| 2812057 | 90623 | None | I No.1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.In area of Light jungle. (SR- 2021-22 Vol 3 Pg No- 7 It No.-2.5(ii)) | ha | 176715.0 | 176715.0 | 0.038 | False | None | None | False | None | False | 6715.17 | 0 |
| 2812058 | 90623 | None | I No.2 | Earth work excavation for FOUNDATION by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work Depth exceeding 1.5 m, but not exceeding 3 m ( SR- 2021-22 Vol 1 Pg No- 9 It No.-1.16.2) | Cum | 486.2 | 486.2 | 612.7 | False | None | None | False | None | False | 297894.74 | 0 |
| 2812059 | 90623 | 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 1:2:4 using 40 mm aggregate. (SR- 2021-22 Vol 5 Pg No- 107 It No.-1.3)(5911-47*4.8) | Cum | 5969.67 | 5969.67 | 43.7 | False | None | None | False | None | False | 260874.579 | 0 |
| 2812060 | 90623 | None | I No.4 | Providing and laying in position Reinforced cement concrete for all Foundation works. The anite/trap/basalt crushed graded coarse aggregates and fine aggregates as per elevant 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, onfirming 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. (SR- 2021-22 Vol 5 Pg No- 107 It No.-2.2)((9689-(47*4.8)) | Cum | 9837.87 | 9837.87 | 268.6 | False | None | None | False | None | False | 2642451.882 | 0 |
| 2812061 | 90623 | 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 12m to 15m height.(16646-47*7.2)SR- 2021-22 Vol 5 Pg No- 108 It No.-3.4 | Cum | 17122.98 | 17122.98 | 202.18 | False | None | None | False | None | False | 3461924.0964 | 0 |
| 2812062 | 90623 | None | I No.6 | 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 roof compound of requisite proportion of approved quality,labour,centering,scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curingand all other appurtenances required to complete the work as per design and technicalspecifications.(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 12 to 15 m height.(23748-47*7.2) SR- 2021-22 Vol 5 Pg No- 109 It No.-5.4 | Cum | 24580.08 | 24580.08 | 196.3477 | False | None | None | False | None | False | 4826242.173816 | 0 |
| 2812063 | 90623 | None | I No.7 | Providing and laying in position Reinforced cement concrete for side walls of water tank over the staging above the ground level. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 1:3, 12 mm thick and CM plastering 1:3 proportion 20mm thick for inside with an admixture of water proof compound of requisite proportion of approved quality, labour,centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications.(Contractor will make his own arrangements for procuring water for testing). (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)).RCC M30 Design Mix with 20mm aggregate for level and upto 12-15 m height.. SR- 2021-22 Vol 5 Pg No- 109 It No.-6.4 | Cum | 26035.38 | 26035.38 | 44.798 | False | None | None | False | None | False | 1166332.95324 | 0 |
| 2812064 | 90623 | None | I No.8 | 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 12 -15 m
height | Cum | 25012.68 | 25012.68 | 52.1818 | False | None | None | False | None | False | 1305206.665224 | 0 |
| 2812065 | 90623 | None | I No.9 | 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)SR- 2021-22 Vol 2 Pg No- 84 It No.-11.32 | MT | 96600.0 | 96600.0 | 87.8724 | False | None | None | False | None | False | 8488473.84 | 0 |
| 2812066 | 90623 | None | I No.10 | Ladder inside the container: Providing anodized aluminium ladder, using 65mm x 32mm (approx) 'C' section x 3.0 mm for ladder side channels and 25mm dia., fluted pipe for Rings at 250mm c/c ladder fixed at an angle of 70 degrees to horizontal including necessary 25 mm dia., G.I. shetters with necessary G.I. fasteners for bracing the ladders to the Tank walls to prevent buckling of the ladder with necessary C.C. (M-15) bed for embedding the ladder bottom complete. | Rmtr | 36000.0 | 36000.0 | 1.0 | False | None | None | False | None | False | 36000.0 | 0 |
| 2812067 | 90623 | None | I No.11 | Providing and fixing MS ladder between landings, 45 cms wide using angle iron of specified sizes, 20mm MS bars at 25 cms. centre to centre, with necessary supports of same angle iron etc. as directed, including hand railing on both sides with 25mm dia. GI pipes with angle iron props at 2 mtrs. intervals and 0.5M heigh, including fixing in ground with CC 1:2:4 and two coats of anticorrosive bituminous paint etc. with all lead and lifts etc. complete with:MS angle of 65 x 65 x 10mm.SR- 2021-22 Vol 5 Pg No- 111 It No.-11.1 | Rmtr | 4984.35 | 4984.35 | 30.0 | False | None | None | False | None | False | 149530.5 | 0 |
| 2812068 | 90623 | None | I No.12 | 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.SR- 2021-22 Vol 5 Pg No- 111 It No.-13 | Each | 2216.55 | 2216.55 | 1.0 | False | None | None | False | None | False | 2216.55 | 0 |
| 2812069 | 90623 | None | I No.13 | 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 .SR- 2021-22 Vol 5 Pg No- 112 It No.-15
For DI puddle flanges of 300mm dia. RM*2 | No | 5843.25 | 5843.25 | 2.0 | False | None | None | False | None | False | 11686.5 | 0 |
| 2812070 | 90623 | None | I No.14 | For DI puddle flanges of 200mm dia. DB *2 | No | 3277.05 | 3277.05 | 2.0 | False | None | None | False | None | False | 6554.1 | 0 |
| 2812071 | 90623 | None | I No.15 | For DI puddle flanges of 150mm dia. Over Flow + scour | No | 2429.7 | 2429.7 | 2.0 | False | None | None | False | None | False | 4859.4 | 0 |
| 2812072 | 90623 | None | I No.16 | Providing and laying Ductile Iron pipes of class ----- conforming to IS 8329:2000 with latest amendments, conveyiing to work site, rolling and lowering into trenches, laying true to line, level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations, cutting of pipes wherever necessary, jointing with DI specials (excluding cost of specials) and rubber gaskets, cleaning the socket and spigot end with soap solution, applying soft soap to the socket and spigot ends before insertion of rubber gaskets, jacking and fixing in perfect conditions etc. The cost to include soap solution, soft soap, waste etc. and giving necessary hydraulic test to the required pressure as per ISS with all lead and lifts and cost of all jointing materials. (The contractor will make his own arrangements for water for testing. Earth work excavation in trenches to be measured and paid for seperately) Note: In sewerage projects for internal cement mortal lining ( CML ) of DI pipes, if High Alumina Cement ( HAC ) as recommended in Annexure B clause 16.3 of IS8329:2000 is considered in place of Slag or Sulphate Resistance Cement ( SRC ), the cost of pipes may be increased by 5-6% from the prices listed. For DI K9 PipesSR- 2021-22 Vol 5 Pg No- 85 It No.-2
Form DI pipe of 300mm dia RM | Rmtr | 5721.03 | 5721.03 | 46.0 | False | None | None | False | None | False | 263167.38 | 0 |
| 2812073 | 90623 | None | I No.17 | Form DI pipe of 200mm dia RM | Rmtr | 3355.22 | 3355.22 | 54.0 | False | None | None | False | None | False | 181181.88 | 0 |
| 2812074 | 90623 | None | I No.18 | Form DI pipe of 300mm dia RM | Rmtr | 2615.29 | 2615.29 | 20.0 | False | None | None | False | None | False | 52305.8 | 0 |
| 2812075 | 90623 | None | I No.19 | Form DI pipe of 300mm dia RM | Rmtr | 2615.29 | 2615.29 | 23.0 | False | None | None | False | None | False | 60151.67 | 0 |
| 2812076 | 90623 | None | I No.20 | Supplying,,laying of CI Blank flange
300mm dia CI blank flange | No | 2076.0 | 2076.0 | 2.0 | False | None | None | False | None | False | 4152.0 | 0 |
| 2812077 | 90623 | None | I No.21 | 300mm dia CI blank flange | No | 678.0 | 678.0 | 2.0 | False | None | None | False | None | False | 1356.0 | 0 |
| 2812078 | 90623 | None | I No.22 | Providing DI/CI Bell mouth
300 mm dia Bell Mouth RM | No | 3850.0 | 3850.0 | 2.0 | False | None | None | False | None | False | 7700.0 | 0 |
| 2812079 | 90623 | None | I No.23 | 200 mm dia Bell Mouth DB | No | 2500.0 | 2500.0 | 2.0 | False | None | None | False | None | False | 5000.0 | 0 |
| 2812080 | 90623 | None | I No.24 | 150 mm dia CI Bell Mouth Over flow and scour | No | 1200.0 | 1200.0 | 2.0 | False | None | None | False | None | False | 2400.0 | 0 |
| 2812081 | 90623 | None | I No.25 | Suppling Ductile Iron Push on special confirming to IS 9523:2000 - All Double Socket Duck Foot DI Bends SR- 2021-22 Vol 5 Pg No- 115 It No.-24
200 mm dia DI Duck foot bend | No | 9187.5 | 9187.5 | 2.0 | False | None | None | False | None | False | 18375.0 | 0 |
| 2812082 | 90623 | None | I No.26 | 300 mm dia DI Duck foot bend | No | 19236.0 | 19236.0 | 2.0 | False | None | None | False | None | False | 38472.0 | 0 |
| 2812083 | 90623 | None | I No.27 | 150 mm dia DI Duck foot bend | No | 5420.1 | 5420.1 | 1.0 | False | None | None | False | None | False | 5420.1 | 0 |
| 2812084 | 90623 | None | I No.28 | 150 mm dia DI Duck foot bend | No | 5420.1 | 5420.1 | 1.0 | False | None | None | False | None | False | 5420.1 | 0 |
| 2812085 | 90623 | None | I No.29 | 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. SR- 2021-22 Vol 5 Pg No- 71 It No.-26
For Suilce Valve of PN -16.0 and 300mm | No | 60193.35 | 60193.35 | 2.0 | False | None | None | False | None | False | 120386.7 | 0 |
| 2812086 | 90623 | None | I No.30 | For Suilce Valve of PN -16.0 and 200mm | No | 28229.25 | 28229.25 | 2.0 | False | None | None | False | None | False | 56458.5 | 0 |
| 2812087 | 90623 | None | I No.31 | For Suilce Valve of PN16.0 and 150mm | No | 18072.6 | 18072.6 | 2.0 | False | None | None | False | None | False | 36145.2 | 0 |
| 2812088 | 90623 | None | I No.32 | 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, Extra for enamelled guage plate for every 0.5 m beyond 2.5 m depth SR- 2021-22 Vol 5 Pg No- 112 It No.-14.7 & 14.8 | Each | 7172.55 | 7172.55 | 1.0 | False | None | None | False | None | False | 7172.55 | 0 |
| 2812089 | 90623 | None | I No.33 | 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 12 m and upto 15 m . SR- 2021-22 Vol 5 Pg No- 113 It No.-20.4 | Sqm | 205.8 | 205.8 | 1958.9325 | False | None | None | False | None | False | 403148.3085 | 0 |
| 2812090 | 90623 | 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 15m staging. SR- 2021-22 Vol 5 Pg No- 113 It No.-17.4 | Each | 13022.1 | 13022.1 | 1.0 | False | None | None | False | None | False | 13022.1 | 0 |
| 2812091 | 90623 | 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)SR- 2021-22 Vol 5Pg No- 114 It No.-22 | Rmtr | 1152.9 | 1152.9 | 157.82 | False | None | None | False | None | False | 181950.678 | 0 |
| 2812092 | 90623 | None | I No.36 | 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 OHT 5-10 Lakh Cpacity SR- 2021-22 Vol 5Pg No- 111 It No.-12.3 | Each | 10204.95 | 10204.95 | 1.0 | False | None | None | False | None | False | 10204.95 | 0 |
| 2812093 | 90623 | None | I No.37 | 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 .SR- 2021-22 Vol 1 Pg No- 7 It No.-1.10 | Cum | 128.1 | 128.1 | 288.3033 | False | None | None | False | None | False | 36931.65273 | 0 |
| 2812094 | 90623 | None | I No.38 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m. (Vol. 1, P.No. 8, I.No. 1.14.1) | Cum | 76.65 | 76.65 | 60.3008 | False | None | None | False | None | False | 4622.05632 | 0 |
| 2812095 | 90623 | None | I No.39 | Providing and laying in position plain cement concrete for levellingcourse 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 Vol-I I.No 2.1.4 PNo-15Providing and laying in position plain cement concrete for levellingcourse 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 Vol-I I.No 2.1.4 PNo-15 | Cum | 6014.4 | 6014.4 | 5.0138 | False | None | None | False | None | False | 30154.99872 | 0 |
| 2812096 | 90623 | None | I No.40 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Vol-II 5.4 P.No-9 | Cum | 5619.6 | 5619.6 | 4.455 | False | None | None | False | None | False | 25035.318 | 0 |
| 2812097 | 90623 | None | I No.41 | 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) Vol-II 5.1.1 P.No-9 | Cum | 4987.5 | 4987.5 | 11.394 | False | None | None | False | None | False | 56827.575 | 0 |
| 2812098 | 90623 | None | I No.42 | 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. (SR 2021-2022 Vol-I Item No: 1.9 P.No-7) | Cum | 214.2 | 214.2 | 11.2388 | False | None | None | False | None | False | 2407.35096 | 0 |
| 2812099 | 90623 | None | I No.43 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR 2021-2022 Vol-I Item.No 2.5.2 P.No-17 as per 04th Issue Rate dated 04/01/2023) | Cum | 6495.3 | 6495.3 | 18.5495 | False | None | None | False | None | False | 120484.56735 | 0 |
| 2812100 | 90623 | None | I No.44 | Form Work: As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate For Lintel with chajja Form Works Consider Cement Concrete Lintel with Chajja @ 50%. ( 3rd Corrigendum dated 01-09-2022, Vol 1, Page No 115, Sl. No 2a) | Cum | 3247.65 | 3247.65 | 18.5495 | False | None | None | False | None | False | 60242.283675 | 0 |
| 2812101 | 90623 | None | I No.45 | 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) (SR 2021-2022 Vol-II I.No 11.32 P.No-84 as per 04th Issue Rate dated 04/01/2023) | MT | 96600.0 | 96600.0 | 1.855 | False | None | None | False | None | False | 179193.0 | 0 |
| 2812102 | 90623 | None | I No.46 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in allshapes and sizes in Cement mortar 1:4 (1 cement : 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. (SR 2021-2022 Vol-II I.No: 6.7 P.No-13) | Cum | 7295.4 | 7295.4 | 20.4453 | False | None | None | False | None | False | 149156.64162 | 0 |
| 2812103 | 90623 | None | I No.47 | Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:4 (1 cement :4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. (SR 20212022 Vol-II I.No 6.15 P.No-14) | Sqm | 909.3 | 909.3 | 1.593 | False | None | None | False | None | False | 1448.5149 | 0 |
| 2812104 | 90623 | None | I No.48 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (SR 20212022 Vol-II I.no.8.2.1 P.No-41 as per 04th Issue Rate dated 04/01/2023) | Sqm | 260.4 | 260.4 | 94.06 | False | None | None | False | None | False | 24493.224 | 0 |
| 2812105 | 90623 | None | I No.49 | Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ( SR 2021-2022 Vol-II I.no. 8.1.1 P.No-41 as per 04th Issue Rate dated 04/01/2023) | Sqm | 223.65 | 223.65 | 80.28 | False | None | None | False | None | False | 17954.622 | 0 |
| 2812106 | 90623 | None | I No.50 | Providing and laying red oxide flooring 40 mm thick, with an under layer of 30mm thick M-15 cement concrete and top layer of 10mm thick plaster with 1:3 cement mortar mixed with red oxide finished with floating coat of neat cement mixed with red oxide ( mix of same proportion ) , including cost of materials, labour, curing, complete as per specifications.. (SR 2021-2022 Vol-II I.No.9.37 P.No-65 ) | Sqm | 664.65 | 664.65 | 29.2774 | False | None | None | False | None | False | 19459.22391 | 0 |
| 2812107 | 90623 | None | I No.51 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding (SR 2021-2022 Vol-II I.No 11.34A P.No-85) | Kg | 152.25 | 152.25 | 115.2 | False | None | None | False | None | False | 17539.2 | 0 |
| 2812108 | 90623 | None | I No.52 | Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6 PHR with TPE (Thermo Plastic Elastomer) and lead free, gaskets -grey color having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 44mm width x 40mmheight with reinforcement of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVC honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be of size 9.5mm x 21.5mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with Crescent Locks. Wall thickness of frame & sash shall be of 2 mm.Maximum possible size 1219mm x 1219mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) (SR 2021-2022 Vol. 2, P.No. 110, I.No. 12.84) | Sqm | 4319.7 | 4319.7 | 5.76 | False | None | None | False | None | False | 24881.472 | 0 |
| 2812109 | 90623 | None | I No.53 | Wall painting with acrylic emulsion 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.(SR 2021-2022 Volume 2 Page No. 48 Item No 8.39) | Sqm | 99.75 | 99.75 | 80.28 | False | None | None | False | None | False | 8007.93 | 0 |
| 2812110 | 90623 | None | I No.54 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, 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. (SR 20212022 Volume 2 Page No. 46 Item No 8.30) | Sqm | 142.8 | 142.8 | 94.06 | False | None | None | False | None | False | 13431.768 | 0 |
| 2812111 | 90623 | None | I No.55 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x0.90 mm M.S. laths with 0.90mm thick top cover including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (SR 20212022 Volume 2 Page No. 76 Item No 11.6.3) | Sqm | 2356.2 | 2356.2 | 5.4 | False | None | None | False | None | False | 12723.48 | 0 |
| 2812112 | 90623 | None | I No.56 | Supplying heavy gauge PVC conduit pipe ...... mm dia..........mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary 19/20 mm dia 2 mm thick (PWD SR Electrical -2022-23 Part-I pg.no-1 Item -1.2.1) | m | 61.0 | 61.0 | 35.0 | False | None | None | False | None | False | 2135.0 | 0 |
| 2812113 | 90623 | None | I No.57 | Supplying and fixing sheet Metal box made out of 18 SWG sheet metal with necessary holes for cable/conduit entry as required with one coat of primer of approved make etc. 100 x 75 x 65 mm (PWD SR Electrical -2022-23 Part-I pg.no-1 Item -1.4.2) | Cum | 112.0 | 112.0 | 2.0 | False | None | None | False | None | False | 224.0 | 0 |
| 2812114 | 90623 | None | I No.58 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments. 2.5 sqmm (PWD SR Electrical -2022-23 Part-I pg.no-3 Item -2.3.3) | m | 26.0 | 26.0 | 100.0 | False | None | None | False | None | False | 2600.0 | 0 |
| 2812115 | 90623 | None | I No.59 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments. 2.5 sqmm (PWD SR Electrical -2022-23 Part-I pg.no-3 Item -2.3.3) | m | 40.0 | 40.0 | 30.0 | False | None | None | False | None | False | 1200.0 | 0 |
| 2812116 | 90623 | None | I No.60 | 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. 4C x 1.5 mm2 (PWD SR Electrical -2022-23 Part-I pg.no-4, Item -2.5.3) | m | 88.0 | 88.0 | 30.0 | False | None | None | False | None | False | 2640.0 | 0 |
| 2812117 | 90623 | None | I No.61 | Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuit in Thermal Magnetic Release. Micro processor release shall have Earth Fault as per IS-13947. (Icu=100% lcs). In 4P MCCB, all Poles should have protection for Short-Cicrcuit/Over Load. For Microprocessor MCCBS Facility for segregating Priority and Non-Priority loads must be available in the MCCB. MCCB shall be provided with double insulation (insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open). Multi-pole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism. (PWD SR Electrical -2022-23 Part-I pg.no-12 Item -5.14.1) | Each | 5641.0 | 5641.0 | 1.0 | False | None | None | False | None | False | 5641.0 | 0 |
| 2812118 | 90623 | None | I No.62 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 10-12 Way (PWD SR Electrical -2022-23 Part-I pg.no-5 Item -3.4.5) | Each | 325.0 | 325.0 | 1.0 | False | None | None | False | None | False | 325.0 | 0 |
| 2812119 | 90623 | None | I No.63 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 10-12 Module (PWD SR Electrical -2022-23 Part-I pg.no-5 Item -3.5.5) | Each | 363.0 | 363.0 | 1.0 | False | None | None | False | None | False | 363.0 | 0 |
| 2812120 | 90623 | None | I No.64 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A One Way Switch (PWD SR Electrical -2022-23 Part-I pg.no-5 Item -3.6.1) | Each | 88.0 | 88.0 | 8.0 | False | None | None | False | None | False | 704.0 | 0 |
| 2812121 | 90623 | None | I No.65 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 32A DP Switch (PWD SR Electrical -2022-23 Part-I pg.no-5 Item -3.6.10) | Each | 375.0 | 375.0 | 1.0 | False | None | None | False | None | False | 375.0 | 0 |
| 2812122 | 90623 | None | I No.66 | Supplying & fixing of Porcelain fuse channel with cut out on
existing wooden/panel using necessary nuts, bolts and washers. 16 A (PWD SR Electrical -2022-23 Part-I pg.no-10 Item -5.7.1) | Each | 125.0 | 125.0 | 3.0 | False | None | None | False | None | False | 375.0 | 0 |
| 2812123 | 90623 | None | I No.67 | Supplying of .....feet -PVC Batten with integrated LED tube .... W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V@ 50/60Hz & Power factor 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. LED light fitting 1 x 2' - 9/10 W (PWD SR Electrical -2022-23 Part-I pg.no-34 Item -11.3.1) | Each | 496.0 | 496.0 | 3.0 | False | None | None | False | None | False | 1488.0 | 0 |
| 2812124 | 90623 | None | I No.68 | Fixing all types and all capacities of fluorescent /false ceiling / spot light / CFL / LED fittings indoor on the wall/ ceiling / rafters / girders using 23/0.0076" twin twisted PVC insulated wires, required Nos of round blocks and clA. (PWD SR Electrical -2022-23 Part-I pg.no-45 Item -13.7.1) | Each | 119.0 | 119.0 | 3.0 | False | None | None | False | None | False | 357.0 | 0 |
| 2812125 | 90623 | None | I No.69 | Earth work excavation for pipeline trenchesby mechanical means above 600 mm trench width as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blastingmaterials,barricading, caution lights, bracing, using sight rails &boning rods at every 100 mm whevere necessary as directed, removal of slumps 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 and all other appurtenances to complete in the following strata.Hard rock (requiring blasting) Depth upto 1.50 m (SR 2021-2022 Pg.No. 10 It.No.1.21.1) | Cum | 532.35 | 532.35 | 108.0 | False | None | None | False | None | False | 57493.8 | 0 |
| 2812126 | 90623 | None | I No.70 | 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 (SR 2021-2022 Pg.No. 10 It.No.1.17.1) | Cum | 203.7 | 203.7 | 108.0 | False | None | None | False | None | False | 21999.6 | 0 |
| 2812127 | 90623 | None | I No.71 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately.(SR 2021-2022 Vol - 3 Pg.No. 10 It.No.2.19) | Cum | 443.1 | 443.1 | 9.0 | False | None | None | False | None | False | 3987.9 | 0 |
| 2812128 | 90623 | None | I No.72 | 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. (SR 2021-2022 Vol - 5 Pg.No. 63 It.No.2.2) | Cum | 383.25 | 383.25 | 21.6 | False | None | None | False | None | False | 8278.2 | 0 |
| 2812129 | 90623 | None | I No.73 | Providing and laying Ductile Iron pipes of class ----- conforming to IS 8329:2000 with latest amendments, conveyiing to work site, rolling and lowering into trenches, laying true to line, level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations, cutting of pipes wherever necessary, jointing with DI specials (excluding cost of specials) and rubber gaskets, cleaning the socket and spigot end with soap solution, applying soft soap to the socket and spigot ends before insertion of rubber gaskets, jacking and fixing in perfect conditions etc. The cost to include soap solution, soft soap, waste etc. and giving necessary hydraulic test to the required pressure as per ISS with all lead and lifts and cost of all jointing materials. (Thecontractor will make his own arrangements for water for testing. Earth work excavation in trenches to be measured and paid for seperately) Note: In sewerage projects for internal cement mortal lining ( CML ) of DI pipes, if High Alumina Cement ( HAC ) as recommended in Annexure B clause 16.3 of IS8329:2000 is considered in place of Slag or Sulphate Resistance Cement ( SRC ), the cost of pipes may be increased by 5-6% from the prices listed. For DI 300mm DiaSR- 2021-22 Vol 5 Pg No- 85 It No.-1.5 | Rmtr | 5721.03 | 5721.03 | 160.0 | False | None | None | False | None | False | 915364.8 | 0 |
| 2812130 | 90623 | None | I No.74 | 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 workIS. ( SR 2021-22 Vol -5 Pg.No.71 It.No.25.7 ) For Sluice Valve Of PN10 - 300mm | No | 51547.65 | 51547.65 | 2.0 | False | None | None | False | None | False | 103095.3 | 0 |
| 2812131 | 90623 | None | I No.75 | Supplying and fixing kinetic AIR VALVE PN 16.0 for automatic discharge of accumulate air during working condition, conforming to IS 14845 / EN 1074-4. Body and bonnet of DI conforming to IS-1865 of grade GGG-40/50, seals are made of approved EPDM, SS 304 float, guide and internals. Flange drilling according to IS-1538 with appurtenances. complete. Body and bonnet shall be coated with electrostatically applied epoxy powder coating with a coating thickness of 250 micron both inside and outside. - For K Air Valves of 80mm dia | No | 22509.9 | 22509.9 | 2.0 | False | None | None | False | None | False | 45019.8 | 0 |
| 2812132 | 90623 | None | I No.76 | 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 . (Compacting with Ramming) ( SR 2021-2022 Pg.No. 7 Vol -1 It.No.1.10 ) | Cum | 128.1 | 128.1 | 291.0888 | False | None | None | False | None | False | 37288.47528 | 0 |
| 2812133 | 90623 | None | I No.77 | 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 aeparately).(SR 2021-2022 Vol 5 Pg.No. 107 It.No.4.03 as per 04th Issue Rate dated 04/01/2023 ) | Cum | 5969.67 | 5969.67 | 14.0 | False | None | None | False | None | False | 83575.38 | 0 |
| 2812134 | 90623 | None | I No.78 | 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 workIS. ( SR 2021-22 Vol -5 Pg.No.71 It.No.25.7 ) | No | 51547.65 | 51547.65 | 5.0 | False | None | None | False | None | False | 257738.25 | 0 |
| 2812135 | 90623 | None | I No.79 | Supply and delivery at site brand new best make pressure guage suitable for centrifugal pump confirming to latest IS standards(SR 2021-2022 Vol-5 Pg.No. 164 It.No.47.1) | No | 603.75 | 603.75 | 2.0 | False | None | None | False | None | False | 1207.5 | 0 |
| 2812136 | 90623 | None | I No.80 | NON- RETURN VALVE:-
Supply and delivery at site Non Return valve confirming to the latest ISS 5312,suitable for the test pressure equivalent to the twice the working presssure.Rating of valve should be PN I.00 | No | 23305.0 | 23305.0 | 2.0 | False | None | None | False | None | False | 46610.0 | 0 |
| 2812137 | 90623 | None | I No.81 | Supply and delivery of Centrifugal pumpset at site brand new best make and with discharge duty confirming to ISI standards and its latestamendments Motar with pump with all accessories. | No | 325424.0 | 325424.0 | 2.0 | False | None | None | False | None | False | 650848.0 | 0 |
| 2812138 | 90623 | None | I No.82 | Manufacturing, providing, trasporting, rolling, lowering, laying,
jointing and commissioning of ERW (Electric Resistance Welded)/ SAW (Submerged Arc Welded) MS pipes of Outer dia (Fe-410 grade) conforming to IS 3589-2001 with latest amendments, including perfect linking and welding of joints to correct position, cost of the pipes, conveyance, lead, lift charges, cost of all labour and giving satisfactory hydraulic test as per IS 3589-2001 with latest amendments for test pressure and working pressure both at factory and site etc. complete as per detailed specifications inside with CM 1:1.5 lining of minimum 10mm thick for pipes upto 610mm OD and with minimum 12mm thick beyond 610mm OD and out side with minimum 25mm thick coating in CM 1:3 over 50 x 50mm weld mesh of 13 gauge, including loading and unloading of pipes for the following diameters and specified thickness of plate as noted below, including bailing out of water wherever necessary. (Contractor will make his own arrangements for procuring water for testing) Note: a) No Negative tolerance in respect of thickness is pemissible.b) Basic Cost of MS Plate is considered as Rs.68,200.00 per MT. The bare pipe cost worked out is Rs. 77.59/kg weight/m of pipec) The pipe costs are FOR destination anywhere in Karnataka.SR- 2021-22 Vol 5 Pg No- 90 It No.-2.3 (200 Suction) | Rmtr | 3972.53 | 3972.53 | 16.0 | False | None | None | False | None | False | 63560.48 | 0 |
| 2812139 | 90623 | None | I No.83 | 250 Delivery | Rmtr | 4949.28 | 4949.28 | 35.0 | False | None | None | False | None | False | 173224.8 | 0 |
| 2812140 | 90623 | None | I No.84 | Providing, fabricaing, supplying and fixing at site various diameters of MS Flanges as per IS standards to fix sluice valves as per sketch. The rate to include cost of all materials, labour, consumables, hire charges for tools and tackles, weldiing equipments etc. complete as per instructions of the Engineer in charge SR- 2021-22 Vol 5 Pg No- 94 It No.-30 (Flanges of 250mm dia and 16mm thick.) | No | 2838.53 | 2838.53 | 23.0 | False | None | None | False | None | False | 65286.19 | 0 |
| 2812141 | 90623 | None | I No.85 | Flanges of 300mm dia and 16mm thick | No | 3972.53 | 3972.53 | 2.0 | False | None | None | False | None | False | 7945.06 | 0 |
| 2812142 | 90623 | None | I No.86 | Fabricating and Errecting of common header as per drawing and technical specification 18% of works | Lump Sum for Each | 227955.15 | 227955.15 | 1.0 | False | None | None | False | None | False | 227955.15 | 0 |
| 2812143 | 90623 | None | I No.87 | Earth work excavation for pipeline trenchesby mechanical means above 600 mm trench width as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blastingmaterials,barricading, caution lights, bracing, using sight rails &boning rods at every 100 mm whevere necessary as directed, removal of slumps 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 and all other appurtenances to complete in the following strata.Hard rock (requiring blasting) Depth upto 1.50 m 1(SR 2021-2022 Pg.No. 10 It.No.1.21.1) | Cum | 532.35 | 532.35 | 30.1 | False | None | None | False | None | False | 16023.735 | 0 |
| 2812144 | 90623 | None | I No.88 | 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 (SR 2021-2022 Pg.No. 10 It.No.1.17.1) | Cum | 203.7 | 203.7 | 12.9 | False | None | None | False | None | False | 2627.73 | 0 |
| 2812145 | 90623 | None | I No.89 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately.(SR 2021-2022 Vol - 3 Pg.No. 10 It.No.2.19) | Cum | 443.1 | 443.1 | 5.76 | False | None | None | False | None | False | 2552.256 | 0 |
| 2812146 | 90623 | None | I No.90 | 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. (SR 2021-2022 Vol - 5 Pg.No. 63 It.No.2.2) | Cum | 383.25 | 383.25 | 4.32 | False | None | None | False | None | False | 1655.64 | 0 |
| 2812147 | 90623 | None | I No.91 | Providing and laying Ductile Iron pipes of class ----- conforming to IS 8329:2000 with latest amendments, conveyiing to work site, rolling and lowering into trenches, laying true to line, level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations, cutting of pipes wherever necessary, jointing with DI specials (excluding cost of specials) and rubber gaskets, cleaning the socket and spigot end with soap solution, applying soft soap to the socket and spigot ends before insertion of rubber gaskets, jacking and fixing in perfect conditions etc. The cost to include soap solution, soft soap, waste etc. and giving necessary hydraulic test to the required pressure as per ISS with all lead and lifts and cost of all jointing materials. (Thecontractor will make his own arrangements for water for testing. Earth work excavation in trenches to be measured and paid for seperately) Note: In sewerage projects for internal cement mortal lining ( CML ) of DI pipes, if High Alumina Cement ( HAC ) as recommended in Annexure B clause 16.3 of IS8329:2000 is considered in place of Slag or Sulphate Resistance Cement ( SRC ), the cost of pipes may be increased by 5-6% from the prices listed. For DI 200mm Dia SR- 2021-22 Vol 5 Pg No- 85 It No.-1.5 | Rmtr | 3355.22 | 3355.22 | 32.0 | False | None | None | False | None | False | 107367.04 | 0 |
| 2812148 | 90623 | None | I No.92 | 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 workIS. ( SR 2021-22 Vol -5 Pg.No.71 It.No.25.7 ) For Sluice Vlave Of PN -10.0 & 200mm Dia | No | 24531.15 | 24531.15 | 1.0 | False | None | None | False | None | False | 24531.15 | 0 |
| 2812149 | 90623 | None | I No.93 | Supplying and fixing kinetic AIR VALVE PN 16.0 for automatic discharge of accumulate air during working condition, conforming to IS 14845 / EN 1074-4. Body and bonnet of DI conforming to IS-1865 of grade GGG-40/50, seals are made of approved EPDM, SS 304 float, guide and internals. Flange drilling according to IS-1538 with appurtenances. complete. Body and bonnet shall be coated with electrostatically applied epoxy powder coating with a coating thickness of 250 micron both inside and outside. | No | 22509.9 | 22509.9 | 1.0 | False | None | None | False | None | False | 22509.9 | 0 |
| 2812150 | 90623 | None | I No.94 | 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 . (Compacting with Ramming) ( SR 2021-2022 Pg.No. 7 Vol -1 It.No.1.10 ) | Cum | 128.1 | 128.1 | 36.42 | False | None | None | False | None | False | 4665.402 | 0 |
| 2812151 | 90623 | None | I No.95 | 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 aeparately).( SR 2021-2022 Vol 5 Pg.No. 107 It.No.1.3as per 04th Issue Rate dated 04/01/2023 ) PCC 1:2:4 using 40mm aggregate | Cum | 5969.67 | 5969.67 | 3.0 | False | None | None | False | None | False | 17909.01 | 0 |
| 2812152 | 90623 | None | I No.96 | Supply and delivery of Centrifugal pumpset at site brand new best
make and with discharge duty confirming to ISI standards and its latestamendments.12.5 HP, size 100x100 Head 25M, Discharge 1560 LPM SR 2021-2022 Vol-5 Pg 164 Item : 46.10 | No | 51940.35 | 51940.35 | 2.0 | False | None | None | False | None | False | 103880.7 | 0 |
| 2812153 | 90623 | None | I No.97 | 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 (SR 2021-2022 Pg.No. 10 It.No.1.17) | Cum | 203.7 | 203.7 | 5.4 | False | None | None | False | None | False | 1099.98 | 0 |
| 2812154 | 90623 | None | I No.98 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The ranite/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 pertechnical specifications. (The cost of steel reinforcement & formwork shall be paid separately). ( SR 2021-22 Vol -1 Pg.No.15 It.No.2.1.4 as per 04th Issue Rate dated 04/01/2023) | Cum | 6014.4 | 6014.4 | 1.44 | False | None | None | False | None | False | 8660.736 | 0 |
| 2812155 | 90623 | None | I No.99 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(SR 2021-2022 Vol-I I.No 2.5.2 P.No-17 as per 04th Issue Rate dated 04/01/2023) | Cum | 6495.3 | 6495.3 | 9.2931 | False | None | None | False | None | False | 60361.47243 | 0 |
| 2812156 | 90623 | None | I No.100 | 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) (SR 2021-2022 Vol-II I.No 11.32 P.No-84 as per 04th Issue Rate dated 04/01/2023) | Kg | 96.6 | 96.6 | 464.6525 | False | None | None | False | None | False | 44885.4315 | 0 |
| 2812157 | 90623 | None | I No.101 | 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 eleterious 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 ( SR 2021-22 Vol -1 Pg.No.5 It.No.1.4.1) | Cum | 195.3 | 195.3 | 70.4 | False | None | None | False | None | False | 13749.12 | 0 |
| 2812158 | 90623 | None | I No.102 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The ranite/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 pertechnical specifications. (The cost of steel reinforcement & formwork shall be paid separately). ( SR 2021-22 Vol -1 Pg.No.15 It.No.2.1.4 as per 04th Issue Rate dated 04/01/2023) | Cum | 6014.4 | 6014.4 | 1.6 | False | None | None | False | None | False | 9623.04 | 0 |
| 2812159 | 90623 | None | I No.103 | 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 ( SR 2021-22 Vol -1 Pg.No.15 It.No.2.2.1.1 as per 04th Issue Rate dated 04/01/2023) | Cum | 6240.15 | 6240.15 | 17.06 | False | None | None | False | None | False | 106456.959 | 0 |
| 2812160 | 90623 | None | I No.104 | Form Work: As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate For Drain Works Consider Cement Concrete ( 3rd Corrigendum dated 01-09-2022, Vol 1, Page No 115, Sl. No 2a) | Sqm | 2184.05 | 2184.05 | 17.06 | False | None | None | False | None | False | 37259.893 | 0 |
| 2812161 | 90623 | None | I No.105 | 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) (SR- 2021-22 Vol 2 Pg No- 84 It No.-11.32 as per 04th Issue Rate dated 04/01/2023) | Kg | 96.6 | 96.6 | 1279.5 | False | None | None | False | None | False | 123599.7 | 0 |
| 2812162 | 90623 | None | I No.106 | Earth work excavation for FOUNDATION by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the workDepth exceeding 1.5 m, but not exceeding 3 m SR 2021-2022(Vol. 1, P.No. 9, I.No. 1.16 | Cum | 486.15 | 486.15 | 172.81 | False | None | None | False | None | False | 84011.5815 | 0 |
| 2812163 | 90623 | None | I No.107 | Providing and laying in position plain cement concrete for levellingcourse 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 pecifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates (SR 2021-2022 Vol-I I.No 2.1.4 PNo-15 as per 04th Issue Rate dated 04/01/2023) | Cum | 6014.4 | 6014.4 | 11.7825 | False | None | None | False | None | False | 70864.668 | 0 |
| 2812164 | 90623 | None | I No.108 | Form Work: As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate For Walls and slabs Form Works Consider Cement Concrete @ 50%. ( 3rd Corrigendum dated 01-09-2022, Vol 1, Page No 115, Sl. No 2a) | Cum | 3247.65 | 3247.65 | 80.121 | False | None | None | False | None | False | 260204.96565 | 0 |
| 2812165 | 90623 | None | I No.109 | Form Work: As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate For slabs Form Works Consider Cement Concrete @ 10%. ( 3rd Corrigendum dated 01-09-2022, Vol 1, Page No 115, Sl. No 2a) | Cum | 649.53 | 649.53 | 80.121 | False | None | None | False | None | False | 52040.99313 | 0 |
| 2812166 | 90623 | None | I No.110 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR 2021-2022 Vol-I I.No 2.5.2 P.No-17 as per 04th Issue Rate dated 04/01/2023) | Cum | 6495.3 | 6495.3 | 80.121 | False | None | None | False | None | False | 520409.9313 | 0 |
| 2812167 | 90623 | None | I No.111 | 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) (SR 2021-2022 Vol-II I.No 11.32 P.No-84 as per 04th Issue Rate dated 04/01/2023) | Kg | 96.6 | 96.6 | 8012.1 | False | None | None | False | None | False | 773968.86 | 0 |
| 2812168 | 90623 | None | I No.112 | Providing 15 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge..(SR 20212022 Vol-II Item .no.8.7 P.No-42 as per 04th Issue Rate dated 04/01/2023) | Sqm | 326.55 | 326.55 | 172.81 | False | None | None | False | None | False | 56431.1055 | 0 |
| 2812169 | 90623 | None | I No.113 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (SR 2021-2022 Vol-II I.no.8.8 P.No-42 as per 04th Issue Rate dated 04/01/2023) | Sqm | 322.35 | 322.35 | 77.74 | False | None | None | False | None | False | 25059.489 | 0 |
| 2812170 | 90623 | None | I No.114 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineer in-Charge ( SR 2021-2022 Vol-II I.no. 8.12 P.No-43) | Sqm | 53.55 | 53.55 | 80.121 | False | None | None | False | None | False | 4290.47955 | 0 |
| 2812171 | 90623 | None | I No.115 | Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 litre/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 litre/10 m² with paint of approved quality to give an even shade, 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.SR 2021-2022 Vol-II I.no. 8.32 P.No-46 | Sqm | 117.6 | 117.6 | 78.55 | False | None | None | False | None | False | 9237.48 | 0 |
| 2812172 | 90623 | None | I No.116 | Ladder inside the container: Providing anodized aluminium ladder, using 65mm x 32mm (approx) 'C' section x 3.0 mm for ladder side channels and 25mm dia., fluted pipe for Rings at 250mm c/c ladder fixed at an angle of 70 degrees to horizontal including necessary 25 mm dia., G.I. shetters with necessary G.I. fasteners for bracing the ladders to the Tank walls to prevent buckling of the ladder with necessary C.C. (M-15) bed for embedding the ladder bottom complete. | m | 3500.0 | 3500.0 | 3.7 | False | None | None | False | None | False | 12950.0 | 0 |
| 2812173 | 90623 | None | I No.117 | Supply and installation of water connections to individual houses upto water meter point (which shall be fixed about one meter from customer boundary) and includes civil works like Earthwork excavation for the pipeline trenches for laying of MDPE/Gl pipes of following diameters for the house connections in alltypes of soils, disintegrated rock, soft rock, hard rock, including cutting of any road using machine cuttercrossing drains, compound, cutting any surfaces along the pipelines such as tiles/floor/concrete/ or any other surfaces using machine cutter, boring the wall surfaces comprising of BBM or SSM for conveyingthe pipelines to customer property, restoring the damaged portions inside or outside the property premisesrefilling etc. complete. supply and laying of MDPE PE-80, PN 12.5 pipes with specials such as Electrofusion tapping ferrule or saddles of pressure rating PN 12.5/SDR 11 or higher grade of approvedmake conforming to standard specifications with brass cutter, flow regulator, water tight cap-cutting edges for making hole / tapping suitable to HDPE distribution mains by electrofusion welding. Tapping ferrules (Mechanical type clamp saddle) with cost of Gl pipes, all specials such as Gl tee, Gl elbow, Gl coupler,stopper etc, and brass or SS tap for the following diameters. KUWBD SR 2018-2019 Pg No- 37 | No | 6104.7 | 6104.7 | 118.0 | False | None | None | False | None | False | 720354.6 | 0 |
| 2812174 | 90623 | None | I No.118 | Supply and erection of 11Mtr Spun Pole including earth work etc,. Complete as per the standard technical specification of BESCOM | Nos | 29630.0 | 29630.0 | 1.0 | False | None | None | False | None | False | 29630.0 | 0 |
| 2812175 | 90623 | None | I No.119 | Supply And Fixing of Single Pole Mounted Transformer Kit for 100/250KVA on 11Mtr Spun Pole etc. complete as per the standard technical specification of BESCOM | Nos | 36110.0 | 36110.0 | 1.0 | False | None | None | False | None | False | 36110.0 | 0 |
| 2812176 | 90623 | None | I No.120 | Supplying and Fixing including all Hardware's etc. complete as per the standard technical specification of BESCOM
H Frame Set 5.8.1 | Each | 4560.0 | 4560.0 | 2.0 | False | None | None | False | None | False | 9120.0 | 0 |
| 2812177 | 90623 | None | I No.121 | HT ST Support 50x8 mm | Each | 125.0 | 125.0 | 2.0 | False | None | None | False | None | False | 250.0 | 0 |
| 2812178 | 90623 | None | I No.122 | LT ST Support 50x6 mm | Each | 85.0 | 85.0 | 2.0 | False | None | None | False | None | False | 170.0 | 0 |
| 2812179 | 90623 | None | I No.123 | Spl 3 PIN Cross AR M 5.8.4 | Each | 336.0 | 336.0 | 2.0 | False | None | None | False | None | False | 672.0 | 0 |
| 2812180 | 90623 | None | I No.124 | RCC Clamp page no. 2, item sr no.5.02, | Each | 115.0 | 115.0 | 5.0 | False | None | None | False | None | False | 575.0 | 0 |
| 2812181 | 90623 | None | I No.125 | PCC Clamp page no. 2, item sr no.5.04, | Each | 99.0 | 99.0 | 5.0 | False | None | None | False | None | False | 495.0 | 0 |
| 2812182 | 90623 | None | I No.126 | GUY Set 5.8.7, | Each | 1320.0 | 1320.0 | 1.0 | False | None | None | False | None | False | 1320.0 | 0 |
| 2812183 | 90623 | None | I No.127 | GOS Set 200 Amps Single break | Each | 9125.0 | 9125.0 | 1.0 | False | None | None | False | None | False | 9125.0 | 0 |
| 2812184 | 90623 | None | I No.128 | Horn Gap Fuse Unit (H.G.) | Each | 1032.0 | 1032.0 | 3.0 | False | None | None | False | None | False | 3096.0 | 0 |
| 2812185 | 90623 | None | I No.129 | D.O.L.O cut out | Each | 5672.0 | 5672.0 | 3.0 | False | None | None | False | None | False | 17016.0 | 0 |
| 2812186 | 90623 | None | I No.130 | Lightning Arrestor 9KV 5kA polymeric type. | Each | 1736.0 | 1736.0 | 3.0 | False | None | None | False | None | False | 5208.0 | 0 |
| 2812187 | 90623 | None | I No.131 | 1.1 KV Pin Insulator | Each | 37.0 | 37.0 | 3.0 | False | None | None | False | None | False | 111.0 | 0 |
| 2812188 | 90623 | None | I No.132 | 11 KV Pin Insulator | Each | 76.0 | 76.0 | 3.0 | False | None | None | False | None | False | 228.0 | 0 |
| 2812189 | 90623 | None | I No.133 | Disc Insulator 70/90 KN | Each | 493.0 | 493.0 | 3.0 | False | None | None | False | None | False | 1479.0 | 0 |
| 2812190 | 90623 | None | I No.134 | No. 8 Strain Insulator | Each | 25.0 | 25.0 | 3.0 | False | None | None | False | None | False | 75.0 | 0 |
| 2812191 | 90623 | None | I No.135 | No.15 Strain Insulator. | Each | 55.0 | 55.0 | 3.0 | False | None | None | False | None | False | 165.0 | 0 |
| 2812192 | 90623 | None | I No.136 | Supplying and Fixing of P.G.Clamp including all Hardware's etc. complete as per the standard technical specification of BESCOM. | Each | 116.0 | 116.0 | 1.0 | False | None | None | False | None | False | 116.0 | 0 |
| 2812193 | 90623 | None | I No.137 | Supplying and stringing of ACSR Conductor (6/2.59mm Al +1/2.59mm Steel). | Km | 61515.0 | 61515.0 | 0.2 | False | None | None | False | None | False | 12303.0 | 0 |
| 2812194 | 90623 | None | I No.138 | Supply and Installation / Fixing / Provision of Pole box with HRC Fuse / MCB provision and suitable connector / terminal for 3 Ph / 1 Ph connections with Loop-In & Loop-Out terminals for 10 Sqmm / 25 Sqmm 3.5 C Al/Ar / Cu/Ar Cable and branch out 2.5 Sqmm 2 core Al/Cu PVC Insulated cable, enclosed in a Thermoplastic, Polystyrene enclosure, which should be shock proof, safe, IP65(Weather Proof), rust proof, dust proof, water proof having Internally Embedded Gasket with provision for cable entry through IP65 Thermoplastic, polyamide glands and/or grommets. - 200mmx200mmx98mm | Each | 2178.0 | 2178.0 | 1.0 | False | None | None | False | None | False | 2178.0 | 0 |
| 2812195 | 90623 | None | I No.139 | Supplying and fixing Trivector Meter suitable for operation LT peration and -CT operated meter in polycarbonate body in class 0.5 accuracy as per IS 14697 and completely wired. | Each | 3942.0 | 3942.0 | 1.0 | False | None | None | False | None | False | 3942.0 | 0 |
| 2812196 | 90623 | None | I No.140 | HT Cable GROUP A: Supplying and laying of high tension 11KV cable, Dry Curing & Dry Cooling with true triple extrusion, simultaneously through a single common head, 3 core under ground XLPE (E) cable having stranded compact circular aluminium conductor, screened insulated, insulation screened with extruded semiconducting compound in combination with copper tape, core laid up extruded inner sheathed of GI flat strip armoured and overall PVC sheathed with specified IS 7098/11/85 with latest amendments & confirming to the GTP of GROUP-A - 3Cx95sqmm | Km | 1115615.0 | 1115615.0 | 0.041 | False | None | None | False | None | False | 45740.215 | 0 |
| 2812197 | 90623 | None | I No.141 | Supplying, erecting, testing and commissioning of ..... KVA capacity Copper wound Distribution Transformer 11KV/433V with Off Load Tap Switch, Buchholtz relay winding temperature indicator, oil temperature indicator, marshalling box with wiring, magnetic oil level indicator with +5% to-10% Steps of 2.5% with HT and LT cable end boxes including all standard accessories as per latest IS standard technical specification. - 100 KVA | Each | 615000.0 | 615000.0 | 1.0 | False | None | None | False | None | False | 615000.0 | 0 |
| 2812198 | 90623 | None | I No.142 | LT Distribution Box for 100 kVA DTC with MCCB's,(Sheet Metal),(Dwg No. BESCOM/GM/QS&S/58 Dtd 24.11.2018) | Set | 22809.0 | 22809.0 | 1.0 | False | None | None | False | None | False | 22809.0 | 0 |
| 2812199 | 90623 | None | I No.143 | 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975, 3.5 core 50 sqmm Supply | Km | 242411.0 | 242411.0 | 0.2 | False | None | None | False | None | False | 48482.2 | 0 |
| 2812200 | 90623 | None | I No.144 | 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975, 4 core 16 sqmm Supply | Mtr | 150.0 | 150.0 | 80.0 | False | None | None | False | None | False | 12000.0 | 0 |
| 2812201 | 90623 | None | I No.145 | Labour charges for laying of 1.1 KV class UG cable in existing trench GI pipe / stoneware pipe / on wall / on pole as required.On wall /Structure
6 sqmm to 16 sqmm | Mtr | 30.0 | 30.0 | 200.0 | False | None | None | False | None | False | 6000.0 | 0 |
| 2812202 | 90623 | None | I No.146 | 95 sqmm to 150Sqmm | Mtr | 40.0 | 40.0 | 150.0 | False | None | None | False | None | False | 6000.0 | 0 |
| 2812203 | 90623 | None | I No.147 | Epoxy Terminating Kit (Pothead) suitable
for 1.1 kV, LTUG Cable, Up to 4C x 50 Sqmm | No | 316.0 | 316.0 | 5.0 | False | None | None | False | None | False | 1580.0 | 0 |
| 2812204 | 90623 | None | I No.148 | Digging of trench of 0.6m deep x 0.50 mtr wide refilling the trench to the required ground level and consolidating etc., complete.(As per Civil SR KSRB I-2, P-7) | Mtr | 102.0 | 102.0 | 150.0 | False | None | None | False | None | False | 15300.0 | 0 |
| 2812205 | 90623 | None | I No.149 | Chemical earthing for grounding. Conduits, IC cutouts & other equipments backfill compound which is non-corrosive, thermally conductive, potential to permissible limits, superior Fault conduction capacity, non toxic, weather resistance & capable of achiveing ohmic value less than one ohm page no. 44, item sr no.6.19, (SR. 2019-20) - Using 6ft. Copper bonded rod with backfill compound | Kit | 5325.0 | 5325.0 | 5.0 | False | None | None | False | None | False | 26625.0 | 0 |
| 2812206 | 90623 | None | I No.150 | Fabricating supplying and mounting MS box made out … SWG suitable for floor / wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 2 coats of red oxide primer paint and finally finished with approved colour enameled metal paint etc.,complete.- 14SWG page no. 15, item sr no.5.42.1 | Sq CM | 327000.0 | 327000.0 | 0.43 | False | None | None | False | None | False | 140610.0 | 0 |
| 2812207 | 90623 | None | I No.151 | Supplying of on load change over switches 4 poles, AC-23A Duty, 415V, 50Hz, AC Supply - 100-125Amps | Each | 9147.0 | 9147.0 | 3.0 | False | None | None | False | None | False | 27441.0 | 0 |
| 2812208 | 90623 | None | I No.152 | Supplying, fixing and wiring earth leakage relay with core balanced current transformer suitable for single phase 50 Hz AC with latest microcontroller based, digital readout of percentage leakage current, programmable delay/auto/manual reset facility suitable to mount on DIN rail/ flush mounting on panel board. | Each | 8316.0 | 8316.0 | 1.0 | False | None | None | False | None | False | 8316.0 | 0 |
| 2812209 | 90623 | None | I No.153 | Supplying, fixing and wiring 3 Phase Digital Ammeter /Voltmeter. | Each | 1280.0 | 1280.0 | 6.0 | False | None | None | False | None | False | 7680.0 | 0 |
| 2812210 | 90623 | None | I No.154 | Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 220v A.C. 50 Hz 12/24v D.C. | Each | 464.0 | 464.0 | 9.0 | False | None | None | False | None | False | 4176.0 | 0 |
| 2812211 | 90623 | None | I No.155 | Supplying ......... amps rated 3phase with neutral bus bar using required capacity electrolytic aluminum strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete. - 250Amps 4x30x10mm Aluminum Strips | Mtr | 3078.0 | 3078.0 | 9.0 | False | None | None | False | None | False | 27702.0 | 0 |
| 2812212 | 90623 | None | I No.156 | Supplying and fixing angle iron frame work fabricated out of M.S. angle iron.. and M.S. flat … with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint.. - 75x75x6mm | Mtr | 497.0 | 497.0 | 9.0 | False | None | None | False | None | False | 4473.0 | 0 |
| 2812213 | 90623 | None | I No.157 | Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts and wiring complete. Protection of Overload and Short circuit with thermal Magnetic/Micro processor release and Earth Fault as per IS-13947. ( Icu = Ics) THREE POLE , 200 A 35 kA | Each | 16770.0 | 16770.0 | 3.0 | False | None | None | False | None | False | 50310.0 | 0 |
| 2812214 | 90623 | None | I No.158 | 40-63Amps TPN | Each | 2399.0 | 2399.0 | 9.0 | False | None | None | False | None | False | 21591.0 | 0 |
| 2812215 | 90623 | None | I No.159 | 6-32Amps TPN | Each | 1777.0 | 1777.0 | 12.0 | False | None | None | False | None | False | 21324.0 | 0 |
| 2812216 | 90623 | None | I No.160 | Supplying, fixing and wiring 50/5 to 400/5Amps 5VA burden Current Transformer. Class 0.5 accuracy with Tape Wound. ---- etc., complete with all lead & lift, as per specifications and as per directions of the Engineer in charge of the work. | Each | 505.0 | 505.0 | 12.0 | False | None | None | False | None | False | 6060.0 | 0 |
| 2812217 | 90623 | None | I No.161 | Supplying heavy gauge PVC conduit pipe ...... mm dia..........mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary 19/20 mm dia 2 mm thick (PWD SR Electrical -2022-23 Part-I pg.no-1 Item -1.2.1) | m | 61.0 | 61.0 | 32.0 | False | None | None | False | None | False | 1952.0 | 0 |
| 2812218 | 90623 | None | I No.162 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments. 1.5 sqmm (PWD SR Electrical -2022-23 Part-I pg.no-3 Item -2.3.2) | m | 26.0 | 26.0 | 40.0 | False | None | None | False | None | False | 1040.0 | 0 |
| 2812219 | 90623 | None | I No.163 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments. 2.5 sqmm (PWD SR Electrical -2022-23 Part-I pg.no-3 Item -2.3.3) | m | 40.0 | 40.0 | 75.0 | False | None | None | False | None | False | 3000.0 | 0 |
| 2812220 | 90623 | None | I No.164 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 10-12 Way (PWD SR Electrical -2022-23 Part-I pg.no-5 Item -3.4.5) | Each | 325.0 | 325.0 | 2.0 | False | None | None | False | None | False | 650.0 | 0 |
| 2812221 | 90623 | None | I No.165 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 10-12 Module (PWD SR Electrical -2022-23 Part-I pg.no-5 Item -3.5.4) | Each | 363.0 | 363.0 | 2.0 | False | None | None | False | None | False | 726.0 | 0 |
| 2812222 | 90623 | None | I No.166 | Supplying of .....feet -PVC Batten with integrated LED tube .... W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V@ 50/60Hz & Power factor 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. LED light fitting 1 x 2' - 20/22 W (PWD SR Electrical -2022-23 Part-I pg.no-34 Item -11.3.2) | Each | 740.0 | 740.0 | 4.0 | False | None | None | False | None | False | 2960.0 | 0 |
| 2812223 | 90623 | None | I No.167 | Supplying exhaust fan of 1440 RPM of 300 mm (12") size with bracket blades complete for light duty suitable to operate on230V 50Hz, AC Supply. (PWD SR Electrical -2022-23 Part-I pg.no-22 Item -6.1) | Each | 1542.0 | 1542.0 | 4.0 | False | None | None | False | None | False | 6168.0 | 0 |
| 2812224 | 90623 | None | I No.168 | Fixing one exhaust fan in the nitch already left in the wall with bolts and nuts and 5 A. ceiling rose with sufficient length of 23/0.0076 inch PVC insulated twin core wire. (PWD SR Electrical -2022-23 Part-I pg.no-46 Item -13.14) | Each | 432.0 | 432.0 | 4.0 | False | None | None | False | None | False | 1728.0 | 0 |
| 2812225 | 90623 | None | I No.169 | Supplying and fixing of metal clad industrial plugs and
sockets. 3pole+earth 440V SOCKET, 30A | Each | 297.0 | 297.0 | 4.0 | False | None | None | False | None | False | 1188.0 | 0 |
| 2812226 | 90623 | None | I No.170 | 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) | Cum | 6014.4 | 6014.4 | 2.916 | False | None | None | False | None | False | 17537.9904 | 0 |
| 2812227 | 90623 | None | I No.171 | 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 | Cum | 6240.15 | 6240.15 | 6.0 | False | None | None | False | None | False | 37440.9 | 0 |
| 2812228 | 90623 | None | I No.172 | 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) | MT | 96600.0 | 96600.0 | 0.6 | False | None | None | False | None | False | 57960.0 | 0 |
| 2812229 | 90623 | None | I No.173 | Supplying, installing, testing and commissioning of Diesel Generator set with following specifications. Power rating as per standard reference condition as per-BS 5514/ISO 3046/ ISO 8528 & IS 1002/ISO 3046 Generator set specifications. | Set | 907005.0 | 907005.0 | 1.0 | False | None | None | False | None | False | 907005.0 | 0 |