | False | 1698496.8 | 0 | 2464358 | 74534 | None | SH10 | Providing, Supplying and fixing M.S gates of size 1.62m*1.2m with 6mm thick M.S. plate with and stiffners (2 Nos) horizontal bracing 6 Nos. of ISMC 75*40 including providing rubber guard of ISA 20*4 for providing rubber of approved Quality for bottom & two sides fixed to grove of M.S. gate of size 25 mm. 25mm with machine screw nuts and bolts of size 6mm dia & 35mm long and providing 16mm dia MS bar handles (4 Nos) suitably welded to horizontal bracing including two coats of anticorrosive bituminous paint over a cost of primer and all neassary works as directed complete as per detailed specifications with all lead and lifts, loading & unloading charges as directed by engineer in charge. | Kg | 193.76 | 193.76 | 1818.24 | False | None | None | False | None | False | 352302.1824 | 0 | 2464359 | 74534 | None | SH11 | Providing and fixing M.S Channel frame to suite the suitable size of gates. The side channels with suitable height with hold fasts 12mm dia and 0.5m long M.S. Bar at 0.50 m c/c with suitable size bottom channel including cost of all materials including two coats of anti corrosive paint over a coat of primer and all neassary works as directed complete as per detailed specifications with all lead and lifts, loading & unloading charges as directed by engineer in charge. | Kg | 94.08 | 94.08 | 281.83 | False | None | None | False | None | False | 26514.5664 | 0 | 2464360 | 74534 | None | SH12 | Providing and constructing 75 mm dia PVC pipe weep holes for concrete/masonry walls including providing 200x200x200 mm size porous concrete block made of cement and 20 mm down coarse aggregate in 1:4 proportion including 100 mm thick sand backing at the junction of wall and soil back fill, cost of all materials, machinery, labour and all neassary works as directed complete as per specification. complete as per detailed specifications with all lead and lifts, loading & unloading charges as directed by engineer in charge. | Rmtr | 377.44 | 377.44 | 95.5 | False | None | None | False | None | False | 36045.52 | 0 | 2464361 | 74534 | None | SH13 | Providing impervious filling adjacent to masonry/concrete structure and filling trial pits with soil available in adjacent area in layers of 100 to 150 mm and compacting each layer to density control of not less than 95 percent using pneumatic tampers or by vibratory earth rammers including cost of all materials, machinery, labour, picking previous layer, spreading soil in layer, breaking clods, watering all neassary works as directed complete as per detailed specifications with all lead and lifts, loading & unloading charges as directed by engineer in charge. | Cum | 287.84 | 287.84 | 297.45 | False | None | None | False | None | False | 85618.008 | 0 | 2464362 | 74534 | None | SH14 | Providing hearting/casing embankment using homogeneous approved soil from borrow areas in layers of 250 to 300 mm(before compaction) including cost of all materials, machinery, labour,all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges/sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using power roller and all other ancillary operations. complete as per detailed specifications with all lead and lifts, loading & unloading charges as directed by engineer in charge. | Cum | 685.44 | 685.44 | 701.05 | False | None | None | False | None | False | 480527.712 | 0 | 2464363 | 74534 | None | SH15 | Providing and constructing 450 mm thick hand packed rough stone revetment consisting of 300 mm thick rough stones with 400 to 450 mm long through stones at 1.5 m c / c over filter backing of 150 mm thick 40 mm down graded coarse aggregate layers including cost of all materials, machinery, labour, laying to specified slope, wedging with chips, finishing & all necessary works as directed and complete as per specification as per detailed specifications with all lead and lifts, loading & unloading charges as directed by engineer in charge. | Sqm | 823.2 | 823.2 | 275.0 | False | None | None | False | None | False | 226380.0 | 0 | 2464364 | 74534 | None | SH16 | Providing and erecting a W metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5mm, 330 mm long complete as per clause 811 | Rmtr | 4076.8 | 4076.8 | 120.0 | False | None | None | False | None | False | 489216.0 | 0 |
| 1707214797000 | 0 | None | None | Bridge cum Barrages | Construction of Check Dam Near Ramanagar | 5528935.06 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2464365 | 74535 | None | SH01 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned,including removal and disposal of top organic soil not exceeding 150 mm in thickness. complete as per detailed specifications with all lead and lifts, loading & unloading charges as directed by engineer in charge. | Sqm | 1256.64 | 1256.64 | 14.0 | False | None | None | False | None | False | 17592.96 | 0 | 2464366 | 74535 | None | SH02 | Earth work excavation for Foundation by mechanical means for all works & required depth as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a required radius and all lift including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. complete as per detailed specifications with all lead and lifts, loading & unloading charges and as directed by engineer in charge. | Cum | 114.24 | 114.24 | 395.15 | False | None | None | False | None | False | 45141.936 | 0 | 2464367 | 74535 | None | SH03 | Earth work excavation for Foundation by mechanical means for all works & required depth 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 reuired radius and all lift including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In ordinary/soft rock without blasting upto reuired depth as per detailed specifications with all lead and lifts, loading & unloading charges as directed by engineer in charge. | Cum | 406.56 | 406.56 | 94.5 | False | None | None | False | None | False | 38419.92 | 0 | 2464368 | 74535 | None | SH04 | Preparing foundation bed for cut-off trench filling in rock portion by removing all loose material by wedging / chiselling and disposing off the same as directed and all other ancillary operations complete as per detailed specifications with all lead and lifts, loading & unloading charges as directed by engineer in charge. | Sqm | 49.28 | 49.28 | 105.0 | False | None | None | False | None | False | 5174.4 | 0 | 2464369 | 74535 | None | SH05 | Providing and laying in-situ vibrated M-15 grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for plain concrete works including cost of all materials, machinery,labour,cleaning, providing mortar layer for lift joints, batching, mixing, placing in position, levelling, vibrating, finishing, curing with all other ancillary operations. complete as per detailed specifications with all lead and lifts, loading & unloading charges as directed by engineer in charge. | Cum | 6795.04 | 6795.04 | 72.53 | False | None | None | False | None | False | 492844.2512 | 0 | 2464370 | 74535 | None | SH06 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges for required 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. The cost includes all lead & 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates as per detailed specifications with all lead and lifts, loading & unloading charges as directed by engineer in charge. | Cum | 7722.62 | 7722.62 | 471.68 | False | None | None | False | None | False | 3642605.4016 | 0 | 2464371 | 74535 | None | SH07 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges for required 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. The cost includes all lead & 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 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates as per detailed specifications with all lead and lifts, loading & unloading charges as directed by engineer in charge. | Cum | 8430.58 | 8430.58 | 1.26 | False | None | None | False | None | False | 10622.5308 | 0 | 2464372 | 74535 | None | SH08 | Steel Fabrication for sub structure of bridges. 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. complete as per detailed specifications with all lead and lifts, loading & unloading charges as directed by engineer in charge. | t | 97056.96 | 97056.96 | 7.8 | False | None | None | False | None | False | 757044.288 | 0 | 2464373 | 74535 | None | SH09 | Providing, Supplying and fixing M.S gates of size 1.62m*1.2m with 6mm thick M.S. plate with and stiffners (2 Nos) horizontal bracing 6 Nos. of ISMC 75*40 including providing rubber guard of ISA 20*4 for providing rubber of approved Quality for bottom & two sides fixed to grove of M.S. gate of size 25 mm. 25mm with machine screw nuts and bolts of size 6mm dia & 35mm long and providing 16mm dia MS bar handles (4 Nos) suitably welded to horizontal bracing including two coats of anticorrosive bituminous paint over a cost of primer and all neassary works as directed complete as per detailed specifications with all lead and lifts, loading & unloading charges as directed by engineer in charge. | Kg | 193.76 | 193.76 | 1211.39 | False | None | None | False | None | False | 234718.9264 | 0 | 2464374 | 74535 | None | SH10 | Providing and fixing M.S Channel frame to suite the suitable size of gates. The side channels with suitable height with hold fasts 12mm dia and 0.5m long M.S Bar at 0.50 m c/c with suitable size bottom channel including cost of all materials including two coats of anti corrosive paint over a coat of primer and all neassary works as directed complete as per detailed specifications with all lead and lifts, loading & unloading charges as directed by engineer in charge. | Kg | 94.08 | 94.08 | 243.73 | False | None | None | False | None | False | 22930.1184 | 0 | 2464375 | 74535 | None | SH11 | Providing and constructing 75 mm dia PVC pipe weep holes for concrete/masonry walls including providing 200x200x200 mm size porous concrete block made of cement and 20 mm down coarse aggregate in 1:4 proportion including 100 mm thick sand backing at the junction of wall and soil back fill, cost of all materials, machinery, labour and all neassary works as directed complete as per specification. complete as per detailed specifications with all lead and lifts, loading & unloading charges as directed by engineer in charge. | Rmtr | 377.44 | 377.44 | 52.0 | False | None | None | False | None | False | 19626.88 | 0 | 2464376 | 74535 | None | SH12 | Providing impervious filling adjacent to masonry/concrete structure and filling trial pits with soil available in adjacent area in layers of 100 to 150 mm and compacting each layer to density control of not less than 95 percent using pneumatic tampers or by vibratory earth rammers including cost of all materials, machinery, labour, picking previous layer, spreading soil in layer, breaking clods, watering all neassary works as directed complete as per detailed specifications with all lead and lifts, loading & unloading charges as directed by engineer in charge. | Cum | 287.84 | 287.84 | 341.0 | False | None | None | False | None | False | 98153.44 | 0 | 2464377 | 74535 | None | SH13 | Providing and constructing 450 mm thick hand packed rough stone revetment consisting of 300 mm thick rough stones with 400 to 450 mm long through stones at 1.5 m c / c over filter backing of 150 mm thick 40 mm down graded coarse aggregate layers including cost of all materials, machinery, labour, laying to specified slope, wedging with chips, finishing & all necessary works as directed and complete as per specification as per detailed specifications with all lead and lifts, loading & unloading charges as directed by engineer in charge. | Sqm | 823.2 | 823.2 | 175.0 | False | None | None | False | None | False | 144060.0 | 0 |
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