| 1727085092000 | 0 | None | None | Other Works | Construction of absorption pit and rain water harvesting system in Yaligar layout garden in ward 19 Dharwad | 844786.7 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 4056306 | 157587 | None | 2.4ia | Clearing and Grubbing Road Land. 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. By Manual Means In area of light jungle
| 100 Sqm | 1178.1 | 1178.1 | 0.64 | False | None | None | False | None | False | 753.984 | 0 | | 4056307 | 157587 | None | 1.4.1 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & 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 abour, tools & other appurtenaces required to complete the work.In all kinds of soils Depth upto 1.5 m | Cum | 254.1 | 254.1 | 50.46 | False | None | None | False | None | False | 12821.886 | 0 | | 4056308 | 157587 | None | 1.4.2 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & 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 abour, tools & other appurtenaces required to complete the work.In all kinds of soils Depth exceeding 1.5m, but not exceeding 3 m | Cum | 271.95 | 271.95 | 29.64 | False | None | None | False | None | False | 8060.598 | 0 | | 4056309 | 157587 | None | 1.9 | 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. | Cum | 279.3 | 279.3 | 32.46 | False | None | None | False | None | False | 9066.078 | 0 | | 4056310 | 157587 | None | 4.17 | 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.c | Cum | 2686.95 | 2686.95 | 10.3 | False | None | None | False | None | False | 27675.585 | 0 | | 4056311 | 157587 | None | 2.1.3 | 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.- Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6288.45 | 6288.45 | 5.36 | False | None | None | False | None | False | 33706.092 | 0 | | 4056312 | 157587 | None | 9.16 | Providing and laying 500x500x40 mm thick Turf paver on 150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick fine sand, including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer-in-charge. | Sqm | 756.0 | 756.0 | 45.0 | False | None | None | False | None | False | 34020.0 | 0 | | 4056313 | 157587 | None | 8.1b | 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, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409- PCC M20 grade for kerb Cast in Situ | Mtr | 278.25 | 278.25 | 60.0 | False | None | None | False | None | False | 16695.0 | 0 | | 4056314 | 157587 | None | 2.2.1 | 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 & 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. - M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6601.35 | 6601.35 | 15.91 | False | None | None | False | None | False | 105027.4785 | 0 | | 4056315 | 157587 | None | 010 | Including Shuttering for Drainage Walls (35%)
| Cum | 2310.47 | 2310.47 | 8.79 | False | None | None | False | None | False | 20309.0313 | 0 | | 4056316 | 157587 | None | 011 | Including Shuttering forEarth Retaining Structures (10%)
| Cum | 660.14 | 660.14 | 5.77 | False | None | None | False | None | False | 3809.0078 | 0 | | 4056317 | 157587 | None | 012 | Including Shuttering for Slab Structures (50%) | Cum | 3300.68 | 3300.68 | 1.35 | False | None | None | False | None | False | 4455.918 | 0 | | 4056318 | 157587 | None | 2.11h | 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. for other works | Tonne | 82961.55 | 82961.55 | 0.95 | False | None | None | False | None | False | 78813.4725 | 0 | | 4056319 | 157587 | None | 3.41.2 | MASONRY AND PITCHING WORKS : 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 . | Sqm | 477.75 | 477.75 | 59.04 | False | None | None | False | None | False | 28206.36 | 0 | | 4056320 | 157587 | None | 3.43 | Providing and constructing 300 mm thick rubble stone pitching set in,CM 1: 5 proportion by volume with pin headers at 2 per m2 including,cost of all materials from approved source, labour, packing stone,chips and mortar into joints, finishing, curing and all other ancillary,operations complete.,Note: If 150 mm thick murum bed is to be provided below pitching, add, 93.00 / m2
| Sqm | 1000.65 | 1000.65 | 65.28 | False | None | None | False | None | False | 65322.432 | 0 | | 4056321 | 157587 | None | 2.35.1 | Providing and constructing vertical /inclined graded filter media,using clean, hard graded sand and coarse aggregates from approved,source satisfying specified filter criteria in layers of specified thickness,including cost of all materials, machinery, labour, laying to required,slopes, compacting and all other ancillary operations complete as per,specifications and approved drawings. Sand layer. | Cum | 2196.6 | 2196.6 | 1.1 | False | None | None | False | None | False | 2416.26 | 0 | | 4056322 | 157587 | None | 2.35.2 | Providing and constructing vertical /inclined graded filter media,using clean, hard graded sand and coarse aggregates from approved,source satisfying specified filter criteria in layers of specified thickness,including cost of all materials, machinery, labour, laying to required,slopes, compacting and all other ancillary operations complete as per,specifications and approved drawings. 10 mm down graded coarse aggregate layer | Cum | 2092.65 | 2092.65 | 1.65 | False | None | None | False | None | False | 3452.8725 | 0 | | 4056323 | 157587 | None | 2.35.3 | Providing and constructing vertical /inclined graded filter media,using clean, hard graded sand and coarse aggregates from approved,source satisfying specified filter criteria in layers of specified thickness,including cost of all materials, machinery, labour, laying to required,slopes, compacting and all other ancillary operations complete as per,specifications and approved drawings. 20 mm down graded coarse aggregate layer | Cum | 2064.3 | 2064.3 | 1.65 | False | None | None | False | None | False | 3406.095 | 0 | | 4056324 | 157587 | None | 2.35.4 | Providing and constructing vertical /inclined graded filter media,using clean, hard graded sand and coarse aggregates from approved,source satisfying specified filter criteria in layers of specified thickness,including cost of all materials, machinery, labour, laying to required,slopes, compacting and all other ancillary operations complete as per,specifications and approved drawings. 40 mm down graded coarse aggregate layer | Cum | 1896.3 | 1896.3 | 1.65 | False | None | None | False | None | False | 3128.895 | 0 | | 4056325 | 157587 | None | 2.35.5 | Providing and constructing vertical /inclined graded filter media,using clean, hard graded sand and coarse aggregates from approved,source satisfying specified filter criteria in layers of specified thickness,including cost of all materials, machinery, labour, laying to required,slopes, compacting and all other ancillary operations complete as per,specifications and approved drawings. 80 mm down graded coarse aggregate layer | Cum | 1812.3 | 1812.3 | 2.2 | False | None | None | False | None | False | 3987.06 | 0 | | 4056326 | 157587 | None | 13.53 | Constructing brick masonry chamber for underground C.I. inspection,chamber and bends with bricks in cement mortar 1:4 (1 cement : 4,coarse sand) C.I. cover with frame (light duty) 455x610 mm internal,dimensions, total weight of cover with frame to be not less than 38,kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab,with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20,mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand,: 10 graded stone aggregate 40 mm nominal size), inside plastering 12,mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished,smooth with a floating coat of neat cement on walls and bed concrete etc.,complete as per standard design: Inside dimensions 455x610 mm and,45 cm deep for single pipe line : With common burnt clay (non modular),bricks of class designation | Each | 5924.1 | 5924.1 | 1.0 | False | None | None | False | None | False | 5924.1 | 0 | | 4056327 | 157587 | None | 13.4.1 | Providing, Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications, to work site with testing of as per instructions of engineer incharge of work and latest amendments etc. complete. 0.50 HP/0.37kW - 5 STG(stage) | Each | 10678.5 | 10678.5 | 1.0 | False | None | None | False | None | False | 10678.5 | 0 | | 4056328 | 157587 | None | 13.33.10 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot & cold water supply including all CPVC,plain & brass threaded fittings This includes jointing of pipes & fittings,with one step CPVC solvent cement, trenching, refilling & testing of joints,complete as per direction of Engineer in Charge. External work | Rmtr | 2650.2 | 2650.2 | 31.0 | False | None | None | False | None | False | 82156.2 | 0 | | 4056329 | 157587 | None | 16.3.5 | 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 to,correct position 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,own arrangements for procuring water for testing). Before the execution,of the work, the contractor shall carry out the survey. | Rmtr | 2470.65 | 2470.65 | 24.0 | False | None | None | False | None | False | 59295.6 | 0 | | 4056330 | 157587 | None | 11.28 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. | Kg | 593.25 | 593.25 | 270.0 | False | None | None | False | None | False | 160177.5 | 0 | | 4056331 | 157587 | None | 8.4 | Painting with synthetic enamel paint of approved brand and,manufacture to give an even shade :Two coats on new work after,thoroughly brooming the surface to remove all dirt, dust, mortar drops,and foreign matter including preparing the surface even and sand paper,smooth, cost of materials, labour complete as per specifications and as per,directions of Engineer-in-charge. | Sqm | 120.75 | 120.75 | 24.0 | False | None | None | False | None | False | 2898.0 | 0 | | 4056332 | 157587 | None | 027 | Earthing GI Grounding pipe, B - Class, 42 mm dia, 2.5 M long, 3.2 mm thick with bolts nuts, GI Strips and washers complete Minimum Weight of GI Pipe: 7.3 Kgs (material rate) ESCOM SR 2023-24 Item code 25.a
| Per Electrode | 1815.45 | 1815.45 | 1.0 | False | None | None | False | None | False | 1815.45 | 0 | | 4056333 | 157587 | None | 028 | Earthing GI Grounding pipe, B - Class, 42 mm dia, 2.5 M long, 3.2 mm thick with bolts nuts, GI Strips and washers complete
Minimum Weight of GI Pipe: 7.3 Kgs (labour rate) ESCOM SR 2023-24 Item code 25.a
| Per Electrode | 996.45 | 996.45 | 1.0 | False | None | None | False | None | False | 996.45 | 0 | | 4056334 | 157587 | None | 029 | Pot Head Epoxy Terminating Kit (Pothead) suitable for 1.1 kV, LTUG Cable 35.01) Up to 4C x 50 Sqmm ESCOM SR 2023-24 Page No 15 Item code 6.10.2
| Each | 340.2 | 340.2 | 1.0 | False | None | None | False | None | False | 340.2 | 0 | | 4056335 | 157587 | None | 030 | 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part- 1) or IS-7098 Part-1, Armouring strip
thickness and resistivity as per IS-3975 32.05) 16 Sqmm, 4 Core, (11 GI Strips - 4 x 0.8 mm) page no.13 (Material rate inclusive of GST) ESCOM SR 2023-24
| Km | 148934.1 | 148934.1 | 0.04 | False | None | None | False | None | False | 5957.364 | 0 | | 4056336 | 157587 | None | 031 | Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff LT cable 21.05) 2.5 to 25 Sqmm item no.21.05 page no. 52 (labour charges) ESCOM SR 2023-24 | Km | 21930.3 | 21930.3 | 0.04 | False | None | None | False | None | False | 877.212 | 0 | | 4056337 | 157587 | None | 1.6.1 | Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. 1.6.1) In all kinds of soils. Depth upto 1.50m item no.1.6.1 page no. 6 vol 1 (labour charges) PWD civil SR 2023-24 | Cum | 508.2 | 508.2 | 7.5 | False | None | None | False | None | False | 3811.5 | 0 | | 4056338 | 157587 | None | 5.7.2 | Fuses Supplying & fixing of Porcelain fuse channel with cut out
on existing wooden/panel using necessary nuts, bolts and
washers. 5.7.2) 32Amps PWD SR 2023-24 Page No.14 Item code5.7.2
| Each | 253.05 | 253.05 | 6.0 | False | None | None | False | None | False | 1518.3 | 0 | | 4056339 | 157587 | None | 5.18.7 | MCB Switch Supplying and fixing miniature circuit breakers on existing
MCB distribution boards using necessary fixing materials
and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 5.18.7) 6-32 A TPN PWD SR 2023-24 Page No.17 Item code 5.18.7
| Each | 1802.85 | 1802.85 | 1.0 | False | None | None | False | None | False | 1802.85 | 0 | | 4056340 | 157587 | None | 5.42.2 | MS Box Fabricating supplying and mounting MS box made out …
SWG suitable for floor / wall mounting, fully weather proof with provision for better heat dissipation, provided with
hinged front cover, equipped with tamper proof locking
arrangements, with suitable size clamps with necessary
cable entry pipe with gland and box should be finished
with 7tanks treatment with powder coated paint and finally
finished with approved colour etc., complete. 5.42.2) 16SWG High mast Box Dimension- 16250 Sqcm PWD SR 2023-24 Page No.20 Item code 5.42.2 | Sq CM | 0.45 | 0.45 | 16250.0 | False | None | None | False | None | False | 7312.5 | 0 | | 4056341 | 157587 | None | 3.9 | Hylum plastic sheet Supplying and fixing hylum plastic sheet 3mm thick with necessary nitches for fixing switches, regulators etc., and fixing on existing wood or metal box using N. F. screws. PWD SR 2023-24 Page No.9 Item code 3.9
| Sq CM | 0.37 | 0.37 | 1250.0 | False | None | None | False | None | False | 462.5 | 0 | | 4056342 | 157587 | None | 5.41.1mtr | Angle Iron Supplying and fixing angle iron frame work fabricated out of M.S. angle iron. and M.S. flat … with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. 5.41.1) 40x40x6mm PWD SR 2023-24 Page No.20 Item code 5.41.1
| Mtr | 320.25 | 320.25 | 12.0 | False | None | None | False | None | False | 3843.0 | 0 | | 4056343 | 157587 | None | 5.1 | Supplying push button operated direct online starter with an
antiweld silver cadmium oxide contactor with replaceable fixed
and moving contacts and bimetallic thermal overload relay help
in anticorrosion treated sheet steel or iron clad enclosure and fixing
the same to suitable capacity wires for 230/440 V 1/3 phase motor
upto 5 HP PWD SR 2023-24 Page No.13 Item code 5.1 | Each | 2023.35 | 2023.35 | 1.0 | False | None | None | False | None | False | 2023.35 | 0 | | 4056344 | 157587 | None | 5.3 | Supplying and fixing single phase preventer using necessary wires
over an existing panel board suitable for motor upto 20 HP
capacities. PWD SR 2023-24 Page No.13 Item code 5.3 | Each | 949.22 | 949.22 | 1.0 | False | None | None | False | None | False | 949.22 | 0 | | 4056345 | 157587 | None | 2.3.4 | Wiring for lighting/power circuit using one of FRLS PVC insulated
1100V grade, multistrand copper wire with low conductor resistance
single core in open or concealed system of wiring with specified IS-
694:2010 2.3.4) 4 mm2 PWD SR 2023-24 Page No.4 Item code 2.3.4 | Mtr | 66.15 | 66.15 | 40.0 | False | None | None | False | None | False | 2646.0 | 0 | | 4056346 | 157587 | None | 13.34 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | Ltr | 9.45 | 9.45 | 1500.0 | False | None | None | False | None | False | 14175.0 | 0 | | 4056347 | 157587 | None | 11.34b | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 192.15 | 192.15 | 52.0 | False | None | None | False | None | False | 9991.8 | 0 |
|