| 1709299921000 | 0 | None | None | Water supply/sewage lines | Construction of Over Head Tank and Pipe line near Government High School at Ward No.05 in TP NAGANUR limits under Chief Minister Amrut Nagarothana (Municipality) Phase-4 Project. | 5655040.28 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2876150 | 93937 | None | I No.1 | 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.'---- 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 | 89.7 | False | None | None | False | None | False | 6875.505 | 0 | | 2876151 | 93937 | None | I No.2 | 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.'---- do --- Depth exceeding 1.50 mtrs but not exceeding 3.0 mtrs [PWD CSR 2021-22, Vol:1 PNo.09 INo:1.15.2] | Cum | 336.0 | 336.0 | 53.82 | False | None | None | False | None | False | 18083.52 | 0 | | 2876152 | 93937 | None | I No.3 | 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 1:1.5:3 using 20 mm aggregate [WS & UGD works CSR 2021-22, Vol:V, PNo.115, No.1.4, SOR.Code.H010D] | Cum | 6877.5 | 6877.5 | 8.97 | False | None | None | False | None | False | 61691.175 | 0 | | 2876153 | 93937 | None | I No.4 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials 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) 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 & UGD works CSR 2021-22, Vol:V, PNo.115, No.2.2, SOR.Code.H020B] | Cum | 10173.45 | 10173.45 | 21.65 | False | None | None | False | None | False | 220255.1925 | 0 | | 2876154 | 93937 | None | I No.5 | 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 upto 6 m height. [WS & UGD works CSR 2021-22, Vol:V, PNo.116, No.3.1, SOR Code.H030A | Cum | 12942.3 | 12942.3 | 14.69 | False | None | None | False | None | False | 190122.387 | 0 | | 2876155 | 93937 | None | I No.6 | RCC M30 Design Mix with 20mm aggregate for level 6m to 9m height. [WS & UGD works CSR 2021-22, Vol:V, PNo.116, No.3.2, SOR Code.H030B] | Cum | 14417.55 | 14417.55 | 7.52 | False | None | None | False | None | False | 108419.976 | 0 | | 2876156 | 93937 | None | I No.7 | RCC M30 Design Mix with 20mm aggregate for level 9m to 12m height. [WS & UGD works CSR 2021-22, Vol:V, PNo.116, No.3.3, SOR Code.H030C] | Cum | 15929.55 | 15929.55 | 0.25 | False | None | None | False | None | False | 3982.3875 | 0 | | 2876157 | 93937 | None | I No.8 | RCC M30 Design Mix with 20mm aggregate for level 12m to 15m height. [WS & UGD works CSR 2021-22, Vol:V, PNo.116, No.3.4, SOR Code.H030D] | Cum | 17478.3 | 17478.3 | 0.28 | False | None | None | False | None | False | 4893.924 | 0 | | 2876158 | 93937 | None | I No.9 | 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 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 & UGD works CSR 2021-22, Vol:V, PNo.117, No.5.3, SOR. Code.H050C] | Cum | 23114.7 | 23114.7 | 22.45 | False | None | None | False | None | False | 518925.015 | 0 | | 2876159 | 93937 | None | I No.10 | 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 (7.20bags) RCC M30 Design Mix with 20mm aggregate for level and upto 9-12 m height. [WS & UGD works CSR 2021-22, Vol:V, PNo.117, No.6.3, SOR. Code.H060C]Cum | Cum | 24395.7 | 24395.7 | 5.38 | False | None | None | False | None | False | 131248.866 | 0 | | 2876160 | 93937 | None | I No.11 | RCC M30 Design Mix with 20mm aggregate for level and upto 12-15 m height. [WS & UGD works CSR 2021-22, Vol:V, PNo.117, No.6.4, SOR. Code.H060D] | Cum | 26390.7 | 26390.7 | 8.45 | False | None | None | False | None | False | 223001.415 | 0 | | 2876161 | 93937 | None | I No.12 | 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 perrelevant 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 12 -15 m height. [WS & UGD works CSR 2021-22 Vol-V, P.No 118, NO.7.4, SOR. Code.H070D] for level and upto | Cum | 25368.0 | 25368.0 | 7.7 | False | None | None | False | None | False | 195333.6 | 0 | | 2876162 | 93937 | None | I No.13 | 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 | 13255.5 | False | None | None | False | None | False | 1336154.4 | 0 | | 2876163 | 93937 | None | I No.14 | Providing and fixing Steel work welded in built up sections/ 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 | 110.3 | 110.3 | 1005.43 | False | None | None | False | None | False | 110898.929 | 0 | | 2876164 | 93937 | None | I No.15 | 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 & UGD works CSR 2021-22, Vol-V, P.No.119, No.12.1, SOR. Code.H120A] | No | 6037.5 | 6037.5 | 1.0 | False | None | None | False | None | False | 6037.5 | 0 | | 2876165 | 93937 | None | I No.16 | 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 & UGD works CSR 2021-22, Vol-V, P.No.119, No.13, SOR. Code.H140A] | No | 2216.55 | 2216.55 | 1.0 | False | None | None | False | None | False | 2216.55 | 0 | | 2876166 | 93937 | None | I No.17 | 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. [WS & UGD works CSR 2021-22, Vol-V, P.No120, No.15, 15.1, SOR. Code.H160, H160A | No | 1602.3 | 1602.3 | 1.0 | False | None | None | False | None | False | 1602.3 | 0 | | 2876167 | 93937 | None | I No.18 | For DI/CI puddle flanges of 100mm dia. [WS & UGD works CSR 2021-22, Vol-V, P.No 120, No.15.2, SOR. Code. H160B] | No. | 1897.35 | 1897.35 | 2.0 | False | None | None | False | None | False | 3794.7 | 0 | | 2876168 | 93937 | None | I No.19 | For DI/CI puddle flanges of 150mm dia. [WS & UGD works CSR 2021-22, Vol-V, P.No 120, No.15.3, SOR. Code. H160C] | Nos | 2429.7 | 2429.7 | 2.0 | False | None | None | False | None | False | 4859.4 | 0 | | 2876169 | 93937 | None | I No.20 | 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 80mm dia. [WS & UGD works CSR 2021-22, Vol-V, P.No.120, No.16.1, SOR. Code.H170A] | Rmtr | 2315.25 | 2315.25 | 15.0 | False | None | None | False | None | False | 34728.75 | 0 | | 2876170 | 93937 | None | I No.21 | For double flanged CI pipes of 100mm dia. [WS & UGD works CSR 2021- 22, Vol-V, P.No.120, No.16.2, SOR. Code.H170B] | Rmtr | 3075.45 | 3075.45 | 36.0 | False | None | None | False | None | False | 110716.2 | 0 | | 2876171 | 93937 | None | I No.22 | For double flanged CI pipes of 150mm dia. [WS & UGD works CSR 2021- 22, Vol-V, P.No.120, No.16.3, SOR. Code.H170C] | Rmtr | 4942.35 | 4942.35 | 15.0 | False | None | None | False | None | False | 74135.25 | 0 | | 2876172 | 93937 | None | I No.23 | Providing & fixing MS flange 100mm dia & 8 mm thick [WS & UGD works CSR 2021-22, Vol-V, P.No.15, SL.No.624, MAT. Code.4154]. | No | 297.15 | 297.15 | 1.0 | False | None | None | False | None | False | 297.15 | 0 | | 2876173 | 93937 | None | I No.24 | Suppling Ductile Iron Push on special confirming to IS 9523:2000 - All Double Socket Duck Foot DI Bends: 80 X 900 [WS & UGD works CSR 2021- 22, Vol-V, P.No. 123, No.24.1, SOR. Code.H260A] | Nos | 2483.25 | 2483.25 | 1.0 | False | None | None | False | None | False | 2483.25 | 0 | | 2876174 | 93937 | None | I No.25 | Suppling Ductile Iron Push on special confirming to IS 9523:2000 - All Double Socket Duck Foot DI Bends: 100 X 900 [WS & UGD works CSR 2021-22, Vol-V, P.No. 123, No.24.2, SOR. Code.H260B] | No | 3216.15 | 3216.15 | 2.0 | False | None | None | False | None | False | 6432.3 | 0 | | 2876175 | 93937 | None | I No.26 | Suppling Ductile Iron Push on special confirming to IS 9523:2000 - All Double Socket Duck Foot DI Bends: 150 X 900 [WS & UGD works CSR 2021-22, Vol-V, P.No. 123, No.24.3, SOR. Code.H260C] | No | 5420.1 | 5420.1 | 1.0 | False | None | None | False | None | False | 5420.1 | 0 | | 2876176 | 93937 | None | I No.27 | 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 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 Suilce Valve of PN -10.0 and 80mm [WS & UGD works CSR 2021-22, Vol-V, P.No.79, No.25.2, SOR. Code.B073B] | No | 8413.65 | 8413.65 | 1.0 | False | None | None | False | None | False | 8413.65 | 0 | | 2876177 | 93937 | None | I No.28 | For Suilce Valve of PN -10.0 and 100mm [WS & UGD works CSR 2021-22, Vol-V, P.No.79, No.25.3, SOR. Code.B073C] | No | 9300.9 | 9300.9 | 2.0 | False | None | None | False | None | False | 18601.8 | 0 | | 2876178 | 93937 | None | I No.29 | For Suilce Valve of PN -10.0 and 150mm [WS & UGD works CSR 2021-22, Vol-V, P.No.79, No.25.4, SOR. Code.B073D] | No | 14945.7 | 14945.7 | 1.0 | False | None | None | False | None | False | 14945.7 | 0 | | 2876179 | 93937 | None | I No.30 | 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 & UGD works CSR 2021-22, Vol-V, P.No.120, No.14.7, SOR. Code.H150H] | Each | 4186.35 | 4186.35 | 2.0 | False | None | None | False | None | False | 8372.7 | 0 | | 2876180 | 93937 | None | I No.31 | 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: [WS & UGD works CSR 2021-22, Vol-V, P.No.121, No.20.2, SOR. Code.H210B] | Sqm | 160.65 | 160.65 | 422.74 | False | None | None | False | None | False | 67913.181 | 0 | | 2876181 | 93937 | None | I No.32 | 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 | | 2876182 | 93937 | None | I No.33 | 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 | | 2876183 | 93937 | None | I No.34 | 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 & UGD works CSR 2021-22, Vol-V, P.No.121, No.17.3, SOR. Code.H180C] | No | 10938.9 | 10938.9 | 1.0 | False | None | None | False | None | False | 10938.9 | 0 | | 2876184 | 93937 | None | I No.35 | 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 & UGD works CSR 2021-22, Vol-V, P.No.122, No.22, SOR. Code.H230A] | Rmtr | 1152.9 | 1152.9 | 72.64 | False | None | None | False | None | False | 83746.656 | 0 | | 2876185 | 93937 | None | I No.36 | Ladder inside the container: Providing anodized aluminium ladder using 65mm x 32mm x 3.0mm 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 [WS & UGD 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, Item/Note Added-H270] | Rmtr | 5355.0 | 5355.0 | 5.0 | False | None | None | False | None | False | 26775.0 | 0 | | 2876186 | 93937 | None | I No.37 | 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 & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m, [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 | | 2876187 | 93937 | None | I No.38 | 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) 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] | Cum | 6222.3 | 6222.3 | 0.32 | False | None | None | False | None | False | 1991.136 | 0 | | 2876188 | 93937 | None | I No.39 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & 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] | Cum | 6854.1 | 6854.1 | 1.35 | False | None | None | False | None | False | 9253.035 | 0 | | 2876189 | 93937 | None | I No.40 | 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-2 PNo.84 INo.11.32] B167 | Kg | 100.8 | 100.8 | 15.0 | False | None | None | False | None | False | 1512.0 | 0 | | 2876190 | 93937 | None | I No.41 | Geophysical investigation at site for sinking borewells for supplying drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner orSchlumbergerss method, including reconnaissance survey of geological formation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and accessories to work site, engaging technical personal and labour required etc. NOTE: 1) Additional rate on item 1&2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M (for fixing Casing pipes only) a) Above 20 M and upto 30 M - 15%, b) Above 30 M - 30% (Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level). 2) A sum of Rs. 100/- is to be deducted for Dry Borewell towards yield test. [WS & UGD SR 2021-22, Vol - V, P.No.159, I.No.4, SOR CODE-O040A | Each | 5398.05 | 5398.05 | 1.0 | False | None | None | False | None | False | 5398.05 | 0 | | 2876191 | 93937 | None | I No.42 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete) Borewell depth of 0 to 50 m [WS & UGD SR 2021-22, Vol- V, P.No. 159, I.No. 1.1-O010A] [2nd Corrigendum for Vol-V, Issue Rates w.e.f Dated : 07.06.2022 Sl.No.01, INo.O010A] | m | 364.35 | 364.35 | 50.0 | False | None | None | False | None | False | 18217.5 | 0 | | 2876192 | 93937 | None | I No.43 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete) Borewell depth of 50 to 100 m [WS & UGD SR 2021-22, Vol- V, P.No. 159, I.No. 1.2-O010B] [2nd Corrigendum for Vol-V, Issue Rates w.e.f Dated : 07.06.2022 Sl.No.01, INo.O010B] | m | 464.1 | 464.1 | 50.0 | False | None | None | False | None | False | 23205.0 | 0 | | 2876193 | 93937 | None | I No.44 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) Borewell depth of 100 to 150 m [WS & UGD SR 2021-22, Vol- V, P.No. 159, I.No. 1.3-O010C] [2nd Corrigendum for Vol-V, Issue Rates w.e.f Dated : 07.06.2022 Sl.No.01, INo.O010C] | m | 478.8 | 478.8 | 50.0 | False | None | None | False | None | False | 23940.0 | 0 | | 2876194 | 93937 | None | I No.45 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) Borewell depth of 150 to 200 m [WS & UGD SR 2021-22, Vol- V, P.No. 159, I.No. 1.4-O010D] [2nd Corrigendum for Vol-V, Issue Rates w.e.f Dated : 07.06.2022 Sl.No.01, INo.O010D] | m | 562.8 | 562.8 | 50.0 | False | None | None | False | None | False | 28140.0 | 0 | | 2876195 | 93937 | None | I No.46 | Supply of ISI mark 175mm nominal bore,plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270- 2001 and latest ammendments, electrical resistance welded steel tubes, material and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7m both ends.threaded conforming to IS 554-1985 one end fixed with socket conforming to IS 4270-2001 and the other end with screwed pipes all shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI marking weighing 25.10kg/m.prices include Collar-Medium duty. [WS & UGD SR 2021-22, Vol-V, P.No.162, I.No.32, O160A] | m | 2029.65 | 2029.65 | 6.0 | False | None | None | False | None | False | 12177.9 | 0 | | 2876196 | 93937 | None | I No.47 | Providing and fixing MS casing collars as per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part- II) 1982 with all amendments [WS & UGD SR 2021-22, Vol - V, P.No. 162, I.No. 33, O170A] | Each | 157.5 | 157.5 | 1.0 | False | None | None | False | None | False | 157.5 | 0 | | 2876197 | 93937 | None | I No.48 | Providing and laying at site of work MS casing caps as per IS 1239 (part- II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments including cost of material and labour charges for fixing, if any etc. complete with all lead and lifts and as directed by the Engineer in charge [WS & UGD SR 2021-22, Vol-V, P.No.163, I.No.34, O180A] | Each | 172.2 | 172.2 | 1.0 | False | None | None | False | None | False | 172.2 | 0 | | 2876198 | 93937 | None | I No.49 | Providing,supplying to work site, Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034- 2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications,as per necessary ammendments and instructions of engineer incharge of work. For 7.50 HP - 120 LPM @ 132 m = 12 STG Outlet Dia - 2.00 [WS & UGD SR 2021-22, Vol-V, P.No.168, I.No.15.6, P150F] | Each | 44085.3 | 44085.3 | 1.0 | False | None | None | False | None | False | 44085.3 | 0 | | 2876199 | 93937 | None | I No.50 | Supply and delivery at site 50mm(2) dia heavy duty unplasticized PVC Column pipes with heavy duty collars,rubber profile ring,vibration control profile ring,freezing and turbulence free leak proof EPDM ring with ISI mark with its latest amendments [WS & UGD SR 2021-22, Vol-V, P.No.171, I.No.34, P320A] | m | 603.75 | 603.75 | 165.0 | False | None | None | False | None | False | 99618.75 | 0 | | 2876200 | 93937 | None | I No.51 | Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core 1x3x6 m2 (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments. [WS & UGD SR 2021-22, Vol-V, P.No.169, I.No.22.4, P230D] | m | 220.5 | 220.5 | 200.0 | False | None | None | False | None | False | 44100.0 | 0 | | 2876201 | 93937 | None | I No.52 | Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no Indoor type NOTE: 1) DOLDirect Online Starter 2) S-D- Star Delta Starter 6 to 15 HP pumps [WS & UGD SR 2021-22, Vol-V, P.No.170, I.No.29.2, P270B] | Each | 14962.5 | 14962.5 | 1.0 | False | None | None | False | None | False | 14962.5 | 0 | | 2876202 | 93937 | None | I No.53 | Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendments 50mm dia [WS & UGD SR 2021-22, Vol-V, P.No.170, I.No.27.1, P250A] | Each | 1312.5 | 1312.5 | 1.0 | False | None | None | False | None | False | 1312.5 | 0 | | 2876203 | 93937 | None | I No.54 | 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 [WS & UGD SR 2021-22, Vol-V, P.No.170, I.No.28.1, P260A] | Each | 1338.75 | 1338.75 | 1.0 | False | None | None | False | None | False | 1338.75 | 0 | | 2876204 | 93937 | None | I No.55 | Supply and delivery at site best indigenous brand new power capacitor as per IS 2834/1986 with latest amendments with KPTCL authorities and erection, electrification and commissioning of the same at the location of respective pump sets. [WS & UGD SR 2021-22, Vol-V, P.No.170, I.No.31, P290A] | Kvar | 577.5 | 577.5 | 1.0 | False | None | None | False | None | False | 577.5 | 0 | | 2876205 | 93937 | None | I No.56 | Supply and delivery at site delivery of best indigenous brand new MCB (Miniature Circuit Breakers) of required capacity as per IS 88228/1978 and its latest amendments and with ISI Mark of 6/10/16/20/25/40 Amps with scalable box. (WS & UGD SR 2021- 22, Vol-V, P.No.170, I.No.32, P300A] | Per 3 Poles | 1312.5 | 1312.5 | 1.0 | False | None | None | False | None | False | 1312.5 | 0 | | 2876206 | 93937 | None | I No.57 | Supply and delivery of galvanized mild steel tubes of 6mtr standard length heavy duty (C Class) as per IS 1239 (Part-I) 1990 with latest amendments with ISI Mark (one end fitted with Heavy Duty collar and other end fitted with protective cover) 50mm dia [WS & UGD SR 2021-22, Vol-V, P.No.170, I.No. 33.1, P310A] | Each | 3202.5 | 3202.5 | 1.0 | False | None | None | False | None | False | 3202.5 | 0 | | 2876207 | 93937 | None | I No.58 | Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary tests as per specifications, with testing of as per instructions of engineer incharge of work. [WS & UGD SR 2021-22, Vol-V, P.No.171, I.No.38, P360A] | Joint | 6457.5 | 6457.5 | 1.0 | False | None | None | False | None | False | 6457.5 | 0 | | 2876208 | 93937 | None | I No.59 | Labour charges for erection of outdoor type panel board and meter board units with all necessary materials and labour, tools and equipments including providing cement concrete foundation bed etc., complete as per specification, with testing of as per instructions of engineer incharge of work. [WS & UGD SR 2021- 22, Vol-V, P.No.171, I.No.40, P380A] | Job | 1417.5 | 1417.5 | 1.0 | False | None | None | False | None | False | 1417.5 | 0 | | 2876209 | 93937 | None | I No.60 | Supply and delivery at site Accessories for Single Phase pumpset like SS Groove Nipples,SS Studs & Nuts,Screw Clips &water proof Insulation Tape etc complete with ISI mark [WS & UGD SR 2021- 22, Vol-V, P.No.171, I.No.36, P340A] | Set | 4725.0 | 4725.0 | 1.0 | False | None | None | False | None | False | 4725.0 | 0 | | 2876210 | 93937 | None | I No.61 | Labour charges for providing connection using insulated sheathed steel wire cable as per IS 1554/ 1988 with latest amendments from KPTCL pole to meter board unit, with all necessary materials ,tools and equipments,as per specificationswith testing of as per instructions of engineer incharge of work. [WS & UGD SR 2021-22, Vol-V, P.No.171, I.No.41.1, P390A] | m | 157.5 | 157.5 | 20.0 | False | None | None | False | None | False | 3150.0 | 0 | | 2876211 | 93937 | None | I No.62 | 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 & UGD SR 2021-22, Vol- V, P.No.172, I.No.45, P430A] | Job | 3937.5 | 3937.5 | 1.0 | False | None | None | False | None | False | 3937.5 | 0 | | 2876212 | 93937 | None | I No.63 | 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. All kinds of soils. Depth upto 1.50 m [PWD CSR 2021-22, Vol-I, P.No.10, I.No.1.17.1] | Cum | 203.7 | 203.7 | 216.0 | False | None | None | False | None | False | 43999.2 | 0 | | 2876213 | 93937 | None | I No.64 | Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. 160mm(weight of pipe -3.923 kg) [WS & UGD SR 2021-22, Vol-V, P.No.148, I.No.13.5, M150M] | m | 628.95 | 628.95 | 400.0 | False | None | None | False | None | False | 251580.0 | 0 | | 2876214 | 93937 | None | I No.65 | 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 [ PWD CSR 2021-22, Vol-I, P.No.7, I.No. 1.10] | Cum | 128.1 | 128.1 | 135.0 | False | None | None | False | None | False | 17293.5 | 0 | | 2876215 | 93937 | None | I No.66 | Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. In all kinds of soils. Depth upto 1.50m [PWD CSR 2021-22, Vol:I, PNo.06, S.No.1.6.1] | Cum | 493.5 | 493.5 | 8.32 | False | None | None | False | None | False | 4105.92 | 0 | | 2876216 | 93937 | None | I No.67 | 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). Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates. [PWD CSR 2021-22, Vol:I, PNo.15, S.No.2.1.2] [2nd Quarter Revised Issue Rates w.e.f Dated : 07.07.2022 Sl.No.02, INo.2.1.2] | Cum | 5466.3 | 5466.3 | 3.72 | False | None | None | False | None | False | 20334.636 | 0 | | 2876217 | 93937 | None | I No.68 | Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand. [PWD CSR 2021- 22, Vol:II, PNo.09, S.No.5.1.1] [2nd Quarter Revised Issue Rates w.e.f Dated : 07.07.2022 Sl.No.02, INo.5.1.1] | Cum | 4987.5 | 4987.5 | 4.32 | False | None | None | False | None | False | 21546.0 | 0 | | 2876218 | 93937 | None | I No.69 | Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge. [PWD CSR 2021-22, Vol:II, PNo.44, S.No.8.19.1] [2nd Quarter Revised Issue Rates w.e.f Dated : 07.07.2022 Sl.No.66, INo.8.19.1] | Sqm | 208.95 | 208.95 | 9.5 | False | None | None | False | None | False | 1985.025 | 0 | | 2876219 | 93937 | None | I No.70 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading,grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. [PWD CSR 2021-22, Vol:I, PNo.7, S.No.1.8] | Cum | 422.1 | 422.1 | 6.41 | False | None | None | False | None | False | 2705.661 | 0 | | 2876220 | 93937 | None | I No.71 | Providing and laying in position Reinforced cement concrete for all Foundation works.The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. [PWD CSR 2021-22, Vol:I, PNo.15, S.No.2.2.1.1] [2nd Quarter Revised Issue Rates w.e.f Dated : 07.07.2022 Sl.No.5, INo.2.2.1.1] | Cum | 6240.15 | 6240.15 | 0.9 | False | None | None | False | None | False | 5616.135 | 0 | | 2876221 | 93937 | None | I No.72 | Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge. [PWD CSR 2021-22, Vol:II, PNo.75, S.No.11.2] [2nd Quarter Revised Issue Rates w.e.f Dated : 07.07.2022 Sl.No.2, INo.11.2] | Kg | 109.2 | 109.2 | 462.0 | False | None | None | False | None | False | 50450.4 | 0 | | 2876222 | 93937 | None | I No.73 | Providing & fixing corrugated G.S. sheet roofing including vertical/ curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I.limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete as per design drawings (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape herever required as per the direction of Engineer in charge. 0.63 mm thick with zinc coating not less than 275 g/ m² [PWD CSR 2021- 22, Vol:II, PNo.21, S.No.7.1.1] | Sqm | 834.75 | 834.75 | 89.6 | False | None | None | False | None | False | 74793.6 | 0 | | 2876223 | 93937 | None | I No.74 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineerin- charge . (Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 8 mm thickness (weight not less than 20 kg/ m²) including cost of materials, labour, usage charges of machinery complete as per specifications. [PWD CSR 2021-22, Vol:II, PNo.88, S.No.11.37.3] | Sqm | 1287.3 | 1287.3 | 37.17 | False | None | None | False | None | False | 47848.941 | 0 | | 2876224 | 93937 | None | I No.75 | Flooring with 25mm thick polished shahabad slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, , including cost of materials, labour, curing, polishing complete as per specifications. [PWD CSR 2021-22, Vol:II, PNo.64, S.No.9.35] [2nd Quarter Revised Issue Rates w.e.f Dated : 07.07.2022 Sl.No.103, INo.9.35] | Sqm | 1377.6 | 1377.6 | 42.24 | False | None | None | False | None | False | 58189.824 | 0 | | 2876225 | 93937 | None | I No.76 | Water purification plants: Supplying, Installation and Commissioning of automatic Water purification plant (RO+UF) with all accessories piping, product water tank on single phase power supply as per the enclosed detailed Technical Specifications including cost of material, loading and unloading and as directed by the Engineer in charge. (Ref- detailed specification enclosed seperatly). Note:- 1.The above rates mentioned are only for the preparation of estimate purpose. 2. All items are to be of BSI /NFS standards, with BSI / NFS mark . 3. Tenders to be invited for procurement. 4. No direct payment should be made under any situation or condition or on any account. 5. After commissioning of plant necessary testing to be done for the satisfactory of Engineer Incharge. Note : Refer the ANNEXURE : F For 1000 LPH SS : Skid Type [WS & UCD WORKS CSR 2021-22, Vol:V, PNo.236, S.No.1.9, Y010I] | Each | 520117.5 | 520117.5 | 2.0 | False | None | None | False | None | False | 1040235.0 | 0 | | 2876226 | 93937 | None | I No.77 | Supplying heavy gauge PVC Conduit Pipe 19/20 mm dia 2 mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary. [PWD Ele SR 2021-22, PNo.1, I.No.1.3.1] | m | 78.75 | 78.75 | 20.0 | False | None | None | False | None | False | 1575.0 | 0 | | 2876227 | 93937 | None | I No.78 | Supplying and flush mounting teak wooden box without front plank, made of not less than 12 mm thick wood, after due groove cutting, finishing with necessary cement plastering complete. 12" x 12" x 3" (300 x 300 x 76 mm) [PWD Ele SR 2021-22, PNo.2, I.No.1.6.1] | Each | 117.6 | 117.6 | 2.0 | False | None | None | False | None | False | 235.2 | 0 | | 2876228 | 93937 | None | I No.79 | Supplying and flush mounting teak wooden box without front plank, made of not less than 12 mm thick wood, after due groove cutting, finishing with necessary cement plastering complete. 8" x 6" x 3" (203 x 152 x 76 mm)[PWD Ele SR 2021-22, PNo.2, I.No.1.6.4] | Each | 78.75 | 78.75 | 4.0 | False | None | None | False | None | False | 315.0 | 0 | | 2876229 | 93937 | None | I No.80 | Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm2 (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) with a 6A flush type SP control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Medium point above 3m upto 6m from tapping point to out let via switch. [PWD Ele SR 2021-22, PNo.3, I.No.2.1.2] | Point | 405.3 | 405.3 | 10.0 | False | None | None | False | None | False | 4053.0 | 0 | | 2876230 | 93937 | None | I No.81 | Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130- 1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100V as per IS- 694:2010 2C x 6 mm2 [PWD Ele SR 2021-22, PNo.4, I.No.2.5.21] | m | 187.95 | 187.95 | 60.0 | False | None | None | False | None | False | 11277.0 | 0 | | 2876231 | 93937 | None | I No.82 | Supplying And fixing/replacing of 6/16/32A electrical accessories on existing switch board. 16A SP Switch [PWD Ele SR 2021-22, PNo.6, I.No.3.14.9] | No | 111.3 | 111.3 | 8.0 | False | None | None | False | None | False | 890.4 | 0 | | 2876232 | 93937 | None | I No.83 | Supplying And fixing/replacing of 6/16/32A electrical accessories on existing switch board. 16A Three Way 5 Pin Socket [PWD Ele SR 2021-22, PNo.6, I.No.3.14.11] | No | 118.65 | 118.65 | 6.0 | False | None | None | False | None | False | 711.9 | 0 | | 2876233 | 93937 | None | I No.84 | Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers. 16A [PWD Ele SR 2021-22, PNo.10, I.No.5.7.1] | Each | 131.25 | 131.25 | 2.0 | False | None | None | False | None | False | 262.5 | 0 | | 2876234 | 93937 | None | I No.85 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 32A DP Switch [PWD Ele SR 2021-22, PNo.5, I.No.3.6.10] | Each | 393.75 | 393.75 | 2.0 | False | None | None | False | None | False | 787.5 | 0 | | 2876235 | 93937 | None | I No.86 | Supplying and fixing of Modular MCB Devices (Tripper) With Breaking capacity of 6kA. 16 - 32 A SP [PWD Ele SR 2021-22, PNo.16, I.No.5.46.1] | Each | 199.5 | 199.5 | 2.0 | False | None | None | False | None | False | 399.0 | 0 |
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