| 1708670335000 | 0 | None | None | Water supply/sewage lines | Construction of OHT at Chitiginal village and Extension of Pipe line in Kurugodu taluk Ballari Dist. | 2096831.47 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2779239 | 88617 | None | code01 | Construction of OHT : 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 | Cum | 107.1 | 107.1 | 48.04 | False | None | None | False | None | False | 5145.084 | 0 | | 2779240 | 88617 | None | code02 | 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, plywood / steel formwork, 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 shall be paid separately). PCC 1:3:6 using 40 mm aggregate | Cum | 6288.45 | 6288.45 | 2.9 | False | None | None | False | None | False | 18236.505 | 0 | | 2779241 | 88617 | None | code03 | Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications (Minimum cement content: 340 kgs (6.80 bags)).RCC M25 Design Mix with 20mm aggregate | Cum | 6804.0 | 6804.0 | 9.72 | False | None | None | False | None | False | 66134.88 | 0 | | 2779242 | 88617 | None | code04 | Providing and laying in position Reinforced cement concrete for columns, braces and ring beam above ground level. 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, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 1:3, 12 mm thick, labour,centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)). RCC M30 Design Mix with 20mm aggregate for level 0m to 9m height. | Cum | 6935.25 | 6935.25 | 8.67 | False | None | None | False | None | False | 60128.6175 | 0 | | 2779243 | 88617 | None | code05 | Providing and laying in position Reinforced cement concrete for shell portion, bottom dome / slab and ribs over the staging. 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, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 1:3, 12 mm thick and CM plastering 1:3 proportion 20mm thick for inside with an admixture of water proof compound of requisite proportion of approved quality, labour centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications. (Contractor will make his own arrangements for procuring water for testing). (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)). | Cum | 6804.0 | 6804.0 | 7.29 | False | None | None | False | None | False | 49601.16 | 0 | | 2779244 | 88617 | None | code06 | Providing and laying in position Reinforced cement concrete for side walls of water tank over the staging above the ground level. 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, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 1:3, 12 mm thick and CM plastering 1:3 proportion 20mm thick for inside with an admixture of water proof compound of requisite proportion of approved quality, labour,centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications.(Contractor will make his own arrangements for procuring water for testing). (The cost of steel reinforcement, dowel bars to be paid separately).(Minimum cement content: 360 kgs (7.20 bags)). RCC M30 Design Mix with 20mm aggregate | Cum | 6823.95 | 6823.95 | 8.89 | False | None | None | False | None | False | 60664.9155 | 0 | | 2779245 | 88617 | None | code07 | Providing and laying in position Reinforced cement concrete for top dome of water tank over the staging above the ground level. 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, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing in cement mortar 1:3, 12 mm thick for both inside and outside surface, labour,centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)) -RCC M30 Design Mix with 20mm aggregate | Cum | 6823.95 | 6823.95 | 3.23 | False | None | None | False | None | False | 22041.3585 | 0 | | 2779246 | 88617 | None | code08 | Supply Thermo-Mechanically Treated bars of grade Fe-500D | Tonne | 79011.0 | 79011.0 | 5.54 | False | None | None | False | None | False | 437720.94 | 0 | | 2779247 | 88617 | None | code09 | Labour charges for fabricating mild steel or torsteel bars of all sizes for reinforcement for RCC works including conveying steel to work spot with all lead including cleaning, traightening, bending, fabricating, placing in position and tieing as per design including cost of binding wire, hoisting etc. with all lifts etc. complete (excluding the cost of steel) | Tonne | 3950.55 | 3950.55 | 5.54 | False | None | None | False | None | False | 21886.047 | 0 | | 2779248 | 88617 | None | code10 | Providing and fixing MS ladder between landings, 45 cms wide using angle iron of specified sizes, 20mm MS bars at 25 cms. centre to centre, with necessary supports of same angle iron etc. as directed, including hand railing on both sides with 25mm dia. GI pipes with angle iron props at 2 mtrs. intervals and 0.5M heigh, including fixing in ground with CC 1:2:4 and two coats of anticorrosive bituminous paint etc. with all lead and lifts etc. complete with: MS angle of 65 x 65 x 8mm | Mtr | 4595.85 | 4595.85 | 13.0 | False | None | None | False | None | False | 59746.05 | 0 | | 2779249 | 88617 | None | code11 | Ladder inside the container: Providing anodized aluminium ladder using 65mm x 32mm x 3.0mm ‘C’ section for ladder side channel x 25mm dia., flutal pipe for Rungs at 250mm c/c ladder fixed at an angle of 70 degrees to horizontal including necessary 25mm dia., G.I. shutters with necessary G.I. fasteners for bracing the ladders to the Tank walls to prevent buckling of the ladder with necessary (M-15) bed for embedding the ladder bottom complete. | Mtr | 5355.0 | 5355.0 | 3.5 | False | None | None | False | None | False | 18742.5 | 0 | | 2779250 | 88617 | None | code12 | Providing and fixing RCC final and ventilators as per approved design and specifications with form works and protected with wire mesh. The plinth to be of RCC circular pillars and canopy with an ornamental finish at top. The first 22.5 cms height to be covered with RCC panelling as per detailed drawings etc. with all lead and lifts and excluding reinforcement steel. For over head tanks upto 2.5 lakhs capacity. | Each | 6732.6 | 6732.6 | 1.0 | False | None | None | False | None | False | 6732.6 | 0 | | 2779251 | 88617 | None | code13 | Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc. | Each | 2247.0 | 2247.0 | 1.0 | False | None | None | False | None | False | 2247.0 | 0 | | 2779252 | 88617 | None | code14 | Providing and fixing gauge with iron sheet or enamelled guage plate of 3mm to 4mm thick, 0.23 M width with copper floats indicators and flexible nylone wires, painting figures with approved enamel paint etc. with all lead and lifts, complete for: MS Guage sheet for 2.0 m depth | Each | 5080.95 | 5080.95 | 1.0 | False | None | None | False | None | False | 5080.95 | 0 | | 2779253 | 88617 | None | code15 | Supplying and fixing DI/CI puddle flanges conforming to IS 7181-1986 with latest ammendments., in position for RCC walls including hoisting and conveying them to work spot with all lead and lifts etc. complete. For DI/CI puddle flanges of 80mm dia. | Each | 1659.0 | 1659.0 | 4.0 | False | None | None | False | None | False | 6636.0 | 0 | | 2779254 | 88617 | None | code16 | Providing two coats of water proof cement painting with approved colour and shade over one coat of primer including scrapping the surface with wire brushes etc. before removal of scaffolding for new RCC over head tanks and cleaning of paint stains wherever necessary with all lead and lifts etc. complete for: Tanks staging above 0 m and upto 9 m | Sqm | 183.75 | 183.75 | 242.41 | False | None | None | False | None | False | 44542.8375 | 0 | | 2779255 | 88617 | None | code17 | Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. | cm | 4.2 | 4.2 | 1200.0 | False | None | None | False | None | False | 5040.0 | 0 | | 2779256 | 88617 | None | code18 | Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS- 1865 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: 80mm Dia | Nos | 10912.65 | 10912.65 | 5.0 | False | None | None | False | None | False | 54563.25 | 0 | | 2779257 | 88617 | None | code19 | Supplying, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DI flanged pipe in position and aligning to correct plumb, including cost of jointing materials, conveying to work spot with all lead and lifts etc.complete. For double flanged CI pipes of 80mm dia. | Each | 2357.25 | 2357.25 | 40.0 | False | None | None | False | None | False | 94290.0 | 0 | | 2779258 | 88617 | None | code20 | Providing 80 mm dia Bell mouthed pipes (flanged) confirming to IS 1538 (Part-I toXXII) 1978 with latest amendments if any cost of all materials, labour charges etc.complete. 80mm CI All flanged Tee IS 1538 | Nos | 336.0 | 336.0 | 2.0 | False | None | None | False | None | False | 672.0 | 0 | | 2779259 | 88617 | None | code21 | Suppling Ductile Iron Push on special confirming to IS 9523:2000 - All
Double Socket Duck Foot DI Bends: 80x90mm | Each | 2483.25 | 2483.25 | 4.0 | False | None | None | False | None | False | 9933.0 | 0 | | 2779260 | 88617 | None | code22 | Supplying and fixing lightening arrestor with aluminium strip 25mm x 3mm size including finial and grounding, aluminium strip to be embeded in one of the columns in and independent GI conduit of 40mm dia. pipe suitably jointed by collars with all specials with all lead and lifts etc.complete. | Each | 12106.5 | 12106.5 | 1.0 | False | None | None | False | None | False | 12106.5 | 0 | | 2779261 | 88617 | None | code23 | Supplying and fixing 40mm dia. GI pipe medium duty pipes hand railing 3 rows fixed to RCC 1:2:4 vibrated post of 150x150mm at bottom and 100x150mm at top, placed at 2 Mtrs. intervals for a height of 750mm including curing, painting GI pipes with two coats of anticorrosive steel paint over a primer coat etc. with all lead lift etc. (The rate per meter is for 3 rows of GI pipes and RCC post) | Sqm | 1393.35 | 1393.35 | 49.07 | False | None | None | False | None | False | 68371.6845 | 0 | | 2779262 | 88617 | None | code24 | Providing and fixing 1.8 metres high GI barbed wire fencing with 2.4 m angle iron posts 50 mm x 50 mm x 6 mm placed every 3 metres center to center founded in M15 grade cement concrete, 0.6 metre below ground level, 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 12 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc complete as per clause 808 | Mtr | 570.15 | 570.15 | 24.0 | False | None | None | False | None | False | 13683.6 | 0 | | 2779263 | 88617 | None | code25 | 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 PCC 1:2:4 using 40 mm aggregate | Cum | 6463.8 | 6463.8 | 3.6 | False | None | None | False | None | False | 23269.68 | 0 | | 2779264 | 88617 | None | code26 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m3 capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.
| Cum | 7091.7 | 7091.7 | 5.4 | False | None | None | False | None | False | 38295.18 | 0 | | 2779265 | 88617 | None | code27 | 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 steel windows by welding | Kg | 176.4 | 176.4 | 100.0 | False | None | None | False | None | False | 17640.0 | 0 | | 2779266 | 88617 | None | code28 | RAISING MAIN PIPE LINE : Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm (Depth upto 1.50m not exceeding 1.5m in width ) trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata.All kinds of soils. Depth upto 1.50m. | Cum | 275.1 | 275.1 | 37.8 | False | None | None | False | None | False | 10398.78 | 0 | | 2779267 | 88617 | None | code29 | Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, includ- ing setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavat- ed 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 in- cluding cost of labour, tools, usage& other appurtenances required to complete the work.- In all kinds of soils. Depth upto 1.50m. | Cum | 508.2 | 508.2 | 340.2 | False | None | None | False | None | False | 172889.64 | 0 | | 2779268 | 88617 | None | code30 | Supplying HDPE pipes conforming to IS 4984:1995 with latest amendments and conveying to work site including loading and unloading at both destination and rolling, lowering into trenches, laying true to line and jointing of pipes and specials by electrofusion welding, as per standerd procedure and guide lines including encasing the pipe around to a depth not less than 15cms with cleaned soft gravel or selected earth available from the excavation etc., complete giving hydraulic test as per relevant IS Specification with all lead and lift including , testing and commissioning. The rate is exclusive of required specials and fittings etc., complete (Contractor will make his own arrangement for procuring water for testing)Upto 110mm dia,Coils shall be used.90mm PE100 PN-6 | Rmtr | 295.05 | 295.05 | 700.0 | False | None | None | False | None | False | 206535.0 | 0 | | 2779269 | 88617 | None | code31 | Supply and delivery at site of brand new best make non-return valve as per IS 778/1984 with ISI Mark and as per its latest amendments -80mm dia | Each | 1837.5 | 1837.5 | 2.0 | False | None | None | False | None | False | 3675.0 | 0 | | 2779270 | 88617 | None | code32 | Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS-1865 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: For Sluice Valve of PN-10.0 and 100mm | Nos | 11428.2 | 11428.2 | 2.0 | False | None | None | False | None | False | 22856.4 | 0 | | 2779271 | 88617 | None | code33 | DISTRIBUTION MAIN PIPE LINE : Cutting road surfaces for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the classifications for: Cutting Cement Concrete Road surface by Machine cutting to demarcate the trench width of the surface. | Cum | 1214.85 | 1214.85 | 16.88 | False | None | None | False | None | False | 20506.668 | 0 | | 2779272 | 88617 | None | code34 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm (Depth upto 1.50m not exceeding 1.5m in width ) trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata.All kinds of soils. Depth upto 1.50m. | Cum | 275.1 | 275.1 | 24.5 | False | None | None | False | None | False | 6739.95 | 0 | | 2779273 | 88617 | None | code35 | Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, includ- ing setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavat- ed 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 in- cluding cost of labour, tools, usage& other appurtenances required to complete the work.- In all kinds of soils. Depth upto 1.50m. | Cum | 508.2 | 508.2 | 220.52 | False | None | None | False | None | False | 112068.264 | 0 | | 2779274 | 88617 | None | code36 | Supplying HDPE pipes conforming to IS 4984:1995 with latest amendments and conveying to work site including loading and unloading at both destination and rolling, lowering into trenches, laying true to line and jointing of pipes and specials by electrofusion welding, as per standerd procedure and guide lines including encasing the pipe around to a depth not less than 15cms with cleaned soft gravel or selected earth available from the excavation etc., complete giving hydraulic test as per relevant IS Specification with all lead and lift including , testing and commissioning. The rate is exclusive of required specials and fittings etc., complete (Contractor will make his own arrangement for procuring water for testing)Upto 110mm dia,Coils shall be used. HDPE Grade PE100-PN6.0, 90mm dia | Rmtr | 295.05 | 295.05 | 605.0 | False | None | None | False | None | False | 178505.25 | 0 | | 2779275 | 88617 | None | code37 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m3 capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates | Cum | 6692.7 | 6692.7 | 16.88 | False | None | None | False | None | False | 112972.776 | 0 | | 2779276 | 88617 | None | code38 | Supply and delivery at site of brand new best make non-return valve as per IS 778/1984 with ISI Mark and as per its latest amendments -80mm dia | Each | 1837.5 | 1837.5 | 2.0 | False | None | None | False | None | False | 3675.0 | 0 | | 2779277 | 88617 | None | code39 | Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS-1865 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: For Sluice Valve of PN-10.0 and 100mm | Nos | 11428.2 | 11428.2 | 2.0 | False | None | None | False | None | False | 22856.4 | 0 |
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