| 1716805235000 | 0 | None | None | Water supply/sewage lines | Construction of 100KL GLSR at Mook tanda in Kalaburagi Taluka Under KKRDB | 4077766.38 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3174803 | 109272 | None | 001 | Supplying, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DIflanged 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 100mm dia for inlet. | m | 3075.45 | 3075.45 | 18.0 | False | None | None | False | None | False | 55358.1 | 0 | | 3174804 | 109272 | None | 002 | Supplying, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DIflanged 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 100mm dia for over flow | m | 3075.45 | 3075.45 | 18.0 | False | None | None | False | None | False | 55358.1 | 0 | | 3174805 | 109272 | None | 003 | Supplying, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DIflanged 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 100mm dia for scour | m | 3075.45 | 3075.45 | 15.0 | False | None | None | False | None | False | 46131.75 | 0 | | 3174806 | 109272 | None | 004 | Supplying, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DIflanged 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 150mm dia.outlet | m | 4942.35 | 4942.35 | 15.0 | False | None | None | False | None | False | 74135.25 | 0 | | 3174807 | 109272 | None | 005 | 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 . 150mm dia (outlet) | Each | 2429.7 | 2429.7 | 1.0 | False | None | None | False | None | False | 2429.7 | 0 | | 3174808 | 109272 | None | 006 | 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 . 100mm dia (Inlet,over flow ,scour & for future connection) | Each | 1897.35 | 1897.35 | 4.0 | False | None | None | False | None | False | 7589.4 | 0 | | 3174809 | 109272 | None | 007 | Providing Duck foot bend confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete. 150mm dia (outlet) | Each | 800.0 | 800.0 | 1.0 | False | None | None | False | None | False | 800.0 | 0 | | 3174810 | 109272 | None | 008 | Providing Duck foot bend confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete. 100mm dia (Inlet,over flow and scour) | Each | 420.0 | 420.0 | 3.0 | False | None | None | False | None | False | 1260.0 | 0 | | 3174811 | 109272 | None | 009 | Providing 80 mm dia Bell mouthed pipes (flanged) confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete. 100mm dia (Inlet,over flow) | Each | 420.0 | 420.0 | 2.0 | False | None | None | False | None | False | 840.0 | 0 | | 3174812 | 109272 | None | 010 | Providing 80 mm dia Bell mouthed pipes (flanged) confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete. 150mm dia (outlet) | Each | 650.0 | 650.0 | 1.0 | False | None | None | False | None | False | 650.0 | 0 | | 3174813 | 109272 | None | 011 | 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: In all kinds of soils | Each | 14945.7 | 14945.7 | 1.0 | False | None | None | False | None | False | 14945.7 | 0 | | 3174814 | 109272 | None | 012 | 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: In ordinary Rock Without Blasting | Each | 9300.9 | 9300.9 | 3.0 | False | None | None | False | None | False | 27902.7 | 0 | | 3174815 | 109272 | None | 013 | Earth work excavation for pipelines/cables In all kinds of soils. Depth upto 1.50m 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. | Cum | 76.65 | 76.65 | 88.86 | False | None | None | False | None | False | 6811.119 | 0 | | 3174816 | 109272 | None | 014 | Earth work excavation for pipelines/cables In all kinds of soils. Depth upto 1.50m 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. | Cum | 285.6 | 285.6 | 13.33 | False | None | None | False | None | False | 3807.048 | 0 | | 3174817 | 109272 | None | 015 | Earth work excavation for pipelines/cables In all kinds of soils. Depth upto 1.50m 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. | Cum | 389.55 | 389.55 | 9.0 | False | None | None | False | None | False | 3505.95 | 0 | | 3174818 | 109272 | None | 016 | Providing and laying in position plain cement concrete PCC 1:2:4 using 40 mm aggregate 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) | Cum | 6731.91 | 6731.91 | 6.66 | False | None | None | False | None | False | 44834.5206 | 0 | | 3174819 | 109272 | None | 017 | 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 | 214.2 | 214.2 | 87.08 | False | None | None | False | None | False | 18652.536 | 0 | | 3174820 | 109272 | None | 018 | Providing and laying in position Reinforced cement RCC M25 Design Mix with 20mm aggregate for footings, rafts and combind footing etc.with smooth finishing the exposed faces in CM 1:4, 12mm thick 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 of quality, confirming to the requirements of relevant IS codes , labour, strutting, plywood / steel form work , Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately) (Minimum cement content: 340 kgs (6.80 bags)). | Cum | 9687.23 | 9687.23 | 17.44 | False | None | None | False | None | False | 168945.2912 | 0 | | 3174821 | 109272 | None | 019 | 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 compactedusing 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 9m to 12m height. | Cum | 18310.02 | 18310.02 | 13.86 | False | None | None | False | None | False | 253776.8772 | 0 | | 3174822 | 109272 | None | 020 | 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)). | Cum | 28469.4 | 28469.4 | 10.33 | False | None | None | False | None | False | 294088.902 | 0 | | 3174823 | 109272 | None | 021 | 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) M30 Design Mix with 20mm aggregate for level and 9 to 12 m height. | Cum | 26932.2 | 26932.2 | 15.65 | False | None | None | False | None | False | 421488.93 | 0 | | 3174824 | 109272 | None | 022 | 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 for level and upto 6 - 9 mheight | Cum | 27428.64 | 27428.64 | 6.775 | False | None | None | False | None | False | 185829.036 | 0 | | 3174825 | 109272 | None | 023 | Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening,cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately)kg88.00 11.33 Providing Thermo-Mechanically Treated bars of grade | Kg | 100.8 | 100.8 | 8327.26 | False | None | None | False | None | False | 839387.808 | 0 | | 3174826 | 109272 | None | 024 | 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. | No | 6037.5 | 6037.5 | 1.0 | False | None | None | False | None | False | 6037.5 | 0 | | 3174827 | 109272 | None | 025 | 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 | 2216.55 | 2216.55 | 1.0 | False | None | None | False | None | False | 2216.55 | 0 | | 3174828 | 109272 | None | 026 | 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: | Each | 4932.9 | 4932.9 | 1.0 | False | None | None | False | None | False | 4932.9 | 0 | | 3174829 | 109272 | None | 027 | 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 6 m and upto 9 m | Sqm | 183.75 | 183.75 | 326.31 | False | None | None | False | None | False | 59959.4625 | 0 | | 3174830 | 109272 | None | 028 | 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 for: For Over Head Tanks upto 12m staging | No | 10938.9 | 10938.9 | 1.0 | False | None | None | False | None | False | 10938.9 | 0 | | 3174831 | 109272 | None | 029 | 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) | Rmtr | 1152.9 | 1152.9 | 40.85 | False | None | None | False | None | False | 47095.965 | 0 | | 3174832 | 109272 | None | 030 | 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 | Rmtr | 5355.0 | 5355.0 | 5.0 | False | None | None | False | None | False | 26775.0 | 0 | | 3174833 | 109272 | None | 031 | Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade | cm | 1.26 | 1.26 | 200.0 | False | None | None | False | None | False | 252.0 | 0 | | 3174834 | 109272 | None | 032 | Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces | Sqm | 89.25 | 89.25 | 6.0 | False | None | None | False | None | False | 535.5 | 0 | | 3174835 | 109272 | None | 033 | Earth work excavation for Foundation In all kinds of soils Depth upto 3 m 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 | Cum | 76.65 | 76.65 | 8.0 | False | None | None | False | None | False | 613.2 | 0 | | 3174836 | 109272 | None | 034 | Earth work excavation for Foundation In all kinds of soils Depth upto 3 m 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 | Cum | 285.6 | 285.6 | 1.2 | False | None | None | False | None | False | 342.72 | 0 | | 3174837 | 109272 | None | 035 | 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 | 214.2 | 214.2 | 8.179 | False | None | None | False | None | False | 1751.9418 | 0 | | 3174838 | 109272 | None | 036 | Providing and laying in position plain cement concrete PCC 1:2:4 using 40 mm aggregate 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) | Cum | 6731.91 | 6731.91 | 0.217 | False | None | None | False | None | False | 1460.82447 | 0 | | 3174839 | 109272 | None | 037 | Providing and laying in position Reinforced cement RCC M25 Design Mix with 20mm aggregate for footings, rafts and combind footing etc.with smooth finishing the exposed faces in CM 1:4, 12mm thick 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 of quality, confirming to the requirements of relevant IS codes , labour, strutting, plywood / steel form work , Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately) (Minimum cement content: 340 kgs (6.80 bags)). | Cum | 9687.23 | 9687.23 | 0.804 | False | None | None | False | None | False | 7788.53292 | 0 | | 3174840 | 109272 | None | 038 | Providing and laying in position Reinforced cement concrete for Spiral Staircase 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, 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: 340 kgs (6.80 bags)) | Cum | 31060.61 | 31060.61 | 4.725 | False | None | None | False | None | False | 146761.38225 | 0 | | 3174841 | 109272 | None | 039 | Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening,cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately)kg88.00 11.33 Providing Thermo-Mechanically Treated bars of grade | Kg | 100.8 | 100.8 | 718.77 | False | None | None | False | None | False | 72452.016 | 0 | | 3174842 | 109272 | None | 040 | 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 6 m and upto 9 m | Sqm | 160.65 | 160.65 | 121.349 | False | None | None | False | None | False | 19494.71685 | 0 | | 3174843 | 109272 | None | 041 | 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 Suilce Valve of PN -10.0 and 100mm | No | 9300.9 | 9300.9 | 1.0 | False | None | None | False | None | False | 9300.9 | 0 | | 3174844 | 109272 | None | 042 | 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 Suilce Valve of PN -10.0 and 80mm | No | 8413.65 | 8413.65 | 1.0 | False | None | None | False | None | False | 8413.65 | 0 | | 3174845 | 109272 | None | 043 | Providing Air valve confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any | No | 2700.0 | 2700.0 | 4.0 | False | None | None | False | None | False | 10800.0 | 0 | | 3174846 | 109272 | None | 044 | Supplying 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. | Mtr | 1170.75 | 1170.75 | 15.0 | False | None | None | False | None | False | 17561.25 | 0 | | 3174847 | 109272 | None | 045 | Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc.Note: Upto 110mm dia Coil shall be used. | m | 612.3 | 612.3 | 1325.0 | False | None | None | False | None | False | 811297.5 | 0 | | 3174848 | 109272 | None | 046 | 110 MM ELECTRO FUSION COUPLER | No | 330.0 | 330.0 | 13.0 | False | None | None | False | None | False | 4290.0 | 0 | | 3174849 | 109272 | None | 047 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm 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. | Cum | 203.7 | 203.7 | 643.95 | False | None | None | False | None | False | 131172.615 | 0 | | 3174850 | 109272 | None | 048 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm 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. | Cum | 359.1 | 359.1 | 71.55 | False | None | None | False | None | False | 25693.605 | 0 | | 3174851 | 109272 | None | 049 | Providing bedding for the pipeline trenches in black cotton and rock reaches including watering and consolidation by punners etc. complete with all lead and lift with Murrum. | Cum | 383.25 | 383.25 | 23.85 | False | None | None | False | None | False | 9140.5125 | 0 | | 3174852 | 109272 | None | 050 | 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 | Cum | 128.1 | 128.1 | 47.7 | False | None | None | False | None | False | 6110.37 | 0 | | 3174853 | 109272 | None | 051 | Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the following classification. | Cum | 935.55 | 935.55 | 0.59 | False | None | None | False | None | False | 551.9745 | 0 | | 3174854 | 109272 | None | 052 | Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the following classification. | Cum | 998.55 | 998.55 | 1.68 | False | None | None | False | None | False | 1677.564 | 0 | | 3174855 | 109272 | None | 053 | 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).P&L PCC 1:1.5:3 (20mm aggregates) | Cum | 6630.88 | 6630.88 | 2.28 | False | None | None | False | None | False | 15118.4064 | 0 | | 3174856 | 109272 | None | 054 | Valve Chamber Earth work excavation by manual means for drainscanals waste weir draft approach channels key trench foundation of Bridges and such similar works as per drawing and technical specifications including setting out shoring strutting barricading caution lights excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting stacking the selected stuff for reuse in a radius of 50 m and lift upto 15 m including cost of labour tools usage other appurtenances required to complete the work | Cum | 195.38 | 195.38 | 11.75 | False | None | None | False | None | False | 2295.715 | 0 | | 3174857 | 109272 | None | 055 | Providing and laying in position plain cement concrete for levelling course for all works in foundation The granitetrapbasalt 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 SOR 202122 PNo 15 It No 213 | Cum | 6552.16 | 6552.16 | 5.75 | False | None | None | False | None | False | 37674.92 | 0 | | 3174858 | 109272 | None | 056 | Providing ThermoMechanically Treated bars of grade Fe500D or more Steel reinforcement for RCC work including straighteningcutting bending placing in position binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material labour usage charges complete as per specifications The laps and wastages shall not be measured separatelykg8800 1133 Providing ThermoMechanically Treated bars of grade | Kg | 9660.0 | 9660.0 | 3.2145 | False | None | None | False | None | False | 31052.07 | 0 | | 3174859 | 109272 | None | 057 | Providing and fixing 60x60cms MS inspection door with necessary MS frame made out of MS angle 50x50x6mm and MS shutters of 315mm or BG10 thick with hinges on top and locking arrangement painting etc complete for RCC over head tank and GLSR | Each | 2216.55 | 2216.55 | 5.0 | False | None | None | False | None | False | 11082.75 | 0 | | 3174860 | 109272 | None | 058 | Thrust Block Earth work excavation by manual means for drainscanals waste weir draft approach channels key trench foundation of Bridges and such similar works as per drawing and technical specifications including setting out shoring strutting barricading caution lights excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting stacking the selected stuff for reuse in a radius of 50 m and lift upto 15 m including cost of labour tools usage other appurtenances required to complete the work | Cum | 195.38 | 195.38 | 1.98 | False | None | None | False | None | False | 386.8524 | 0 | | 3174861 | 109272 | None | 059 | 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) ( SOR 2021-22 P.No. 15, It. No. 2.1.3) | Cum | 5831.7 | 5831.7 | 0.12 | False | None | None | False | None | False | 699.804 | 0 | | 3174862 | 109272 | None | 060 | Providing and laying in position plain cement concrete for levelling course for all works in foundation The granitetrapbasalt 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 SOR 202122 PNo 15 It No 213 | Cum | 6552.16 | 6552.16 | 0.594 | False | None | None | False | None | False | 3891.98304 | 0 | | 3174863 | 109272 | None | 061 | Providing ThermoMechanically Treated bars of grade Fe500D or more Steel reinforcement for RCC work including straighteningcutting bending placing in position binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material labour usage charges complete as per specifications The laps and wastages shall not be measured separatelykg8800 1133 Providing ThermoMechanically Treated bars of grade | Kg | 96.6 | 96.6 | 16.73 | False | None | None | False | None | False | 1616.118 | 0 |
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