| 1708337849000 | 0 | None | None | Canals including Lining and Structures | CONSTRUCTION OF RAJAKALUVE IN TURUVANURU VILLAGE OF CHALLAKERE CONSTITUENCY CHITRADURGA TALUK CHITRADURGA DISTRICT | 25018769.09 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2694586 | 84828 | None | Item No 2.5 (ii) a, Volume-III, PAGE No-9 | 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. (ii) By mechanical means using Dozer (a) In area of light jungle. Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | 100 Sqm | 393.0 | 393.0 | 126.78 | False | None | None | False | None | False | 49824.54 | 0 | | 2694587 | 84828 | None | Item Code Item No 3.2 Volume-IV, PAGE No-139 | Removing disturbed rough / size stone revetment 300 mm thick with 150 mm thick 40 mm down aggregate backing and resetting the same using the available stones and fresh aggregate from quarry including handpacking, wedging, finishing etc., Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | Sqm | 372.0 | 372.0 | 1600.0 | False | None | None | False | None | False | 595200.0 | 0 | | 2694588 | 84828 | None | Item Code Item No 3.12 Volume-IV, PAGE No-140 | De-silting of Tank bed/Feeder Channel/Canal in dry condition by excavating the deposited bed material and loading the same to transport vehicle ( excluding cost of transportation ) including cost of all machinery, labour & all necessary works as directed and complete as per specification. Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | Cum | 54.0 | 54.0 | 34493.4 | False | None | None | False | None | False | 1862643.6 | 0 | | 2694589 | 84828 | None | Item No 1.14.1, Volume-I, PAGE No-8 | 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. Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | Cum | 102.0 | 102.0 | 1368.57 | False | None | None | False | None | False | 139594.14 | 0 | | 2694590 | 84828 | None | Item Code Item No. 1.15.1 Volume-I, PAGE No-8 | Earth work excavation for Foundation by mechanical means for all works & depth upto 1.5 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 ordinary/soft rock without blasting upto 1.5 m depth. Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | Cum | 363.0 | 363.0 | 112.5 | False | None | None | False | None | False | 40837.5 | 0 | | 2694591 | 84828 | None | Item No 2.13, Volume-IV, PAGE No-39 | 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. Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | Cum | 6067.0 | 6067.0 | 143.42 | False | None | None | False | None | False | 870129.14 | 0 | | 2694592 | 84828 | None | Item Code Item No 1.12 Volume-IV, PAGE No-130 | 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 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 | 6955.0 | 6955.0 | 454.45 | False | None | None | False | None | False | 3160699.75 | 0 | | 2694593 | 84828 | None | Item Code Item No 2.4.3 Volume-I, PAGE No-16 | Providing and laying in position 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 and 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. M 25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. | Cum | 6526.08 | 6526.08 | 241.35 | False | None | None | False | None | False | 1575069.408 | 0 | | 2694594 | 84828 | None | Item Code Item No 2.4.3 Volume-I, PAGE No-16 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works and 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 and 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 complete the work as per technical specifications. (The cost of steel reinforcement and formwork to be paid separately) , M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. | Cum | 7603.2 | 7603.2 | 283.5 | False | None | None | False | None | False | 2155507.2 | 0 | | 2694595 | 84828 | None | Item Code Item No 2.4.3 Volume-I, PAGE No-16 | 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 plasticizers, 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, labor, 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 | Cum | 6969.6 | 6969.6 | 123.75 | False | None | None | False | None | False | 862488.0 | 0 | | 2694596 | 84828 | None | Item No 2.11 e, Volume-I , PAGE No-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 technial specification.e. Dam and Allied works. Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | t | 88842.0 | 88842.0 | 58.16 | False | None | None | False | None | False | 5167050.72 | 0 | | 2694597 | 84828 | None | Item Code Item No 17.12 Volume-II, PAGE No-176 | Providing and laying 100mm thick pre-cast cover slabs over drains & Rain pit of width not exceeding 800 mm using M20 concrete reinforced with Micro Alloyed High carbon steel with 3mm - 3ply wired steel @ 2.00 kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | Sqm | 928.0 | 928.0 | 621.0 | False | None | None | False | None | False | 576288.0 | 0 | | 2694598 | 84828 | None | Item Code Item No 1.8 Volume-IV, PAGE No-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 Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | Cum | 1278.0 | 1278.0 | 9.18 | False | None | None | False | None | False | 11732.04 | 0 | | 2694599 | 84828 | None | Item Code Item No 2.9 Volume-IV, PAGE No-38 | 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 Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | Each | 1274.0 | 1274.0 | 50.0 | False | None | None | False | None | False | 63700.0 | 0 | | 2694600 | 84828 | None | Item Code Item No 12.1 Volume-III, PAGE No-117 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | m | 138.0 | 138.0 | 45.6 | False | None | None | False | None | False | 6292.8 | 0 | | 2694601 | 84828 | None | Item Code Item No 3.27 Volume-IV, PAGE No-142 | Excavating grip trenches of specified size in all kinds of soil in existing bund for abutting fresh embankment to strengthen the existing bund including disposing off the excavated soil in in specified dump area & all necessary works as directed and complete as per specification . Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | Cum | 250.0 | 250.0 | 174.3 | False | None | None | False | None | False | 43575.0 | 0 | | 2694602 | 84828 | None | Item Code Item No.4.17 Volume-III, PAGE No-26 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | Cum | 2559.0 | 2559.0 | 217.88 | False | None | None | False | None | False | 557554.92 | 0 | | 2694603 | 84828 | None | Item Code Item No.8.1,b Volume-III, PAGE No-63 | Cast in Situ Cement Concrete M20 Kerb Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 b. PCC M20 grade of kerb cast insitu. Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | Each | 265.0 | 265.0 | 968.33 | False | None | None | False | None | False | 256607.45 | 0 | | 2694604 | 84828 | None | Item No 11.25.2 Volume-II, PAGE No-84 | Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labor, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge | Kg | 136.0 | 136.0 | 12026.48 | False | None | None | False | None | False | 1635601.28 | 0 | | 2694605 | 84828 | None | Item No 11.58 Volume-II, PAGE No-95 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer in-charge. (Made of G.I. wire of dia 4 mm). Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | Sqm | 803.0 | 803.0 | 500.0 | False | None | None | False | None | False | 401500.0 | 0 | | 2694606 | 84828 | None | Item No 11.57.1 Volume-II, PAGE No-95 | Fencing with G.I. barbed wire Angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per meter cost of total length of barbed wire used With G.I. barbed wire. Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | m | 18.0 | 18.0 | 1000.0 | False | None | None | False | None | False | 18000.0 | 0 | | 2694607 | 84828 | None | Item Code Item No 3.15 Volume-IV, PAGE No-140 | Providing new embankment to slopes of the existing bund to strength the existing bund using soil from approved borrow area in layers of 200 to 250 mm and compacting each layer manually to meet required density including cost of all materials, machinery, labor, picking previous layer, spreading soil in layer, breaking clods, watering, & all necessary works as directed and complete as per specification. Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | Cum | 468.0 | 468.0 | 4129.0 | False | None | None | False | None | False | 1932372.0 | 0 | | 2694608 | 84828 | None | Item Code Item No 6.8.1 Volume-III, PAGE No-51 | Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and color, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in charge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification) IRC SP 63: 2018 Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | Sqm | 1068.0 | 1068.0 | 1278.2 | False | None | None | False | None | False | 1365117.6 | 0 | | 2694609 | 84828 | None | Item Code Item No 3.42 Volume-IV, PAGE No-54 | Providing and constructing 450 mm thick size stone pitching with using 200 to 250mm size stones with pin headers at 2 per m2 using stones and stone chips from approved source including cost of all materials, labor, hand packing /wedging stone chips, finishing and all other ancillary operations complete. Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | Sqm | 649.0 | 649.0 | 1886.0 | False | None | None | False | None | False | 1224014.0 | 0 | | 2694610 | 84828 | None | Item Code Item No 1.11 Volume-IV, PAGE No-130 | Providing 100 mm thick approved type grass turfing to side slopes of canal icluding cost of all materials, labour, watering for minimum 15 days & all necessary works as directed and complete as per specification. Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | Sqm | 154.0 | 154.0 | 2905.0 | False | None | None | False | None | False | 447370.0 | 0 |
|