| 1719576859000 | 0 | None | None | Water supply/sewage lines | Construction of Over Head Tank at Ward No.21,22, Supply & Errection of Vertical Pump at Pump house and Supply & Errection of Pipe line from Ugar Ainapur main road to Faridkhanwadi water tank, from Durg Bar to Jatagar Tota Husen Shek house at Ward No.17 Kage Plot & from Vinayak Wadi to Pokale Plot at Ward No.16 in TMC UGARKHURD limits under Chief Minister Amrut Nagarothana (Municipality) Phase-4 Project. | 11365175.29 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3403651 | 120166 | None | code01 | Earth work excavation for Foundation by mechanical means for all works and 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 and 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 and other appurtenaces required to complete the work.' do In all kinds of soils Depth upto 3 m [PWD CSR 2021 22, Vol:1 PNo.08 INo:1.14.1] | Cum | 76.65 | 76.65 | 431.63 | False | None | None | False | None | False | 33084.4395 | 0 | | 3403652 | 120166 | None | code02 | Providing and Filling in foundation with granite or trap broken metal 100mm and down size with approved M Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications. [WS and UCD works CSR 2021 22, Vol:V, PNo.72, No.9, SOR.Code.A130A] | Cum | 1672.65 | 1672.65 | 62.66 | False | None | None | False | None | False | 104808.249 | 0 | | 3403653 | 120166 | None | code03 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The graniteortraporbasalt 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 and lifts, plywood or 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 [WS and UCD works CSR 2021 22, Vol:V, PNo.115, No.1.2, SOR.Code.H010B] | Cum | 6029.1 | 6029.1 | 13.06 | False | None | None | False | None | False | 78740.046 | 0 | | 3403654 | 120166 | None | code04 | Providing and laying in position Reinforced cement concrete for all Foundation works. The graniteortraporbasalt 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 and lifts, cost of all materials of quality,confirming to the requirements of relevant IS codes , labour, strutting,plywood or 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) 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 etc. [WS and UCD works CSR 2021 22, Vol:V, PNo.115, No.2.2, SOR.Code.H020B] | Cum | 10173.45 | 10173.45 | 48.24 | False | None | None | False | None | False | 490767.228 | 0 | | 3403655 | 120166 | None | code05 | Providing and laying in position Reinforced cement concrete for columns, braces and ring beam above ground level. The graniteortraporbasalt 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 and 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, plywoodor 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 upto 6 m height. [WS and UCD works CSR 2021 22, Vol:V, PNo.116, No.3.1, SOR Code.H030A] | Cum | 12942.3 | 12942.3 | 22.45 | False | None | None | False | None | False | 290554.635 | 0 | | 3403656 | 120166 | None | code06 | Providing and laying in position Reinforced cement concrete for shell portion, bottom dome or slab and ribs over the staging. The graniteortrapor 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 and 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, plywoodor steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per designand technical specifications.(Contractor will make his own arrangements for procuring water for testing). (The cost of steel reinforcement, dowelbars to be paid separately).(Minimum cement content: 360 kgs (7.20bags)). RCC M30 Design Mix with 20mm aggregate for level 6m to 9m height. [WS and UCD works CSR 2021 22, Vol:V, PNo.116, No.3.2, SOR Code.H030B] | Cum | 14417.55 | 14417.55 | 8.34 | False | None | None | False | None | False | 120242.367 | 0 | | 3403657 | 120166 | None | code07 | Providing and laying in position Reinforced cement concrete for shell portion, bottom dome or slab and ribs over the staging. The graniteortrapor 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 and 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, plywoodor steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per designand technical specifications.(Contractor will make his own arrangements for procuring water for testing). (The cost of steel reinforcement, dowelbars to be paid separately).(Minimum cement content: 360 kgs (7.20bags)). RCC M30 Design Mix with 20mm aggregate for level 9m to 12m height. [WS and UCD works CSR 2021 22, Vol:V, PNo.116, No.3.3, SOR Code.H030C] | Cum | 15929.55 | 15929.55 | 9.18 | False | None | None | False | None | False | 146233.269 | 0 | | 3403658 | 120166 | None | code08 | Providing and laying in position Reinforced cement concrete for shell portion, bottom dome or slab and ribs over the staging. The graniteortrapor 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 and 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, plywoodor steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per designand technical specifications.(Contractor will make his own arrangements for procuring water for testing). (The cost of steel reinforcement, dowelbars to be paid separately).(Minimum cement content: 360 kgs (7.20bags)). RCC M30 Design Mix with 20mm aggregate for level 12m to 15m height. [WS and UGD works CSR 2021 22, Vol:V, PNo.116, No.3.4, SOR Code.H030D] | Cum | 17478.3 | 17478.3 | 3.98 | False | None | None | False | None | False | 69563.634 | 0 | | 3403659 | 120166 | None | code09 | Providing and laying in position Reinforced cement concrete for shell portion, bottom dome or slab and ribs over the staging. The graniteortrapor 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 and 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, plywoodor steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per designand technical specifications.(Contractor will make his own arrangements for procuring water for testing). (The cost of steel reinforcement, dowelbars to be paid separately).(Minimum cement content: 360 kgs (7.20bags)). M30 Design Mix with 20mm aggregate for level and upto 6 m height. [WS and UCD works CSR 2021 22, Vol:V, PNo.117, No.5.1, SOR. Code.H050A] | Cum | 19944.75 | 19944.75 | 0.54 | False | None | None | False | None | False | 10770.165 | 0 | | 3403660 | 120166 | None | code10 | Providing and laying in position Reinforced cement concrete for shell portion, bottom dome or slab and ribs over the staging. The graniteortrapor 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 and 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, plywoodor steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per designand technical specifications.(Contractor will make his own arrangements for procuring water for testing). (The cost of steel reinforcement, dowelbars to be paid separately).(Minimum cement content: 360 kgs (7.20bags)). M30 Design Mix with 20mm aggregate for level and 6 to 9 m height. [WS and UCD works CSR 2021 22, Vol:V, PNo.117, No.5.2, SOR Code.H050B] | Cum | 21320.25 | 21320.25 | 0.27 | False | None | None | False | None | False | 5756.4675 | 0 | | 3403661 | 120166 | None | code11 | Providing and laying in position Reinforced cement concrete for shell portion, bottom dome or slab and ribs over the staging. The graniteortrapor 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 and 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, plywoodor steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per designand technical specifications.(Contractor will make his own arrangements for procuring water for testing). (The cost of steel reinforcement, dowelbars to be paid separately).(Minimum cement content: 360 kgs (7.20bags). M30 Design Mix with 20mm aggregate for level and 9 to12 m height. [WS and UCD works CSR 2021 22, Vol:V, PNo.117, No.5.3, SOR Code.H050C] | Cum | 23114.7 | 23114.7 | 0.54 | False | None | None | False | None | False | 12481.938 | 0 | | 3403662 | 120166 | None | code12 | Providing and laying in position Reinforced cement concrete for shell portion, bottom dome or slab and ribs over the staging. The graniteortrapor 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 and 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, plywoodor steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per designand technical specifications.(Contractor will make his own arrangements for procuring water for testing). (The cost of steel reinforcement, dowelbars to be paid separately).(Minimum cement content: 360 kgs (7.20bags). M30 Design Mix with 20mm aggregate for level and 12 to 15 m height. [WS and UCD works CSR 2021 22, Vol:V, PNo.117, No.5.4, SOR Code.H050D] | Cum | 24935.4 | 24935.4 | 23.67 | False | None | None | False | None | False | 590220.918 | 0 | | 3403663 | 120166 | None | code13 | Providing and laying in position Reinforced cement concrete for side walls of water tank over the staging above the ground level. The graniteortraporbasalt 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 and 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, plywoodor 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 (7.20bags) RCC M30 Design Mix with 20mm aggregate for level and upto 9 12 m height. [WS and UCD works CSR 2021 22, Vol:V, PNo.117, No.6.3, SOR. Code.H060C] | Cum | 24395.7 | 24395.7 | 6.57 | False | None | None | False | None | False | 160279.749 | 0 | | 3403664 | 120166 | None | code14 | Providing and laying in position Reinforced cement concrete for top dome of water tank over the staging above the ground level. The graniteortraporbasalt crushed graded coarse aggregates and fine aggregates as perrelevant IS Codes machine mixed with super plasticisers laid in layers,well compacted using needle vibrators, including all lead and 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, plywoodor 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 12 15 m height. [WS and UCD works CSR 2021 22 Vol V, P.No 118, NO.7.4, SOR. Code.H070D] | Cum | 25368.0 | 25368.0 | 11.22 | False | None | None | False | None | False | 284628.96 | 0 | | 3403665 | 120166 | None | code15 | Proving Thermo Mechanically Treated bars of grade Fe 550 Steel reinforcement for R.C.C work including straightening , cutiing , 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) [PWD SOR FOR BUILDING 2021 22, Vol II, P.No.84 Sl.No.11.32] [2nd Quarter Revised Issue Rates w.e.f Dated : 07.07.2022 Sl.No.05, INo.11.32] | Kg | 100.8 | 100.8 | 25276.2 | False | None | None | False | None | False | 2547840.96 | 0 | | 3403666 | 120166 | None | code16 | Providing and fixing Steel work welded in built up sectionsor framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete including cost of materials, labour,usage charges of machinery complete as per specifications and as per directions of the Engineer in Charge. [PWD SOR FOR BUILDING 2021 22, Vol II, P.No.82, Sl.No.11.25.1] [2nd Quarter Revised Issue Rates w.e.f Dated : 07.07.2022 Sl.No.03, INo.11.25.1] | Kg | 111.3 | 111.3 | 1028.26 | False | None | None | False | None | False | 114445.338 | 0 | | 3403667 | 120166 | None | code17 | 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 corc 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. [WS and UCD works CSR 2021 22 Vol V SOR. Code.H270] [1st Addendum for Volume V Schedule of Rates w.e.f Dated : 07.06.2022, Sl.No.3, ItemorNote Added H270] | Mtr | 5355.0 | 5355.0 | 7.0 | False | None | None | False | None | False | 37485.0 | 0 | | 3403668 | 120166 | None | code18 | 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. [WS and UCD works CSR 2021 22, Vol V, P.No.119, No.12.1, SOR. Code.H120A] | Each | 6037.5 | 6037.5 | 1.0 | False | None | None | False | None | False | 6037.5 | 0 | | 3403669 | 120166 | None | code19 | 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. [WS and UCD works CSR 2021 22, Vol V, P.No.119, No.13, SOR. Code.H140A] | Each | 2216.55 | 2216.55 | 2.0 | False | None | None | False | None | False | 4433.1 | 0 | | 3403670 | 120166 | None | code20 | Supplying and fixing DI CI puddle flanges conforming | No | 1602.3 | 1602.3 | 1.0 | False | None | None | False | None | False | 1602.3 | 0 | | 3403671 | 120166 | None | code21 | For DIorCI puddle flanges of 250mm dia.WS and UCD works CSR 2021 22, VolV, P.No 120, No.15.5, SOR. Code. H160E | No | 4629.45 | 4629.45 | 4.0 | False | None | None | False | None | False | 18517.8 | 0 | | 3403672 | 120166 | None | code22 | Supplying, Laying and Jointing Cast Iron (CI) double flanged pipes true to line or 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 80mm dia. [WS and UCD works CSR 2021 22, Vol V, P.No.120, No.16.1, SOR. Code.H170A] | Rmtr | 2315.25 | 2315.25 | 18.0 | False | None | None | False | None | False | 41674.5 | 0 | | 3403673 | 120166 | None | code23 | For double flanged CI pipes of 250mm dia.WS and UCD works CSR 2021 22, Vol V, P.No.120, No.16.5, SOR. Code.H170E | Rmtr | 9504.6 | 9504.6 | 62.0 | False | None | None | False | None | False | 589285.2 | 0 | | 3403674 | 120166 | None | code24 | Suppling Ductile Iron Push on special confirming to IS 9523:2000 All Double Socket Duck Foot DI Bends: 80 X 900 [WS and UCD works CSR 2021 22, Vol V, P.No. 123, No.24.1, SOR. Code.H260A] | Each | 2483.25 | 2483.25 | 1.0 | False | None | None | False | None | False | 2483.25 | 0 | | 3403675 | 120166 | None | code25 | Suppling Ductile Iron Push on special confirming to IS 9523:2000 All Double Socket Duck Foot DI Bends: 250 X 900 [WS and UCD works CSR 2021 22, Vol V, P.No. 123, No.24.5, SOR. Code.H260E] | Each | 14458.5 | 14458.5 | 3.0 | False | None | None | False | None | False | 43375.5 | 0 | | 3403676 | 120166 | None | code26 | Providing and fixing MS flange 100mm dia and 8 mm thick [WS and UCD works CSR 2021 22, Vol V, P.No.15, SL.No.624, MAT. Code.4154] | Each | 297.15 | 297.15 | 1.0 | False | None | None | False | None | False | 297.15 | 0 | | 3403677 | 120166 | None | code27 | 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 40or50, 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 and 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 Suilce Valve of PN 10.0 and 80mm [WS and UCD works CSR 2021 22, Vol V, P.No.79, No.25.2, SOR. Code.B073B] | Each | 8413.65 | 8413.65 | 3.0 | False | None | None | False | None | False | 25240.95 | 0 | | 3403678 | 120166 | None | code28 | For Suilce Valve of PN 10.0 and 250mm [WS and UCD works CSR 2021 22, Vol V, P.No.79, No.25.6, SOR. Code.B073F] | Each | 39726.75 | 39726.75 | 3.0 | False | None | None | False | None | False | 119180.25 | 0 | | 3403679 | 120166 | None | code29 | 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: Enamelled guage plate for 2.5 m depth [WS and UCD works CSR 2021 22, Vol V, P.No.120, No.14.7, SOR. Code.H150H] | Each | 4186.35 | 4186.35 | 1.0 | False | None | None | False | None | False | 4186.35 | 0 | | 3403680 | 120166 | None | code30 | 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 9 mtrs and upto 12 mtrs. [WS and UGD works CSR 2021 22, Vol V, P.No.121, No.20.3, SOR. Code.H210C] | Sqm | 183.75 | 183.75 | 670.32 | False | None | None | False | None | False | 123171.3 | 0 | | 3403681 | 120166 | None | code31 | 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.[PWD CSR 2021 22, Vol 2, P.No.48, Sl.No.8.40] | Sqm | 94.5 | 94.5 | 6.0 | False | None | None | False | None | False | 567.0 | 0 | | 3403682 | 120166 | None | code32 | 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. [PWD CSR 2021 22, Vol 2, P.No.49, Sl.No.8.49] | cm | 3.15 | 3.15 | 5000.0 | False | None | None | False | None | False | 15750.0 | 0 | | 3403683 | 120166 | None | code33 | 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 [WS and UGD works CSR 2021 22, Vol V, P.No.121, No.17.3, SOR. Code.H180C] | Each | 10938.9 | 10938.9 | 1.0 | False | None | None | False | None | False | 10938.9 | 0 | | 3403684 | 120166 | None | code34 | 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) [WS and UGD works CSR 2021 22, Vol V, P.No.122, No.22, SOR. Code.H230A] | Mtr | 1152.9 | 1152.9 | 66.61 | False | None | None | False | None | False | 76794.669 | 0 | | 3403685 | 120166 | None | code35 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting and stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools and other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m, [PWD SR 2021 22, Vol:I, PNO.5, SINo:1.4.1] | Cum | 195.3 | 195.3 | 4.37 | False | None | None | False | None | False | 853.461 | 0 | | 3403686 | 120166 | None | code36 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The graniteortraporbasalt 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 and 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 and formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates. [PWD SR 2021 22, Vol:I, PNo.15, SI.No:2.1.4] [ISSUED RATES AS ON DATED:07.07.2022] | Cum | 6014.4 | 6014.4 | 0.32 | False | None | None | False | None | False | 1924.608 | 0 | | 3403687 | 120166 | None | code37 | Providing and laying in position Reinforced cement concrete for all Foundation works. The graniteortraporbasalt 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 and 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. (The cost of steel reinforcement and formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. [PWD SR 2021 22, Vol:I, P.NO.15, I.No:2.2.1.1] [ISSUED RATES AS ON DATED:07.07.2022] | Cum | 6240.15 | 6240.15 | 1.35 | False | None | None | False | None | False | 8424.2025 | 0 | | 3403688 | 120166 | None | code38 | Supplying, installation, testing and commissioning of JYOTHI VERTICAL TURBIN MOTOR PUMP 64HP or 48.49KW 3PHASE , 79AMPS, 50HZ ,415 volt as per ISI specifiction ,erection and commissioning at site ,including cost of all materials of all materials hire charges Leads and lift, other incidential items of work may be necessary for completetion of work as per thedirection of the Engineer in charge of the work. CAPACITY OF VT PUMP : 300000 LPH, Quantity : 1NO, TOTAL BOWL HEAD : 56 MTRS, MODEL FLOW MORE 14 MTR 3 STAGE PUMP, STAGE : 3 STAGE, RPM OF MOTER and PUMP : 1460 RPM, BOWL EFFICANCY : 80%, BOWL IN PUT : 57.59 KW, SHUT OF HEAD : 80 MTR, MOTER RECOMMENDED (VHSorSPDP) : 100HPor74.6 KW 1460 RPM, SIZE OF SHAFT : 10''X1 11or16'', TYPE OF LUBRICATION PUMP : OIL LUBRICATION, SUCTION BELLor LNTERBOOWorDISCHARGE CASE : CL IS 210 FG 260, IMPELLER : SS.CF8M, LINE SHAFT BEARING : BRONZE, BOWL BEARING : BRONZE, MOTOR MAKE : JYOTHIorKIRALOSKARor CROPTONorEQUALENT 100 HPor74.6 KWAAT, COLOME PIPE : MS PIPE, SOLE PLATE : MS FAB, LINE SHAFT COUPLING : SS410, PUMP SHAFT : SS.410, LINE SHAFT : SS.410, FASTENERS : SS.304, STRAINER : SS.304, JYOTHI VERTICAL TURBIN MOTOR 65HP or 48.49KW 3PHASE AMPS 79, 415 VOLT, 50HZ. [As per Quotation 2022 23] | Each | 1160412.0 | 1160412.0 | 1.0 | False | None | None | False | None | False | 1160412.0 | 0 | | 3403689 | 120166 | None | code39 | Supplying of JYOTHIor KIRALOSKARor CROPTONorVERTICAL TURBIN PUMP 64HPor48.49KW 3PHASE, 79AMPS, 50HZ, 415 volt as per ISI specifiction, size 300X300 and 250M, Discharge 33200 LPM WITH CAPACITY delivery, erection and commissioning at site, including cost of all materials of all materials hire charges Leads and lift, other incidential items of work may be necessary for completetion of work as per thedirection of the Engineer in charge of the work. [As per Quotation 2022 23] | Each | 2945280.0 | 2945280.0 | 1.0 | False | None | None | False | None | False | 2945280.0 | 0 | | 3403690 | 120166 | None | code40 | Earthing Supplying and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia.WS and UGD works CSR 2021 22, Vol V, P.No.164, No.45, SOR. Code.P430A | No | 3937.5 | 3937.5 | 4.0 | False | None | None | False | None | False | 15750.0 | 0 | | 3403691 | 120166 | None | code41 | 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 and 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. Ordinaryorsoft rock (without requiring blasting) Depth upto 1.50 mPWD CSR 2021 22, Vol I, P.No.10, I.No.1.19.1 | Cum | 359.1 | 359.1 | 508.28 | False | None | None | False | None | False | 182523.348 | 0 | | 3403692 | 120166 | None | code42 | Supplying HDPE pipes conforming to IS 4984:2016 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 (excluding cost of specials) giving hydraulic test as per relevant ISS with all lead and lift including encasing the pipe alround to a depth of not less than 15cms with soft gravel or selected earth available from the excavation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, Stub ends, flanged sets, bends, reducers etc., complete (Contractor will make his own arrangement for procuring water for testing) HDPE Grade PE80 PN8.0,110mm diaWS and UCD works CSR 2021 22, Vol V, P.No.130, No.2.4, SOR. Code.K020D | Rmtr | 572.65 | 572.65 | 425.0 | False | None | None | False | None | False | 243376.25 | 0 | | 3403693 | 120166 | None | code43 | Supplying HDPE pipes conforming to IS 4984:2016 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 (excluding cost of specials) giving hydraulic test as per relevant ISS with all lead and lift including encasing the pipe alround to a depth of not less than 15cms with soft gravel or selected earth available from the excavation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, Stub ends, flanged sets, bends, reducers etc., complete (Contractor will make his own arrangement for procuring water for testing) HDPE Grade PE80 PN8.0,140mm dia [WS and UCD works CSR 2021 22, Vol V, P.No.130, No.2.6, SOR. Code.K020F] | Rmtr | 885.0 | 885.0 | 400.0 | False | None | None | False | None | False | 354000.0 | 0 | | 3403694 | 120166 | None | code44 | Supplying HDPE pipes conforming to IS 4984:2016 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 (excluding cost of specials) giving hydraulic test as per relevant ISS with all lead and lift including encasing the pipe alround to a depth of not less than 15cms with soft gravel or selected earth available from the excavation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, Stub ends, flanged sets, bends, reducers etc., complete (Contractor will make his own arrangement for procuring water for testing) HDPE Grade PE80 PN8.0,90mm dia [WS and UCD works CSR 2021 22, Vol V, P.No.129, No.2.3, SOR. Code.K020C] | Rmtr | 396.77 | 396.77 | 430.0 | False | None | None | False | None | False | 170611.1 | 0 | | 3403695 | 120166 | None | code45 | 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 40or50, 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 and 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 [WS and UGD works CSR 2021 22, Vol V, P.No.79, No.25.3, SOR. Code.B073C] | Each | 9300.9 | 9300.9 | 2.0 | False | None | None | False | None | False | 18601.8 | 0 | | 3403696 | 120166 | None | code46 | 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 40or50, 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 and 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 150mm [WS and UCD works CSR 2021 22, Vol V, P.No.79, No.25.4, SOR. Code.B073D] | Each | 14945.7 | 14945.7 | 2.0 | False | None | None | False | None | False | 29891.4 | 0 | | 3403697 | 120166 | None | code47 | Refilling available earth around trenches orpipelines, 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 [ PWD CSR 2021 22, Vol I, P.No.7, I.No. 1.10] | Cum | 128.1 | 128.1 | 406.62 | False | None | None | False | None | False | 52088.022 | 0 |
|