| 1706605117000 | 0 | None | None | Water supply/sewage lines | PACKAGE NO 6-1)Construction of R O Plant Zohara Masidi Opposite in Ward no 5. 2) Laying of Pipeline in Ward no 16 Valmiki Bhavana Opposite Kenchappa House to Dose Jayamma House & Nayaka Samudaya Bhavana. 3)Extention of Drinking Water pipeline and Installation of Valves in selected Areas & Installation of Additionala pipes and cables to Existing Tubewells in Chamarajanagara CMC Limits. | 1643779.26 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2338484 | 69127 | None | 1.4 | 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 labour, tools & other appurtenaces required to complete the work.In all kinds of soils Depth upto 1.5 m | Cum | 249.26 | 249.26 | 8.91 | False | None | None | False | None | False | 2220.9066 | 0 | | 2338485 | 69127 | 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 | 5924.56 | 5924.56 | 2.59 | False | None | None | False | None | False | 15344.6104 | 0 | | 2338486 | 69127 | None | 5.4 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 6580.67 | 6580.67 | 7.13 | False | None | None | False | None | False | 46920.1771 | 0 | | 2338487 | 69127 | None | 2.4.2 | 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.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 8725.74 | 8725.74 | 0.89 | False | None | None | False | None | False | 7765.9086 | 0 | | 2338488 | 69127 | 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.All other type of structures | MT | 81381.33 | 81381.33 | 0.08 | False | None | None | False | None | False | 6510.5064 | 0 | | 2338489 | 69127 | None | 6.33 | Filling approved 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 | 445.99 | 445.99 | 8.91 | False | None | None | False | None | False | 3973.7709 | 0 | | 2338490 | 69127 | None | 6.33 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications | Sqm | 1267.93 | 1267.93 | 1.8 | False | None | None | False | None | False | 2282.274 | 0 | | 2338491 | 69127 | None | 8.8 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 382.13 | 382.13 | 3.6 | False | None | None | False | None | False | 1375.668 | 0 | | 2338492 | 69127 | None | 9.19 | Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shade, in skirting, riser, treads of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints as per direction of Engineer in charge. | Sqm | 1208.19 | 1208.19 | 8.1 | False | None | None | False | None | False | 9786.339 | 0 | | 2338493 | 69127 | None | 11.35.2.1 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-incharge. (Glazing, paneling and dash fasteners to be paid for separately) :For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) including cost of materials,labour,usage charges of machinery complete as per specifications | Kgs | 550.02 | 550.02 | 353.4 | False | None | None | False | None | False | 194377.068 | 0 | | 2338494 | 69127 | None | 11.36.1 | Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge: Prelaminated particle board with decorative lamination on one side and balancing lamination on other side including cost of materials, labour, usage charges of machinery complete as per specifications | Sqm | 923.91 | 923.91 | 2.1 | False | None | None | False | None | False | 1940.211 | 0 | | 2338495 | 69127 | None | 11.37.1 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness (weight not less than 10kg/ m²) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. | Sqm | 1017.64 | 1017.64 | 2.16 | False | None | None | False | None | False | 2198.1024 | 0 | | 2338496 | 69127 | None | 11.2 | Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge. | Kg | 116.64 | 116.64 | 410.2 | False | None | None | False | None | False | 47845.728 | 0 | | 2338497 | 69127 | None | 7.1.1 | 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 | Sqm | 905.37 | 905.37 | 12.24 | False | None | None | False | None | False | 11081.7288 | 0 | | 2338498 | 69127 | 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 workn all kinds of soils. Depth upto 1.50m (I.No.1.6.1 P.No.6) of COMMON SCHEDULE OF RATES 2022 ) Vol. I | Cum | 498.52 | 498.52 | 23.63 | False | None | None | False | None | False | 11780.0276 | 0 | | 2338499 | 69127 | None | 10.1.5 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for PVC pipes 75mm dia., 6 kg/sqcm & class 3 (P.No.113/I.No10.1.5 of C S R(VOL-5) 2023-24) | Mtr | 226.6 | 226.6 | 70.0 | False | None | None | False | None | False | 15862.0 | 0 | | 2338500 | 69127 | None | 1.10 | 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.(P.No 7./I.No1.10 of C S R(VOL-1) 2023-24) | Cum | 164.8 | 164.8 | 23.63 | False | None | None | False | None | False | 3894.224 | 0 | | 2338501 | 69127 | None | 10.1.5 | Water purification plants: Providing, Installation and Commissioning of automatic Water purification plant (RO+UF) with all accessories piping, product water tank on single phase power supply as per the enclosed detailed Technical Specifications including cost of material, loading and unloading and as directed by the Engineer in charge. (Ref- detailed specification enclosed seperatly). Note:- 1.The above rates mentioned are only for the preparation of estimate purpose. 2. All items are to be of BSI /NFS standards,with BSI / NFS mark . 3. Tenders to be invited for procurement. 4. No direct payment should be made under any situation or condition or on any account. 5. After commissioning of plant necessary testing to be done for the satisfactory of Engineer Incharge. Note : Refer the ANNEXURE : F for Detailed Specification of Each components.For 1000 LPH FRP :Skid type. (P.No.247 I.No (P.No.113/I.No10.1.5 of C S R(VOL-5) 2023-24) of C S R(VOL-5) 2023-24) | Mtr | 454230.0 | 454230.0 | 1.0 | False | None | None | False | None | False | 454230.0 | 0 | | 2338502 | 69127 | None | 1.1 | KEB Connections & Electrical accessories charges | LS | 30000.0 | 30000.0 | 1.0 | False | None | None | False | None | False | 30000.0 | 0 | | 2338503 | 69127 | 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 workn all kinds of soils. Depth upto 1.50m (I.No.1.6.1 P.No.6) of COMMON SCHEDULE OF RATES 2022 ) Vol. I | Cum | 470.0 | 470.0 | 468.0 | False | None | None | False | None | False | 219960.0 | 0 | | 2338504 | 69127 | None | 10.1.6 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for (P.No.113/I.No10.1.6 of C S R(VOL-5) 2023-24) | Mtr | 294.0 | 294.0 | 900.0 | False | None | None | False | None | False | 264600.0 | 0 | | 2338505 | 69127 | None | 10.1.6 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for (P.No.113/I.No10.1.6 of C S R(VOL-5) 2023-24) | Mtr | 161.0 | 161.0 | 400.0 | False | None | None | False | None | False | 64400.0 | 0 | | 2338506 | 69127 | None | 1.1 | 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 (I.No.1.1 P.No.8) of COMMON SCHEDULE OF RATES 2022 TECHNICAL WORKING GROUP) Vol. I | Cum | 122.0 | 122.0 | 468.0 | False | None | None | False | None | False | 57096.0 | 0 | | 2338507 | 69127 | None | 7.5 | Supply and delivery at site special moulded variety PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments (I.No.M100E 7.5 P.No.137) of COMMON SCHEDULE OF RATES 2022 TECHNICAL WORKING GROUP) Vol. 5 | Each | 276.0 | 276.0 | 5.0 | False | None | None | False | None | False | 1380.0 | 0 | | 2338508 | 69127 | None | 7.5 | Supply and delivery at site special moulded variety PVC tee as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments (I.No.M100E 7.5 P.No.137) of COMMON SCHEDULE OF RATES 2022 TECHNICAL WORKING GROUP) Vol. 5 | Each | 171.0 | 171.0 | 5.0 | False | None | None | False | None | False | 855.0 | 0 | | 2338509 | 69127 | None | 30.1 | Providing Fabricating supplying and Fixing aat site various diameters of MS Flange as per IS Standard to Fix sluice valve as per sketch.Flangeof 100mm dia 10mm thick | Each | 691.0 | 691.0 | 10.0 | False | None | None | False | None | False | 6910.0 | 0 | | 2338510 | 69127 | None | 25.3 | Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) For PN-10: : (I.No.25.3 B073C P.No.22) of COMMON SCHEDULE OF RATES 2022 TECHNICAL WORKING GROUP) Vol. 5 | Each | 8013.0 | 8013.0 | 9.0 | False | None | None | False | None | False | 72117.0 | 0 | | 2338511 | 69127 | None | 25.3 | Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) For PN-10: : (I.No.25.3 B073C P.No.22) of COMMON SCHEDULE OF RATES 2022 TECHNICAL WORKING GROUP) Vol. 5 | Each | 10884.0 | 10884.0 | 8.0 | False | None | None | False | None | False | 87072.0 | 0 |
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