| 1725623950000 | 0 | None | None | Other Works | Construction of waste weir and sluice gate and development near Jalakanteshwara side in Kaggadasapura lake. | 31667417.13 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3936420 | 152165 | None | 001 | Dewatering by mechanical means including hire charges of machinery,fuel and crew charges etc., complete as per the direction of the Engineer- in charge (statement of hire charges of machinery for the year. with all lead and lift, loading and unloading as per the directions of engineer in charge of work. 5 HP Diesel pump ---- All conditions as in KW | hr | 309.1 | 309.1 | 350.0 | False | None | None | False | None | False | 108185.0 | 0 | | 3936421 | 152165 | None | 002 | De-silting of 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. ---- All conditions as in KW | Cum | 59.4 | 59.4 | 33944.07 | False | None | None | False | None | False | 2016277.758 | 0 | | 3936422 | 152165 | None | 003 | 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. ---- All conditions as in KW | Cum | 112.2 | 112.2 | 935.61 | False | None | None | False | None | False | 104975.442 | 0 | | 3936423 | 152165 | None | 004 | Cost of Haulage Excluding Loading and Unloading . Case-III : Katcha Track and Track in River Bed/Nallah Bed and Choe Bed. B. Taking output 18 tonne load and lead of 01 km is considered. ---- All conditions as in KW | T.Km | 22.0 | 22.0 | 61099.32 | False | None | None | False | None | False | 1344185.04 | 0 | | 3936424 | 152165 | None | 005 | Cost of Haulage Excluding Loading and Unloading . Case-1 : Surfaced Road. B. Taking output 18 tonne load and lead of 14 km is considered. ---- All conditions as in KW | T.Km | 8.8 | 8.8 | 855390.52 | False | None | None | False | None | False | 7527436.576 | 0 | | 3936425 | 152165 | None | 006 | Providing and Filling in foundation with granite/trap broken metal 100 mm and down size, with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift, loading and unloading complete as per specifications. ---- All conditions as in KW | Cum | 2950.2 | 2950.2 | 87.36 | False | None | None | False | None | False | 257729.472 | 0 | | 3936426 | 152165 | None | 007 | 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 ---- All conditions as in KW | Cum | 6673.7 | 6673.7 | 9.07 | False | None | None | False | None | False | 60530.459 | 0 | | 3936427 | 152165 | None | 008 | 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 ---- All conditions as in KW | Cum | 6587.9 | 6587.9 | 36.3 | False | None | None | False | None | False | 239140.77 | 0 | | 3936428 | 152165 | None | 009 | Providing and laying in position 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 20 mm nominal size graded crushed coarse aggregates ---- All conditions as in KW | Cum | 6838.7 | 6838.7 | 185.18 | False | None | None | False | None | False | 1266390.466 | 0 | | 3936429 | 152165 | None | 010 | 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 necesary, 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 to be paid separately) Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates. ---- All conditions as in KW | Cum | 7396.62 | 7396.62 | 16.95 | False | None | None | False | None | False | 125372.709 | 0 | | 3936430 | 152165 | None | 011 | 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 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 to be paid separately) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates(Appendix I Additionalities for Formwork, Centering and Scaffolding,P.no 112 Sl no 6 Box Culvert 20 percent ---- All conditions as in KW | Cum | 8363.52 | 8363.52 | 52.88 | False | None | None | False | None | False | 442262.9376 | 0 | | 3936431 | 152165 | None | 012 | 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 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 to be paid separately) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates(Appendix I Additionalities for Formwork, Centering & Scaffolding,P.no-111 Sl no 10 Piers & Abutments 10 percent ---- All conditions as in KW | Cum | 7666.56 | 7666.56 | 201.15 | False | None | None | False | None | False | 1542128.544 | 0 | | 3936432 | 152165 | None | 013 | 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.All other type of structures ---- All conditions as in KW | Tonne | 86912.1 | 86912.1 | 25.69 | False | None | None | False | None | False | 2232771.849 | 0 | | 3936433 | 152165 | None | 014 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications ---- All conditions as in KW | Mtr | 262.9 | 262.9 | 20.0 | False | None | None | False | None | False | 5258.0 | 0 | | 3936434 | 152165 | None | 015 | Providing and constructing vertical /inclined graded filter media using clean, hard graded sand and coarse aggregates from approved source satisfying specified filter creteria in layers of specified thickness including cost of all materials, machinery, labour, laying to required slopes, compacting etc., complete as per specifications and approved drawings complete with all lead and lifts.40 mm down graded coarse aggregate layer ---- All conditions as in KW | Cum | 1860.18 | 1860.18 | 23.55 | False | None | None | False | None | False | 43807.239 | 0 | | 3936435 | 152165 | None | 016 | 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, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge ---- All conditions as in KW | Kgs | 149.6 | 149.6 | 254.8 | False | None | None | False | None | False | 38118.08 | 0 | | 3936436 | 152165 | None | 017 | Providing S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack tocorrectposition including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his ownarrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey RCC NP3 Class pipe of 600 mm d ---- All conditions as in KW | Rmtr | 3454.0 | 3454.0 | 25.0 | False | None | None | False | None | False | 86350.0 | 0 | | 3936437 | 152165 | None | 018 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. ---- All conditions as in KW | Cum | 292.6 | 292.6 | 48.09 | False | None | None | False | None | False | 14071.134 | 0 | | 3936438 | 152165 | None | 019 | Providing and constructing dry rubble rock-toe using rubble and stone chips from approved source including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes as per approved drawings and all other ancillary operations complete. ---- All conditions as in KW | Cum | 1369.5 | 1369.5 | 172.8 | False | None | None | False | None | False | 236649.6 | 0 | | 3936439 | 152165 | None | 020 | Design, fabrication, supply, erection, testing and commissioning of sliding type interchangeable stoplog gate elements consisting of skin plate, stiffeners, horizontal and vertical girders, lifting hooks, bronze padded slide blocks, guide shoes, rubber seals with all accessories for canal regulator vent including cost of all materials, machinery, labur, cutting, aligning, welding, finishing, cleaning, applying one coats of zinc rich epoxy primer and three coats of cold applied coal tar epoxy paint, seal fixing and all other ancillary operations complete as per specifications and approved drawings. ---- All conditions as in KW | Cum | 177100.0 | 177100.0 | 4.6 | False | None | None | False | None | False | 814660.0 | 0 | | 3936440 | 152165 | None | 021 | Providing & fixing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete as per design drawings (up to any pitch in horizontal vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required as per the direction of Engineer in charge. 0.63 mm thick with zinc coating not less than 275 g/m2
---- All conditions as in KW | Sqm | 966.9 | 966.9 | 43.78 | False | None | None | False | None | False | 42330.882 | 0 | | 3936441 | 152165 | None | 022 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) ---- All conditions as in KW | Cum | 7027.9 | 7027.9 | 295.25 | False | None | None | False | None | False | 2074987.475 | 0 | | 3936442 | 152165 | None | 023 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications A.Stone/Boulder ---- All conditions as in KW | Cum | 2103.2 | 2103.2 | 604.8 | False | None | None | False | None | False | 1272015.36 | 0 | | 3936443 | 152165 | None | 024 | Providing and laying Hariyala or other approved quality turfing sods for the slopes of earthen embankments over 20 mm thick sand backing including cost of all materials, machinery,labour including preparing surface, spreading sand including tamping, watering for 15 days & all necessary works as directed and complete as per specification. ---- All conditions as in KW | Sqm | 168.3 | 168.3 | 864.0 | False | None | None | False | None | False | 145411.2 | 0 | | 3936444 | 152165 | None | 025 | Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge. ---- All conditions as in KW | Sqm | 280.5 | 280.5 | 86.13 | False | None | None | False | None | False | 24159.465 | 0 | | 3936445 | 152165 | None | 026 | Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 overexisting cement concrete bed , including cost of materials, mortar,labour, curing complete as per specifications. ---- All conditions as in KW | Sqm | 5860.8 | 5860.8 | 282.65 | False | None | None | False | None | False | 1656555.12 | 0 | | 3936446 | 152165 | None | 027 | Providing and laying Polished Sadarahalli Grey Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 20 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge ---- All conditions as in KW | Sqm | 2293.5 | 2293.5 | 50.3 | False | None | None | False | None | False | 115363.05 | 0 | | 3936447 | 152165 | None | 028 | Lawn development :Procurement of quality lawn grass Mexican Grass, Turf ---- All conditions as in KW | Sqm | 220.0 | 220.0 | 50.3 | False | None | None | False | None | False | 11066.0 | 0 | | 3936448 | 152165 | None | 029 | SUPPLYING AND FIXING OF GAZEBO MADE OF SADARAHALLI GRANITE STONE OF SIZE NOT LESS THAN 18 FEET *18 FEET , WITH ALROUND GRANITE SEATING AND ENTRANCE STEPS WITH ALL NECESSARY TRUSS WORK TO ROOFING , ROOFING SHALL BE OF GRANITE SLAB OR MANGALORE TILE OF TYPE PORTUGUESE PATTERN OR MASTER BAMBOO OR JAPAN DUTCH TYPE OF ROOF TILES AS DIRECTED BY ENGINEER INCHARGE OF WORK . TRUSS ARE OF ISI GRADE AND ARE PAINTED WITH TWO COATS OF PRIMER AND TWO COATS OF PAINT OVER STEEL INCLUDING OF COST OF ALL LABOUR, FABRICATING, MACHINARIES, MATERIAL ETC,. INCLUDING FIXING THE GAZEBO PILLER IN CC 1:2:4 , CURING ETC., COMPLETE WITH ALL LEAD, LIFT, LOADING UNLOADING AND ANY OTHER INCIDENTAL CHARGES AND AS PER SPEC AND DIRECTION OF ENGG IN CHARGE OF WORK. ---- All conditions as in KW | Unit | 1100000.0 | 1100000.0 | 1.0 | False | None | None | False | None | False | 1100000.0 | 0 | | 3936449 | 152165 | None | 030 | Supply, Installation and Commissioning including 3 year maintenance of Cascade Aeration Systems 3 HP with IP68 Protection grade. Aeration system with Ungeared high-speed motors with small propellers, the propellers shall be self-cleaning optimized for effective mixing/ aeration and vibration free running, water displacement capacity of minimum 100m3/kw.hr, dynamically balanced Motor shaft and rotor. Including cost of all the materials, 100m cable, labour, HOM on machineries, loading, unloading, transportation all lead and lift etc. Complete as per specifications and directions of the Engineer-in charge of work. ---- All conditions as in KW | Unit | 874000.0 | 874000.0 | 4.0 | False | None | None | False | None | False | 3496000.0 | 0 | | 3936450 | 152165 | None | 031 | Supply, Installation and Commissioning including 3 year maintenance of special type Submersible Aerator with Mixer system 6 HP with IP68 Protection grade.
It is designed to combine the high efficiency of slow speed Submerged Mixing with the Power of Submerged Micro diffused Bubbling
The combo Unit will consist of three Specific Components
a. The FLOTATION Assembly with sturdy supporting frame structure
b. The High Efficiency Submerged Mixer/ Circulator
c. Submersible Micro diffused Bubbling Aeration
Aeration systems having aspirator type with submersible motors, propellers driven with high speed motors, to ensure air suction & its dispersion in form of finely diffused air bubbles. Geared motor with large slow speed propellers, optimized for effective mixing and vibration free running. water displacement of 3000m3/kw.hr, oxygen enrichment not exceeding 4 ppm in the zone of influence to ensure total absorption and for energy efficient operation. Aeration system mounted on SS frame supported on adequately sized floats, equipped with proper retrieval facility for ease of maintenance. Including electrical panel with starter and MCB. Including cost of all the materials, cable, labour, HOM on machineries, loading, unloading, transportation all lead and lift etc,. including Complete as per specifications and directions of the Engineer incharge of work.
---- All conditions as in KW | Unit | 1976000.0 | 1976000.0 | 1.0 | False | None | None | False | None | False | 1976000.0 | 0 | | 3936451 | 152165 | None | 032 | Supply and Installation of HDPE Floating Wetlands for holding Aquatic plants with appropriate fixtures including specially designed bucket for maximum root development to enable nutrient removal in polluted water body including transportation to site and labour cost for assembly of frames, plants complete.
Material specification, High Density Poly Ethylene Floats of 330mm x 330mm and 60mm in overall depth and wall thickness of 3mm.
Opening at the Centre with 160mm dia at the top and 140mm at the bottom along with projections on the sides and provision for locking system.
6mm dia openings at corners.
Oval openings on 4 sides for balanced buoyancy and Ribbed at the bottom for providing adequate strength.
Buckets of 170mm dia at the top and 145mm dia at the bottom with openings on the sides and the bottom and locks at sides.
Plus shaped connector pin for interconnecting.
3 inch HDPE pipes and elbows for supporting the floating frames
GI wires 22 gauge and PVC binders for fixing/ binding.
10 mm Nylon ropes for anchoring.
Minimum of 18 plants per square meter area of the wetlands.
Plants of different species for taking up nutrients from waterbody like Canna Indica, Vetiver, Spider Lilly, Reed, Water Grass, Phragmites and other locally grown varieties in and around the waterbody. DLP on materials used for 2 years ---- All conditions as in KW | Sqm | 11500.0 | 11500.0 | 60.48 | False | None | None | False | None | False | 695520.0 | 0 | | 3936452 | 152165 | None | 033 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off 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 & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m ---- All conditions as in KW | Cum | 254.1 | 254.1 | 675.0 | False | None | None | False | None | False | 171517.5 | 0 | | 3936453 | 152165 | None | 034 | Supplying heavygaugePVC conduit pipe.mm dia.mm thick confirming toIS2509with suitable size bends,metal/PVC Junction boxes,adhesive paste etc.,and running before concreting the slab. The conduit shouldbe tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with18 SWGGI fishwire wherever necessary 25 mm dia 2 mm thick ---- All conditions as in KW | Rmtr | 85.8 | 85.8 | 1500.0 | False | None | None | False | None | False | 128700.0 | 0 | | 3936454 | 152165 | None | 035 | Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130-1984 and (Virgin) PVC insulation sheathed suitable fo working voltage upto 1100 Volts as per IS-694:1990 4C x 1.5 mm2 ---- All conditions as in KW | Rmtr | 103.4 | 103.4 | 1500.0 | False | None | None | False | None | False | 155100.0 | 0 | | 3936455 | 152165 | None | 036 | 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 ---- All conditions as in KW | Cum | 168.0 | 168.0 | 573.75 | False | None | None | False | None | False | 96390.0 | 0 |
|