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noticeInvitingTenderDTO	createdTs 1706878260155 version 4 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType EXCLUSIVE_TAX tenderFee 7500.00 emd 1500000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 04-03-2024 16:00:00 tenderQueryClose 15-02-2024 16:00:00 technicalBidOpen 06-03-2024 16:00:00 publishedDate 02-02-2024 19:10:51 publishedByPost KHB_EE2_CO_BNG publishedByUser KPE11678 - LOKESHBABU C G bidValidityPeriod 180 noOfCalls 1 preBidMeetingDate 16-02-2024 11:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Lokesh Babu C G splitEmdRequiredYn False emdBankGuarantee None emdCash None bgValidityPeriod None hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08022273511 mobileNumber 8022273511 tenderSupplierList None
tenderSchedule	createdTs 1706878260172 version 5 createdDate None modifiedDate None tenderNumber KHB/2023-24/OW/WORK_INDENT165 title Construction and commissioning of all works with 2-years defect liability and 2-years maintenance period which will run concurrently from the last date of the completion of the project for the work of Sites & Services Scheme at Attikolla, Dhaward District description Construction and commissioning of all works with 2-years defect liability and 2-years maintenance period which will run concurrently from the last date of the completion of the project for the work of Sites & Services Scheme at Attikolla, Dhaward District category WORKS categoryText Works ecv 134193313.01 deptName Karnataka Housing Board status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn False location 5488 locationName KHB Central Office Bengaluru provisionalAmount 134193313.0 groupOverheadTotal None fileNumber 171/2022-23
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1706878260000 1 None None Other Works Construction and commissioning of all works with 2-years defect liability and 2-years maintenance period which will run concurrently from the last date of the completion of the project for the work of Sites & Services Scheme at Attikolla, Dhaward District 134193313.01 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2409624 71986 None code01 Estimate for Site Clearance 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.By Mechanical Means using Dozer (vol 3) (COMMON SCHEDULE OF RATES 2023-24) pg no 7( Deduct 30% For Voids Net Area For Clearing and Grubbing ) Sqm 412.65 412.65 676.0322 False None None False None False 278964.68733 0 2409625 71986 None code02 Cutting of Trees, excluding removal of stumps and roots of trees MORTH specification clause 201/ Chapter 2 Girth from 600 mm to 900 mm Nos 993.3 993.3 13.0 False None None False None False 12912.9 0 2409626 71986 None code03 Cutting of Trees, excluding removal of stumps and roots of trees MORTH specification clause 201/ Chapter 2 Girth from 900 mm to 1800 mm Nos 1859.55 1859.55 9.0 False None None False None False 16735.95 0 2409627 71986 None code04 Removal of stumps and roots including backfilling with suitable material to required compaction Girth from 600 mm to 900 mm Nos 511.35 511.35 13.0 False None None False None False 6647.55 0 2409628 71986 None code05 Removal of stumps and roots including backfilling with suitable material to required compaction Girth from 900 mm to 1800 mm Nos 611.1 611.1 9.0 False None None False None False 5499.9 0 2409629 71986 None code06 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm 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 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 appurtenances required to complete the work. In all kinds of soils upto 300 mm depth (vol-1)(COMMON SCHEDULE OF RATES 2023- 24) pg no 8 For Road Cutting area Cum 99.75 99.75 9798.76 False None None False None False 977426.31 0 2409630 71986 None code07 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,allmaterials,usage& all other appurtenaces required to complete the work. (vol-1)(COMMON SCHEDULE OF RATES 2023- 24) pg no 7 Total Filling Quantity of Earth Cum 497.7 497.7 4847.48 False None None False None False 2412590.796 0 2409631 71986 None code08 Estimate for Boundary Stone and Sign Board 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) (COMMON SCHEDULE OF RATES 2023-24) pg no 8 Cum 107.1 107.1 176.9 False None None False None False 18945.99 0 2409632 71986 None code09 Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting (vol-3) (COMMON SCHEDULE OF RATES 2023-24) pg no 57 Avg 3 Nos. for each sites ( which includes Property Numbering stone in the middle ) 364 Plots Each 785.4 785.4 1092.0 False None None False None False 857656.8 0 2409633 71986 None code10 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 (vol-3) (COMMON SCHEDULE OF RATES 2023-24) Total Nos (0.4*(0.20+0.20+0.15+0.15) Sqm 182.7 182.7 305.76 False None None False None False 55862.352 0 2409634 71986 None code11 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. (“ii) English and Roman - Hyphen and the like not to be measured and paid for “ MORTH Specification No.801 Lettering for Plot Stone (364) cm 4.2 4.2 9100.0 False None None False None False 38220.0 0 2409635 71986 None code12 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) (COMMON SCHEDULE OF RATES 2023-24) pg no 8 Cum 107.1 107.1 4.86 False None None False None False 520.506 0 2409636 71986 None code13 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( M7.5) Using 40 mm nominal size graded crushed coarse aggregates (vo;-1) (COMMON SCHEDULE OF RATES 2023-24) pg no 15 Cum 5947.2 5947.2 0.61 False None None False None False 3627.792 0 2409637 71986 None code14 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). (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Including & Centering according to sr 2021-22 pg no 115 & it no 8) (vol-1)(COMMON SCHEDULE OF RATES 2021-22) (RATE INCLUDING CENTERING 5% ON CONCRETE ITEM) Basic rate: 5968.00 Rcc for boards 1:1.5:3 Cum 6639.15 6639.15 1.71 False None None False None False 11352.9465 0 2409638 71986 None code15 Providing Thermo-Mechanically Treated bars of grade Fe-550 Steel reinforcement for R.C.C. work ready to use "cut and bend" rebars of approved make from fctory/workshop to construction site including placing in position, binding and anchoring to adjacentmembers whereever necessary complete as per Design including costof material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) (vol-ii) (COMMON SCHEDULE OF RATES 2023-24) pg 84 Steel assumption 70kg/Cum of total concrete qty Tonne 93929.85 93929.85 0.12 False None None False None False 11271.582 0 2409639 71986 None code16 Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) tobrick/stone masonary including rounding off corners wherever requiredsmooth rendering, providing and removing scaffolding,including costof materials, labour, curing complete as per specifications and as perdirections of Engineer-in-charge. (COMMON SCHEDULE OF RATES 2023-24) (VOL-II) pg no 41 Sqm 371.7 371.7 84.59 False None None False None False 31442.103 0 2409640 71986 None code17 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 (vol-3) (COMMON SCHEDULE OF RATES 2023-24) Sqm 182.7 182.7 39.6 False None None False None False 7234.92 0 2409641 71986 None code18 Painting two coats after filling the surface with synthetic ename l paint in all shades on new plastered concrete surfaces (vol-3) (COMMON SCHEDULE OF RATES 2021-22) pg no 56 Painting for letters. In 3 rows for 30 boards Sqm 114.45 114.45 54.0 False None None False None False 6180.3 0 2409642 71986 None code19 Estimate for Chain Link Fencing 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) (COMMON SCHEDULE OF RATES 2023-24) pg 8 For MS Box Pipe For Column Cum 107.1 107.1 20.15 False None None False None False 2158.065 0 2409643 71986 None code20 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 (vol-1) (COMMON SCHEDULE OF RATES 2023-24) pg 15 aggregates Footing Cum 5947.2 5947.2 0.8 False None None False None False 4757.76 0 2409644 71986 None code21 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)-M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (vol-1) (COMMON SCHEDULE OF RATES 2023-24) pg 15 (RATE INCLUDING CENTERING 70% ON CONCRETE ITEM) Basic rate: 6336.00 Cum 7185.02 7185.02 16.15 False None None False None False 116038.073 0 2409645 71986 None code22 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)-M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (vol-1) (COMMON SCHEDULE OF RATES 2023-24) pg 15 (RATE INCLUDING CENTERING 70% ON CONCRETE ITEM) Basic rate: 6336.00 Column Cum 11309.76 11309.76 1.8 False None None False None False 20357.568 0 2409646 71986 None code23 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Vol-1 (COMMON SCHEDULE OF RATES 2023-24) Supplying of TMT Steel Tonne 93929.85 93929.85 0.97 False None None False None False 91111.9545 0 2409647 71986 None code24 Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.MS Box Pipe 65x65x6mm MS Round 38mmx3mm Dia Pipe Kg 154.35 154.35 10940.95 False None None False None False 1688735.6325 0 2409648 71986 None code25 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. (Made of G.I. wire of dia 4 mm) providing pipe at top and bottom in between Pillars. Sqm 843.15 843.15 837.0 False None None False None False 705716.55 0 2409649 71986 None code26 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) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge 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. 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. Sqm 471.45 471.45 19.2 False None None False None False 9051.84 0 2409650 71986 None code27 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding Gate Kg 176.4 176.4 600.0 False None None False None False 105840.0 0 2409651 71986 None code28 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 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. Gate Sqm 175.35 175.35 60.0 False None None False None False 10521.0 0 2409652 71986 None code29 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. Sqm 182.7 182.7 19.2 False None None False None False 3507.84 0 2409653 71986 None code30 ROAD WORKS 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) (COMMON SCHEDULE OF RATES 2023-24) pg 8 Excavation for Box cutting for roads( Crest Thickness) Cum 107.1 107.1 12196.34 False None None False None False 1306228.014 0 2409654 71986 None code31 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3). (vol-I) (COMMON SCHEDULE OF RATES 2023-24) pg no 7 Construction of Embankment with Material Obtained from Roadway cutting Cum 124.95 124.95 12196.34 False None None False None False 1523932.683 0 2409655 71986 None code32 Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment,scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. (vol-3) (COMMON SCHEDULE OF RATES 2023-24) Compaction of original ground Sqm 110.25 110.25 27102.97 False None None False None False 2988102.4425 0 2409656 71986 None code33 Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material VOL - 3(COMMON SCHEDULE OF RATES 2023-24) Cum 2611.35 2611.35 4065.45 False None None False None False 10616312.8575 0 2409657 71986 None code34 Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (vol-3) (COMMON SCHEDULE OF RATES 2023-24) Cum 2686.95 2686.95 3116.92 False None None False None False 8375008.194 0 2409658 71986 None code35 Providing and laying Bituminous Macadam with 40/60 tph capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-40 @ 3.3% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction Cum 8069.25 8069.25 414.86 False None None False None False 3347609.055 0 2409659 71986 None code36 Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. (COMMON SCHEDULE OF RATES 2023-24) pg.no43 Cum 10659.6 10659.6 521.04 False None None False None False 5554077.984 0 2409660 71986 None code37 Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means - Prime Coat over WMM/WBM Sqm 43.05 43.05 17855.51 False None None False None False 768679.7055 0 2409661 71986 None code38 Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom - MoRTH - Sec 503 - Tack coat on Bituminous surface - Sqm 12.6 12.6 17855.51 False None None False None False 224979.426 0 2409662 71986 None code39 Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint onforming to IS:164:2015 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control Up to 10 cm in width Road Markings Sqm 213.15 213.15 730.94 False None None False None False 155799.861 0 2409663 71986 None code40 Supplying S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED)pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey.RCC NP3 Class pipe of 300 mm dia. (vol-5) (COMMON SCHEDULE OF RATES 2023-24) FOR ELECTRICAL LINES & SERVICES m 1398.6 1398.6 1112.74 False None None False None False 1556278.164 0 2409664 71986 None code41 Constructing brick masonry chamber of internal dimension 600x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover Vol-5 Nos 5030.55 5030.55 192.0 False None None False None False 965865.6 0 2409665 71986 None code42 Supply & fixing RCC Pre-cast Cover Slab of size 0.8 m x 0.8 m x 0.2m of M25-Design mix concrete with 12 mm steel @ 120 mm c/c both ways, over Gate valve extension spindle with central opening along with lid for smooth operation with appurtenances., complete with all lead and lifts Each 3034.5 3034.5 192.0 False None None False None False 582624.0 0 2409666 71986 None code43 Detailed Estimate for RCC Road Side Drain 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) (COMMON SCHEDULE OF RATES 2023-24) Cum 107.1 107.1 7857.43 False None None False None False 841530.753 0 2409667 71986 None code44 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 (VOL-1) (COMMON SCHEDULE OF RATES 2023-24) Cum 5947.2 5947.2 761.33 False None None False None False 4527781.776 0 2409668 71986 None code45 Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates COMMON SCHEDULE OF RATES 2023-24) (vol-1) (RATE INCLUDING CENTERING 35% ON CONCRETE ITEM) Basic rate: 6323.00 Cum 8962.85 8962.85 1421.22 False None None False None False 12738181.677 0 2409669 71986 None code46 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Vol-I (COMMON SCHEDULE OF RATES 2023-24) Tonne 93929.85 93929.85 40.02 False None None False None False 3759072.597 0 2409670 71986 None code47 CULVERT 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) (COMMON SCHEDULE OF RATES 2023-24) Cum 107.1 107.1 421.09 False None None False None False 45098.739 0 2409671 71986 None code48 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 (VOL-1) (COMMON SCHEDULE OF RATES 2023-24) Cum 5947.2 5947.2 28.86 False None None False None False 171636.192 0 2409672 71986 None code49 Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates COMMON SCHEDULE OF RATES 2023-24) (vol-1) (RATE INCLUDING CENTERING 20% ON CONCRETE ITEM) Basic rate: 6323.00 Cum 7966.98 7966.98 126.86 False None None False None False 1010691.0828 0 2409673 71986 None code50 Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( (Including & Centering according to sr 2023-24 pg no 116 & it no 13) COMMON SCHEDULE OF RATES 2023-24) (vol-1)(RATE INCLUDING CENTERING 20% ON CONCRETE ITEM) Basic rate: 6323.00 Cum 7966.98 7966.98 73.65 False None None False None False 586768.077 0 2409674 71986 None code51 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Vol-I (COMMON SCHEDULE OF RATES 2023-24) Consider 110kgs per Cum of Concrete Tonne 93929.85 93929.85 22.06 False None None False None False 2072092.491 0 2409675 71986 None code52 Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work (vol-III) (COMMON SCHEDULE OF RATES 2023-24) Filling of Sides of Excavation Cum 89.25 89.25 73.81 False None None False None False 6587.5425 0 2409676 71986 None code53 Detailed Estimate for OHT 1.50 Lakh Litres Capacity 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) (COMMON SCHEDULE OF RATES 2023-24) pg 8 For foundation 50% Cum 107.1 107.1 97.99 False None None False None False 10494.729 0 2409677 71986 None code54 Earth work excavation for pipeline trenchesby mechanical means above 600 mm (Depth upto 1.50m not exceeding 1.5m in width ) 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 100mm 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. For foundation 50% Cum 1176.0 1176.0 97.99 False None None False None False 115236.24 0 2409678 71986 None code55 Earth work excavation for pipeline trenchesby mechanical means above 600 mm (Depth upto 1.50m not exceeding 1.5m in width ) 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 100mm 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. 2 - 4 m depth For foundation 50% Cum 1255.8 1255.8 15.59 False None None False None False 19577.922 0 2409679 71986 None code56 Earth work excavation for pipeline trenchesby mechanical means above 600 mm (Depth upto 1.50m not exceeding 1.5m in width ) 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. 2 - 4 m depth For foundation 50% Cum 1176.0 1176.0 15.59 False None None False None False 18333.84 0 2409680 71986 None code57 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 (VOL-1) (COMMON SCHEDULE OF RATES 2023-24) for footing Cum 5947.2 5947.2 14.48 False None None False None False 86115.456 0 2409681 71986 None code58 Providing and laying in position 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. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (VOL-1) (COMMON SCHEDULE OF RATES 2023-24) (RATE INCLUDING CENTERING 3% ON CONCRETE ITEM) Basic rate: 6499.00 Footing-raft foundation,Ring beam-raft beam,column footing Cum 7028.67 7028.67 74.08 False None None False None False 520683.8736 0 2409682 71986 None code59 Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (VOL-1) (COMMON SCHEDULE OF RATES 2023-24) (RATE INCLUDING CENTERING 50% ON CONCRETE ITEM) Basic rate: 6605.00 Below ground level Cum 10402.88 10402.88 3.88 False None None False None False 40363.1744 0 2409683 71986 None code60 Providing and laying in position 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. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (VOL-1) (COMMON SCHEDULE OF RATES 2023-24) (RATE INCLUDING CENTERING 70% ON CONCRETE ITEM) Basic rate: 7007.000 Above GL upto 3.60 M height Cum 12507.5 12507.5 8.36 False None None False None False 104562.7 0 2409684 71986 None code61 Providing and laying in position 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. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (VOL-1) (COMMON SCHEDULE OF RATES 2023-24) (RATE INCLUDING CENTERING 70% ON CONCRETE ITEM) Basic rate: 7007.000 Cum 12632.57 12632.57 7.16 False None None False None False 90449.2012 0 2409685 71986 None code62 Providing and laying in position 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. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (VOL-1) (COMMON SCHEDULE OF RATES 2023-24) (RATE INCLUDING CENTERING 70% ON CONCRETE ITEM) Above 7.20 M upto 10.80 M height Cum 12757.64 12757.64 8.0 False None None False None False 102061.12 0 2409686 71986 None code63 Providing and laying in position 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. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (VOL-1) (COMMON SCHEDULE OF RATES 2023-24) (RATE INCLUDING CENTERING 70% ON CONCRETE ITEM) Above 10.80 M upto 14.40 M height Cum 12882.72 12882.72 1.54 False None None False None False 19839.3888 0 2409687 71986 None code64 Providing and laying in position 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. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (VOL-1) (COMMON SCHEDULE OF RATES 2023-24) (RATE INCLUDING CENTERING 60% ON CONCRETE ITEM) For Ring beam Cum 12124.91 12124.91 6.21 False None None False None False 75295.6911 0 2409688 71986 None code65 Providing and laying in position 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. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (VOL-1) (COMMON SCHEDULE OF RATES 2023-24) (RATE INCLUDING CENTERING 70% ON CONCRETE ITEM) Cum 12882.72 12882.72 13.35 False None None False None False 171984.312 0 2409689 71986 None code66 Providing and laying in position 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. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (VOL-1) (COMMON SCHEDULE OF RATES 2023-24) (RATE INCLUDING CENTERING 70% ON CONCRETE ITEM) Basic rate: 7007.000 Cum 12882.72 12882.72 17.96 False None None False None False 231373.6512 0 2409690 71986 None code67 Providing and laying in position 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. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (VOL-1) (COMMON SCHEDULE OF RATES 2023-24) (RATE INCLUDING CENTERING 70% ON CONCRETE ITEM) For Top dome Cum 12882.72 12882.72 10.31 False None None False None False 132820.8432 0 2409691 71986 None code68 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Vol-I (COMMON SCHEDULE OF RATES 2023-24)Supplying of TMT Steel Tonne 93929.85 93929.85 26.88 False None None False None False 2524834.368 0 2409692 71986 None code69 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 Vol-5 (COMMON SCHEDULE OF RATES 2023-24) MS angle of 65 x 65 x 10mm m 5041.05 5041.05 48.0 False None None False None False 241970.4 0 2409693 71986 None code70 Providing and fixing RCC final and ventilators as per approved design and specifications with form works and protected with wire mesh. The plinth to be of RCC circular pillars and canopy with an ornamental finish at top. The first 22.5 cms height to be covered with RCC panelling as per detailed drawings etc. with all lead and lifts and excluding reinforcement steel For over head tanks upto 2.5 lakhs capacity Each 6732.6 6732.6 1.0 False None None False None False 6732.6 0 2409694 71986 None code71 Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc Each 2247.0 2247.0 1.0 False None None False None False 2247.0 0 2409695 71986 None code72 Providing and fixing gauge with iron sheet or enamelled guage plate of 3mm to 4mm thick, 0.23 M width with copper floats indicators and flexible nylone wires, painting figures with approved enamel paint etc. with all lead and lifts, complete for: Each 6255.9 6255.9 1.0 False None None False None False 6255.9 0 2409696 71986 None code73 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 Each 12106.5 12106.5 1.0 False None None False None False 12106.5 0 2409697 71986 None code74 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 150mm dia. Nos 2487.45 2487.45 4.0 False None None False None False 9949.8 0 2409698 71986 None code75 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 . - 200mm Dia Nos 3369.45 3369.45 4.0 False None None False None False 13477.8 0 2409699 71986 None code76 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. - 150mm Dia m 5048.4 5048.4 60.0 False None None False None False 302904.0 0 2409700 71986 None code77 Supplying, laying of CI flanged pipe true to line / hoisting of CI flanged pipe conforming to IS 7181-1986 with latest comendments in position and aligning to correct plumb including cost of jointing material, conveying to work spot with all lead and lifts etc., complete - 200mm Dia m 6921.6 6921.6 18.0 False None None False None False 124588.8 0 2409701 71986 None code78 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 (COMMON SCHEDULE OF RATES 2023-24) (VOL-1) Quantity as per Item no.1 Cum 168.0 168.0 188.28 False None None False None False 31631.04 0 2409702 71986 None code79 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 L/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. (The gloss should be 50% @ 60 degree angle with 10 years life) (COMMON SCHEDULE OF RATES 2023-24) (VOL-2) Above GL upto 3.60 M height Sqm 165.9 165.9 76.46 False None None False None False 12684.714 0 2409703 71986 None code80 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 L/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. (The gloss should be 50% @ 60 degree angle with 10 years life) (COMMON SCHEDULE OF RATES 2023-24) (VOL-2) Above 3.60 M upto 7.20 M height Sqm 167.56 167.56 71.96 False None None False None False 12057.6176 0 2409704 71986 None code81 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 L/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. (The gloss should be 50% @ 60 degree angle with 10 years life) (COMMON SCHEDULE OF RATES 2023-24) (VOL-2) Above 7.20 M upto 10.80 M height Sqm 169.22 169.22 71.96 False None None False None False 12177.0712 0 2409705 71986 None code82 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 L/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. (The gloss should be 50% @ 60 degree angle with 10 years life) (COMMON SCHEDULE OF RATES 2023-24) (VOL-2 Above 10.80 M upto 14.40 M height Sqm 170.88 170.88 537.28 False None None False None False 91810.4064 0 2409706 71986 None code83 UGT/OHT (inside) waterproofing with Anti-microbial Coating Providing and Applying two component, water-based food grade epoxy resin coating on inside surface of Potable water tank having anti-algae, antifungal, Non-toxic, hygiene cum damp-proof coating Certified by CFTRI as per 21 CFR 175 300 of US FDA, having mixing Ratio (Base: Hardener: Water) 1:1:1 to be applied @ 0.35 Kg/m2 in 2 coats. Ensure that this coating is applied over the protective plaster, and that Item No. 4 is completed across the entire surface prior to applying the protective plaster. The Waterproofing material shall have Specific Gravity: 1.2, Water vapor permeance: 244.48 g/m2/24 hrs, as per IS 7809/Pt 2/1977, Adhesion strength: 2 N/mm2 as per ASTM D 4541: 02. The finished cost to include surface preparation completely as per specification. (COMMON SCHEDULE OF RATES 2023-24) (VOL-2) Sqm 1756.65 1756.65 244.48 False None None False None False 429465.792 0 2409707 71986 None code84 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) (COMMON SCHEDULE OF RATES 2023-24) (VOL-5) m 1393.35 1393.35 91.2 False None None False None False 127073.52 0 2409708 71986 None code85 PUMP ROOM / PUMP HOUSE 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) (COMMON SCHEDULE OF RATES 2023-24) Cum 107.1 107.1 10.8 False None None False None False 1156.68 0 2409709 71986 None code86 Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work (vol-III) (COMMON SCHEDULE OF RATES 2023-24) Cum 89.25 89.25 15.42 False None None False None False 1376.235 0 2409710 71986 None code87 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 (VOL-1) (COMMON SCHEDULE OF RATES 2023-24) Cum 5947.2 5947.2 1.51 False None None False None False 8980.272 0 2409711 71986 None code88 Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (VOL-2) (COMMON SCHEDULE OF RATES 2023-24) Cum 6515.25 6515.25 5.67 False None None False None False 36941.4675 0 2409712 71986 None code89 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth 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 Cum 8631.0 8631.0 11.43 False None None False None False 98652.33 0 2409713 71986 None code90 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 (RATE INCLUDING CENTERING 45% ON CONCRETE ITEM) Chejja's Cum 10418.47 10418.47 0.11 False None None False None False 1146.0317 0 2409714 71986 None code91 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 (RATE INCLUDING CENTERING 45% ON CONCRETE ITEM) Lintel Cum 10418.47 10418.47 0.41 False None None False None False 4271.5727 0 2409715 71986 None code92 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 (RATE INCLUDING CENTERING 50% ON CONCRETE ITEM) Basic RATE: 6843.00 Cum 10777.73 10777.73 1.13 False None None False None False 12178.8349 0 2409716 71986 None code93 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 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having a overall size of 60mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm X 58mm with GI reinforcement of 1mm for the frame and 1.5 mm for the sash. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with touch lock. Wall thickness of frame & sash shall be of 2-2.5 mm. Maximum possible size 1819mm x 1819mm (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) Sqm 5659.5 5659.5 3.24 False None None False None False 18336.78 0 2409717 71986 None code94 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 Sqm 309.75 309.75 52.2 False None None False None False 16168.95 0 2409718 71986 None code95 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Vol-I (COMMON SCHEDULE OF RATES 2023-24) Tonne 93929.85 93929.85 0.04 False None None False None False 3757.194 0 2409719 71986 None code96 Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary 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. Cum 371.7 371.7 43.8 False None None False None False 16280.46 0 2409720 71986 None code97 Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) 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 As per same as external plastering Sqm 93.45 93.45 52.2 False None None False None False 4878.09 0 2409721 71986 None code98 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer 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 As per same as internal plastering Sqm 143.85 143.85 43.8 False None None False None False 6300.63 0 2409722 71986 None code99 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. Sqm 182.7 182.7 5.04 False None None False None False 920.808 0 2409723 71986 None code100 Construction of Valve chambers 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) (COMMON SCHEDULE OF RATES 2023-24) Sluice Valve Cum 107.1 107.1 9.72 False None None False None False 1041.012 0 2409724 71986 None code101 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 (VOL-1) (COMMON SCHEDULE OF RATES 2023-24) Cum 5947.2 5947.2 0.97 False None None False None False 5768.784 0 2409725 71986 None code102 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 separately) M25 Design Mix Using 20 mm nominal size graded crushed coars aggregates (RATE INCLUDING CENTERING 3% ON CONCRETE ITEM) Basic rate: 6336.00 Cum 6852.38 6852.38 0.68 False None None False None False 4659.6184 0 2409726 71986 None code103 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (RATE INCLUDING CENTERING 50% ON CONCRETE ITEM) Basic rate: 5979.00 Cum 9416.93 9416.93 3.47 False None None False None False 32676.7471 0 2409727 71986 None code104 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Vol-I (COMMON SCHEDULE OF RATES 2023-24) at 120 Kg /Cum Tonne 93929.85 93929.85 0.5 False None None False None False 46964.925 0 2409728 71986 None code105 Supplying and fixing SFRC frame and cover conforming to IS 12592 (part I)-1988 and IS 12592 (part-II)- 1991 with latest amendment, including cutting slabs to the required size for the opening and fixing the cover in C.C. 1:2:4 and C.M. 1:3 plastering 20 mm thick to all exposed faces, curing for 10 days with all lead and lift with appurtenances. complete. Heavy Duty Set 2692.2 2692.2 12.0 False None None False None False 32306.4 0 2409729 71986 None code106 Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: 200 mm dia 6 kg/cm2 m 1170.75 1170.75 36.0 False None None False None False 42147.0 0 2409730 71986 None code107 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 (COMMON SCHEDULE OF RATES 2023-24) (VOL-1) Cum 168.0 168.0 3.6 False None None False None False 604.8 0 2409731 71986 None code108 UNDER GROUND DRANIGE 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) (COMMON SCHEDULE OF RATES 2023-24) pg 8 All type of soil by mechanical means (80%) Cum 107.1 107.1 9210.72 False None None False None False 986468.112 0 2409732 71986 None code109 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) (COMMON SCHEDULE OF RATES 2023-24) pg 8 In ordinary/soft rock without blasting 3 to 4.5 m depth 20% Cum 486.15 486.15 2302.68 False None None False None False 1119447.882 0 2409733 71986 None code110 Supplying UPVC FOAM CORE pipes conforming to IS 16098 P-1 2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. for: 160 mm Dia m 647.85 647.85 3477.84 False None None False None False 2253118.644 0 2409734 71986 None code111 Supplying UPVC FOAM CORE pipes conforming to IS 16098 P-1 2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. for: 200 mm Dia m 934.5 934.5 859.06 False None None False None False 802791.57 0 2409735 71986 None code112 Supplying UPVC FOAM CORE pipes conforming to IS 16098 P-1 2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. for: 250 mm Dia m 1436.4 1436.4 429.53 False None None False None False 616976.892 0 2409736 71986 None code113 Supplying UPVC FOAM CORE pipes conforming to IS 16098 P-1 2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. for: 315 mm Dia m 2271.15 2271.15 572.71 False None None False None False 1300710.3165 0 2409737 71986 None code114 Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm.Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm diaCirc. B M.H 1 M depth Each 30499.35 30499.35 34.0 False None None False None False 1036977.9 0 2409738 71986 None code115 Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm.Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm diaCirc. B M.H 2 M depth Each 63823.2 63823.2 29.0 False None None False None False 1850872.8 0 2409739 71986 None code116 Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm.Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm diaCirc. B M.H 3 M depth Each 93781.8 93781.8 15.0 False None None False None False 1406727.0 0 2409740 71986 None code117 Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm.Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm diaCirc. B M.H 4M depth Each 124649.7 124649.7 20.0 False None None False None False 2492994.0 0 2409741 71986 None code118 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 (COMMON SCHEDULE OF RATES 2023-24) (VOL-1) Cum 168.0 168.0 7050.21 False None None False None False 1184435.28 0 2409742 71986 None code119 Constructing brick masonry chamber of internal dimension 600x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover Vol-5 Plot Connection Nos 5030.55 5030.55 364.0 False None None False None False 1831120.2 0 2409743 71986 None code120 Supply & fixing RCC Pre-cast Cover Slab of size 0.8 m x 0.8 m x 0.2m of M25-Design mix concrete with 12 mm steel @ 120 mm c/c both ways, over Gate valve extension spindle with central opening along with lid for smooth operation with appurtenances., complete with all lead and lifts Plot Connection Each 3034.5 3034.5 364.0 False None None False None False 1104558.0 0 2409744 71986 None code121 Water Supply System Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. All kinds of soils. Depth upto 1.50m Cum 275.1 275.1 3718.92 False None None False None False 1023074.892 0 2409745 71986 None code122 Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc.Note: Upto 110mm dia Coil shall be used. For Grade PE80 PN6.0 200mm m 1510.95 1510.95 229.08 False None None False None False 346128.426 0 2409746 71986 None code123 Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc.Note: Upto 110mm dia Coil shall be used. For Grade PE80 PN6.0 160 mm m 1006.95 1006.95 343.63 False None None False None False 346018.2285 0 2409747 71986 None code124 Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc.Note: Upto 110mm dia Coil shall be used. For Grade PE80 PN6.0 110mm m 492.45 492.45 429.53 False None None False None False 211522.0485 0 2409748 71986 None code125 Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc.Note: Upto 110mm dia Coil shall be used. For Grade PE80 PN6.0 75mm m 257.25 257.25 859.06 False None None False None False 220993.185 0 2409749 71986 None code126 Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc.Note: Upto 110mm dia Coil shall be used. For Grade PE80 PN6.0 63mm m 198.45 198.45 1002.24 False None None False None False 198894.528 0 2409750 71986 None code127 Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS 1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) For PN-10:CI sluice valves PN 1.0 200mm Nos 30144.45 30144.45 3.0 False None None False None False 90433.35 0 2409751 71986 None code128 Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS 1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) For PN-10:CI sluice valves PN 1.0 150 mm Nos 18364.5 18364.5 4.0 False None None False None False 73458.0 0 2409752 71986 None code129 Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS 1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) For PN-10:CI sluice valves PN 1.0 100mm Nos 11428.2 11428.2 2.0 False None None False None False 22856.4 0 2409753 71986 None code130 Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS 1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) For PN-10:CI sluice valves PN 1.0 80mm Nos 10912.65 10912.65 1.0 False None None False None False 10912.65 0 2409754 71986 None code131 Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS 1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) For PN-10:CI sluice valves PN 1.0 50mm Nos 5811.75 5811.75 2.0 False None None False None False 11623.5 0 2409755 71986 None code132 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 150mm dia Nos 41170.5 41170.5 3.0 False None None False None False 123511.5 0 2409756 71986 None code133 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 100mm dia Nos 28990.5 28990.5 4.0 False None None False None False 115962.0 0 2409757 71986 None code134 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 80mm dia Nos 27660.15 27660.15 2.0 False None None False None False 55320.3 0 2409758 71986 None code135 Valve Chamber Constructing brick masonry chamber of internal dimension 600x600mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover.. Total no's Nos 5726.7 5726.7 25.0 False None None False None False 143167.5 0 2409759 71986 None code136 Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for:PVC pipes 25mm dia, 10 kg/sqcm & class 5 For Plot Connections m 50.4 50.4 2475.6 False None None False None False 124770.24 0 2409760 71986 None code137 For 25mm connections Providing and fixing of non-corrosive Engineering Plastic moulded composite strap saddle with Stainless steel 304 threaded metal inserted for trapping outlet suiting for different sizes of clear bore conforming to IS 554 wide strap with elestrometic insulation for proper grip around the DI pipe with SS 304 bolts and nuts. Saddle to have rubber SBR grade 30 ‘O’ ring around the tapping hole. All metal parts shall be made of SS 304 and saddle seal shall be of virgin rubber SBR grade 30/NBR (NSF 61 approved). Fastners shall be of stainless steel 202 NC rolled threaded. M12 with tightening torque 14-15 Kg-m. For 100mm dia. pipes: Total no's Nos 1011.15 1011.15 364.0 False None None False None False 368058.6 0 2409761 71986 None code138 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 (COMMON SCHEDULE OF RATES 2023-24) (VOL-1) Cum 168.0 168.0 3693.83 False None None False None False 620563.44 0 2409762 71986 None code139 Bore Well 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 or Schlumbergers’s 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 Geophysical investigation Nos 5552.4 5552.4 2.0 False None None False None False 11104.8 0 2409763 71986 None code140 Sinking of Bore wells of 6" (150 mm dia)Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for a) 0-50 Mtrs. m 388.5 388.5 100.0 False None None False None False 38850.0 0 2409764 71986 None code141 Sinking of Bore wells of 6" (150 mm dia) Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for b) 50-100Mtrs m 487.2 487.2 100.0 False None None False None False 48720.0 0 2409765 71986 None code142 Sinking of Bore wells of 6" (150 mm dia) Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for c) 100-150 Mtrs. m 517.65 517.65 100.0 False None None False None False 51765.0 0 2409766 71986 None code143 Sinking of Bore wells of 6" (150 mm dia) Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for c) 150-200 Mtrs. m 600.6 600.6 100.0 False None None False None False 60060.0 0 2409767 71986 None code144 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 Casing m 2029.65 2029.65 60.0 False None None False None False 121779.0 0 2409768 71986 None code145 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 Casing Collar Nos 157.5 157.5 20.0 False None None False None False 3150.0 0 2409769 71986 None code146 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 Casing Cap Nos 172.2 172.2 2.0 False None None False None False 344.4 0 2409770 71986 None code147 Raising Main from Bore well to main Connection Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, includ ing setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavat ed surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m in cluding cost of labour, tools, usage& other appurtenances required to complete the work. All kinds of soil Raising Main from Bore well to Connectin Cum 275.1 275.1 192.0 False None None False None False 52819.2 0 2409771 71986 None code148 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 (COMMON SCHEDULE OF RATES 2023-24) (VOL-1) Cum 168.0 168.0 192.0 False None None False None False 32256.0 0 2409772 71986 None code149 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 3 HP g) 7.50 HP - 90 LPM @ 165 m = 16 STG Outlet Dia - 2.00" Nos 42850.5 42850.5 2.0 False None None False None False 85701.0 0 2409773 71986 None code150 Providing, Laying and Fixing GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For Heavy Duty GI pipe: 32mm dia m 350.7 350.7 20.0 False None None False None False 7014.0 0 2409774 71986 None code151 Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc.Note: Upto 110mm dia Coil shall be used. For Grade PE80 PN6.0 : 63 mm (150m upto NR valve +350m to main Connection) m 198.45 198.45 700.0 False None None False None False 138915.0 0 2409775 71986 None code152 PUMP RAISING MAIN - UGS TO OHT 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 3 HP g) 7.50 HP - 90 LPM @ 165 m = 16 STG Outlet Dia - 2.00" Nos 42850.5 42850.5 1.0 False None None False None False 42850.5 0 2409776 71986 None code153 Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments. 1x3x4 Sqm m 141.75 141.75 500.0 False None None False None False 70875.0 0 2409777 71986 None code154 Supply and delivery at site GM (copper alloy) gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark. For 50 mm dia GM (Copper alloy) Gate valves Nos 1772.4 1772.4 1.0 False None None False None False 1772.4 0 2409778 71986 None code155 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 (IT NO 28.1 PG NO 162 )(COMMON SCHEDULE OF RATES 2021-22) VOL-V For 50 mm dia Nos 1312.5 1312.5 1.0 False None None False None False 1312.5 0 2409779 71986 None code156 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 e NOTE: 1) DOLDirect Online Starter 2) S-D- Star Delta Starter (6 to 15 HP pumps) IT NO 30.2 & PG NO-162 (COMMON SCHEDULE OF RATES 2023-24) VOL-V 6 to 15 HP pumps Nos 18375.0 18375.0 1.0 False None None False None False 18375.0 0 2409780 71986 None code157 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. ( IT NO 38 & PG NO-163 ,VOL-V)(COMMON SCHEDULE OF RATES 2021-22) Job 6825.0 6825.0 1.0 False None None False None False 6825.0 0 2409781 71986 None code158 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. (IT NO 31 & PG NO 162VOL-V) (COMMON SCHEDULE OF RATES 2021-22) 2 KVAR 1set Kvar 577.5 577.5 1.0 False None None False None False 577.5 0 2409782 71986 None code159 Providing, Laying and Fixing GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For Heavy Duty GI pipe: (Heavy Duty GI pipe of 50mm dia (VOL-V) (COMMON SCHEDULE OF RATES 2023-24) Light Duty GI pipe of 50mm dia m 464.1 464.1 1.0 False None None False None False 464.1 0 2409783 71986 None code160 Providing wrought mild steel (galvanized) 15 mm dia GI collar confirming to IS 1239-II, 1991 with latest amendments if any. (VOL-V) (COMMON SCHEDULE OF RATES 2023-24) Nos 61.95 61.95 1.0 False None None False None False 61.95 0 2409784 71986 None code161 Providing main connection from pole PVC insulated sheathed steel wire cable in GI pipe as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit. (IT NO 43 & pg no -164,vol-v) (COMMON SCHEDULE OF RATES 2021-22) m 141.75 141.75 1.0 False None None False None False 141.75 0 2409785 71986 None code162 Fabricating supplying and mounting MS box made out....SWG suitable for floor/wall mounting,fully weatherproof 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 with7 tanks treatment with powder coated paintand finally finished with approved colour etc., complete. 14 SWG Sq CM 0.53 0.53 6000.0 False None None False None False 3180.0 0 2409786 71986 None code163 supplying of TPST with rewirable porcelain channels in SM enclosure.Made out of 14SWG powder coated paint of approved colour. Nos 4403.63 4403.63 1.0 False None None False None False 4403.63 0 2409787 71986 None code164 Supplying and fixing polished wood board made of not less than 15mm thick plank on both sides made out of not more than 2 pieeces and fixing the same to the wall using tampered inverted wooden pluges screws etc.., (20"x20"x2.5") Nos 342.44 342.44 1.0 False None None False None False 342.44 0 2409788 71986 None code165 Supplying and fixing HRC fuse units base on existing switch/panel board (b)63A to 125 amps., 100 to 300 A Nos 964.95 964.95 1.0 False None None False None False 964.95 0 2409789 71986 None code166 Wiring for lighting/power circuit using one of FRL SPVC insulated 1100V grade,multi strand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:2010 m 175.35 175.35 1.0 False None None False None False 175.35 0 2409790 71986 None code167 Supplying and wiring adopting loop system in existing PVC conduit/casing caping using copper PVC insulated multi stand 2x1.50sqmm copper wire with a 6 Amps flush type SP control switch shall be fixed on the existing plastic sheet / box, the other end of the wire shall be terminated with sufficient loose length in awood/PVC round block complete for each outlet, point wiring using class B materials (a) short p[oint upto 3 mtr., tapping point to out let via switch box (VOL 6) m 299.25 299.25 1.0 False None None False None False 299.25 0 2409791 71986 None code168 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.(VOL-VI)(COMMON SCHEDULE OF RATES 2021-22) Job 3685.5 3685.5 1.0 False None None False None False 3685.5 0 2409792 71986 None code169 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) (COMMON SCHEDULE OF RATES 2023-24) pg 8 In all kinds of soils Depth upto 3 m Cum 107.1 107.1 10.62 False None None False None False 1137.402 0 2409793 71986 None code170 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 (VOL-1) (COMMON SCHEDULE OF RATES 2023-24) PCC FOR RING Cum 5947.2 5947.2 0.13 False None None False None False 773.136 0 2409794 71986 None code171 Supplying to work spot rolling, lowering and placing in position RCC perforated rings in the already excavated pit including loading and unloading at both the destinations with all lead and lift with appurtenances., complete. ((COMMON SCHEDULE OF RATES 2021-22)VOL-V) 900 X 1100 MM Each 6464.85 6464.85 8.0 False None None False None False 51718.8 0 2409795 71986 None code172 Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates COMMON SCHEDULE OF RATES 2023-24) (vol-1) for roof Cum 6639.15 6639.15 0.44 False None None False None False 2921.226 0 2409796 71986 None code173 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Vol-I (COMMON SCHEDULE OF RATES 2023-24) considering 75kg/cum Tonne 93929.85 93929.85 0.63 False None None False None False 59175.8055 0 2409797 71986 None code174 Stone Boulders 300m (VOL-1) Cum 700.35 700.35 1.77 False None None False None False 1239.6195 0 2409798 71986 None code175 Providing laying& compacting filling 40mm and downsize jelly (VOL-1) Alround outside the Ring GRAVEL FILLING Cum 1249.5 1249.5 6.5 False None None False None False 8121.75 0 2409799 71986 None code176 Providing laying& compacting filling 20mm and downsize jelly (VOL-1) Cum 1399.65 1399.65 1.06 False None None False None False 1483.629 0 2409800 71986 None code177 Providing laying& compacting filling 10mm and downsize jelly (VOL-1) Cum 1430.1 1430.1 1.06 False None None False None False 1515.906 0 2409801 71986 None code178 Sand Filling in Wells complete as per Drawing and Technical Specifications. coarse sand Cum 2710.05 2710.05 1.77 False None None False None False 4796.7885 0 2409802 71986 None code179 Supplying S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing) RCC NP3 Class pipe of 300 mm dia.(COMMON SCHEDULE OF RATES 2021-22) (VOL-V) 300 mm dia m 1398.6 1398.6 6.0 False None None False None False 8391.6 0 2409803 71986 None code180 STP CIVIL 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) (COMMON SCHEDULE OF RATES 2023-24) ( 50% of Total Qty) Cum 107.1 107.1 186.5 False None None False None False 19974.15 0 2409804 71986 None code181 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) (COMMON SCHEDULE OF RATES 2023-24) In disintegrated Soft rock Wiothout Blasting 1.50 to 3m manual means ( 40 %) Cum 446.25 446.25 186.5 False None None False None False 83225.625 0 2409805 71986 None code182 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 (VOL-1) (COMMON SCHEDULE OF RATES 2023-24) Cum 5947.2 5947.2 9.0 False None None False None False 53524.8 0 2409806 71986 None code183 Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (vol-1) (COMMON SCHEDULE OF RATES 2023-24) pg 15 (RATE INCLUDING CENTERING 3%for raft foundation,50% for salb and 60% for beam) ON CONCRETE ITEM) Raft Cum 7008.12 7008.12 45.94 False None None False None False 321953.0328 0 2409807 71986 None code184 Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (vol-1) (COMMON SCHEDULE OF RATES 2023-24) pg 15 (RATE INCLUDING CENTERING 3%for raft foundation,50% for salb and 60% for beam) ON CONCRETE ITEM) Plant Room Slab Cum 10206.0 10206.0 11.48 False None None False None False 117164.88 0 2409808 71986 None code185 Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (vol-1) (COMMON SCHEDULE OF RATES 2023-24) pg 15 (RATE INCLUDING CENTERING 3%for raft foundation,50% for salb and 60% for beam) ON CONCRETE ITEM) Plant Room SlabV Lintel Beam Cum 10886.4 10886.4 1.62 False None None False None False 17635.968 0 2409809 71986 None code186 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 (COMMON SCHEDULE OF RATES 2023-24) (VOL-1) as per same as excavated qty Cum 168.0 168.0 186.5 False None None False None False 31332.0 0 2409810 71986 None code187 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/Cum and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications- (It.No. 6.34, Page No.17, Volume-II) Extra for wall pump Room Cum 1375.5 1375.5 309.52 False None None False None False 425744.76 0 2409811 71986 None code188 Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary 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.For wall pump Room Sqm 371.7 371.7 184.3 False None None False None False 68504.31 0 2409812 71986 None code189 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6kg per m2 to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge Bottom Sqm 857.85 857.85 221.74 False None None False None False 190219.659 0 2409813 71986 None code190 Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) 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 Pump Room Sqm 93.45 93.45 267.5 False None None False None False 24997.875 0 2409814 71986 None code191 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Vol-I (COMMON SCHEDULE OF RATES 2023-24) Assumed 150kg/cum concrete Tonne 93929.85 93929.85 0.24 False None None False None False 22543.164 0 2409815 71986 None code192 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 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having a overall size of 60mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm X 58mm with GI reinforcement of 1mm for the frame and 1.5 mm for the sash. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with touch lock. Wall thickness of frame & sash shall be of 2-2.5 mm. Maximum possible size 1819mm x 1819mm (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) Sqm 5659.5 5659.5 7.2 False None None False None False 40748.4 0 2409816 71986 None code193 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (VOL-2 It.no-11.5.1,P.no-75) Kg 4701.9 4701.9 4.2 False None None False None False 19747.98 0 2409817 71986 None code194 Providing and fixing M.S. grills of required pattern in frames of win dows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc Kg 192.15 192.15 151.2 False None None False None False 29053.08 0 2409818 71986 None code195 Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) 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 Sqm 93.45 93.45 676.54 False None None False None False 63222.663 0 2409819 71986 None code196 Providing and fixing to wall, ceiling and floor unplasticised 160mm dia PVC 6 kgs/sqcm working pressure with pipe fittings, wall clips etc., and making good the wall, ceiling and floor for sanitary pipelines including cost of all materials, labour charges, HOM of acquirements and testing complete as per specifications.Sludge drying bed m 648.9 648.9 89.5 False None None False None False 58076.55 0 2409820 71986 None code197 Sand Filling in Wells complete as per Drawing and Technical Specifications. Sludge drying bed Cum 2710.05 2710.05 45.0 False None None False None False 121952.25 0 2409821 71986 None code198 Tubular Steel Railing on Medium Weight Steel Channel (ISMC series) 100 mm x 50 mm:-Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings m 2073.75 2073.75 30.0 False None None False None False 62212.5 0 2409822 71986 None code199 PART - A Providing 2 pole structure at tapping point near 11KV HT yard MATERIAL COST RCCDDP structure using 9mts RCC poles with W/L Set 21974.4 21974.4 1.0 False None None False None False 21974.4 0 2409823 71986 None code200 11kv class 3CX 400sqmm XLPE UG cable(round armoured UG cable) Km 2621291.4 2621291.4 0.12 False None None False None False 314554.968 0 2409824 71986 None code201 Cable termination kit outdoor HS type suitable for 3x400sqmm cable Kit 5625.9 5625.9 4.0 False None None False None False 22503.6 0 2409825 71986 None code202 Cable covering tiles 250x125x 40mm Nos 10.76 10.76 400.0 False None None False None False 4304.0 0 2409826 71986 None code203 Sand cm 1875.3 1875.3 6.0 False None None False None False 11251.8 0 2409827 71986 None code204 RCC Hume pipe 2000mm long 150mm dia Nos 322.35 322.35 10.0 False None None False None False 3223.5 0 2409828 71986 None code205 collars for RCC hume Pipes Nos 86.1 86.1 10.0 False None None False None False 861.0 0 2409829 71986 None code206 GI pipe 150mm dia for cable raising m 1946.7 1946.7 16.0 False None None False None False 31147.2 0 2409830 71986 None code207 Route and joint indicating stones Nos 139.65 139.65 10.0 False None None False None False 1396.5 0 2409831 71986 None code208 Guy set complete with NO 15 strain insulator and correcting materials Set 1228.5 1228.5 4.0 False None None False None False 4914.0 0 2409832 71986 None code209 11kv 400amps double break gos Set 22323.0 22323.0 1.0 False None None False None False 22323.0 0 2409833 71986 None code210 H FRAME for mounting Gos Nos 4548.6 4548.6 1.0 False None None False None False 4548.6 0 2409834 71986 None code211 11kv lightning arresters, metal aside 9kv,5KA polymeric type with ground connection (set/3Nos) Set 4989.6 4989.6 1.0 False None None False None False 4989.6 0 2409835 71986 None code212 Earthing materials pipe type for grounding with all accessories Set 1815.45 1815.45 1.0 False None None False None False 1815.45 0 2409836 71986 None code213 coyote ACSR conductor for Jumps m 145.95 145.95 50.0 False None None False None False 7297.5 0 2409837 71986 None code214 caution /danger board Nos 157.5 157.5 2.0 False None None False None False 315.0 0 2409838 71986 None code215 Anticipating Devices(12mm GI barbed wire) Kg 93.45 93.45 4.0 False None None False None False 373.8 0 2409839 71986 None code216 Spiral earth electrode Nos 250.95 250.95 2.0 False None None False None False 501.9 0 2409840 71986 None code217 LABOUR CHARGES Erection of mts RCCDP structure Set 5640.6 5640.6 1.0 False None None False None False 5640.6 0 2409841 71986 None code218 Laying of cable in trench 400 Sqmm Km 69342.0 69342.0 0.01 False None None False None False 693.42 0 2409842 71986 None code219 Retiling and consolidation cm 168.0 168.0 50.0 False None None False None False 8400.0 0 2409843 71986 None code220 Making of cable termination kit Kit 2790.9 2790.9 8.0 False None None False None False 22327.2 0 2409844 71986 None code221 Covering the cable with tiles Km 4585.35 4585.35 0.1 False None None False None False 458.535 0 2409845 71986 None code222 Spreading sand and forming with sand round the ca Km 15550.5 15550.5 0.1 False None None False None False 1555.05 0 2409846 71986 None code223 Laying of RCC hume pipe m 72.45 72.45 20.0 False None None False None False 1449.0 0 2409847 71986 None code224 Laying of GI pipe m 97.65 97.65 16.0 False None None False None False 1562.4 0 2409848 71986 None code225 Laying route and joint indicating stones Nos 121.8 121.8 10.0 False None None False None False 1218.0 0 2409849 71986 None code226 Fixing of guyset with no 15 strain insulator turn buckle and anchor rod Set 622.65 622.65 4.0 False None None False None False 2490.6 0 2409850 71986 None code227 Erection of 11kv 400A D/B gos Set 1274.7 1274.7 1.0 False None None False None False 1274.7 0 2409851 71986 None code228 Erection of H frame for mounting gos Nos 339.15 339.15 1.0 False None None False None False 339.15 0 2409852 71986 None code229 Fixing of 11kv lighting arrestors (slt/3nos) Set 124.95 124.95 1.0 False None None False None False 124.95 0 2409853 71986 None code230 Providing earthing Nos 996.45 996.45 1.0 False None None False None False 996.45 0 2409854 71986 None code231 Fixing of caution /danger board Nos 84.0 84.0 2.0 False None None False None False 168.0 0 2409855 71986 None code232 Providing anti climbing devises Kg 44.1 44.1 2.0 False None None False None False 88.2 0 2409856 71986 None code233 Fixing of spiral earth electrode Nos 97.65 97.65 2.0 False None None False None False 195.3 0 2409857 71986 None code234 correcting of guyset with boulder mud & sand Nos 262.5 262.5 4.0 False None None False None False 1050.0 0 2409858 71986 None code235 Painting of 9mtrs RCCDP structure pole Nos 1008.0 1008.0 2.0 False None None False None False 2016.0 0 2409859 71986 None code236 correcting of 9mtrs RCC poles a) Base connecting 1 4 8 ,500x650x150mm Nos 327.6 327.6 2.0 False None None False None False 655.2 0 2409860 71986 None code237 b) pole converting in 1 2 4, 650x500x1700mm Nos 4719.75 4719.75 2.0 False None None False None False 9439.5 0 2409861 71986 None code238 c) pole coping in CC 1 2 4 and as per actual Nos 327.6 327.6 2.0 False None None False None False 655.2 0 2409862 71986 None code239 PART - B Laying of 11KV 3CX240 sqmm XLPE UG Cable from existing DP structure to compact RMU MATERIAL COST 11KV 3X240 SQMM XLPE UG cable Km 1738850.4 1738850.4 2.0 False None None False None False 3477700.8 0 2409863 71986 None code240 Straight through jointing kit HS type suitable for 3x400 sqmm UG cable Nos 9251.55 9251.55 6.0 False None None False None False 55509.3 0 2409864 71986 None code241 Cable termination kit outdoor HS type suitable for 3x400 sqmm UG cable Kit 5583.9 5583.9 4.0 False None None False None False 22335.6 0 2409865 71986 None code242 Cable termination kit indoor HS type suitable for 3x400 sqmm UG cable Kit 4925.55 4925.55 4.0 False None None False None False 19702.2 0 2409866 71986 None code243 Cable covering tiles 250x125x40mm Nos 10.76 10.76 8000.0 False None None False None False 86080.0 0 2409867 71986 None code244 sand cm 1875.3 1875.3 120.0 False None None False None False 225036.0 0 2409868 71986 None code245 RCC hume pipe 2000mm long 150mm dia Nos 322.35 322.35 60.0 False None None False None False 19341.0 0 2409869 71986 None code246 Collars for RCC hume pipe Nos 86.1 86.1 60.0 False None None False None False 5166.0 0 2409870 71986 None code247 GI pipe 150mm dia for drain crossing /cable raising m 1296.75 1296.75 30.0 False None None False None False 38902.5 0 2409871 71986 None code248 Route and joint indicating stones Nos 139.65 139.65 40.0 False None None False None False 5586.0 0 2409872 71986 None code249 End terminates (lugs ) for cable of 3Cx400sqmm. Nos 98.7 98.7 60.0 False None None False None False 5922.0 0 2409873 71986 None code250 LABOUR CHARGES Cable trench excavation,1000 x 0.06 x 1 m. = 600 cm 275.1 275.1 120.0 False None None False None False 33012.0 0 2409874 71986 None code251 Laying of cable in trench, 3C x 240sqmm Km 69342.0 69342.0 2.0 False None None False None False 138684.0 0 2409875 71986 None code252 Refilling and consolidation cm 168.0 168.0 1100.0 False None None False None False 184800.0 0 2409876 71986 None code253 Making of straight through Jointing kits Nos 2990.4 2990.4 6.0 False None None False None False 17942.4 0 2409877 71986 None code254 Making of cable terminations (outdoor / indoor) Nos 2790.9 2790.9 8.0 False None None False None False 22327.2 0 2409878 71986 None code255 Covering the cable with tiles Km 4585.35 4585.35 2.0 False None None False None False 9170.7 0 2409879 71986 None code256 Spreading sand and forming with sand round the cable Km 15550.5 15550.5 2.0 False None None False None False 31101.0 0 2409880 71986 None code257 Laying of RCC hume pipes m 72.45 72.45 120.0 False None None False None False 8694.0 0 2409881 71986 None code258 Laying of GI pipe m 97.65 97.65 30.0 False None None False None False 2929.5 0 2409882 71986 None code259 Laying of route and Joint indicative stones Nos 121.8 121.8 40.0 False None None False None False 4872.0 0 2409883 71986 None code260 Labour charges for horizontal drilling with 6inches bore size with H.D.P.E pipe m 996.45 996.45 200.0 False None None False None False 199290.0 0 2409884 71986 None code261 PART - C Providing 3 way compact RMU 11KV class ST-6/VCB type (1 Incomer + 1 Breaker + 1 Outgoing) MATERIAL COST RMU 3way (20D + lvl) 350MVA, 630Amps Nos 577027.5 577027.5 1.0 False None None False None False 577027.5 0 2409885 71986 None code262 Bed concreting with cc 1:2:4 cm 6555.15 6555.15 0.48 False None None False None False 3146.472 0 2409886 71986 None code263 Foundation with reinforcement cm 6555.15 6555.15 1.08 False None None False None False 7079.562 0 2409887 71986 None code264 providing reinforcement Kg 76.65 76.65 30.0 False None None False None False 2299.5 0 2409888 71986 None code265 providing plinth with CC 1:2:4 cm 6555.15 6555.15 20.0 False None None False None False 131103.0 0 2409889 71986 None code266 construction of store masonry cm 6708.45 6708.45 0.43 False None None False None False 2884.6335 0 2409890 71986 None code267 Supply of frame of MS channel 100x 50mm and MS angle 40x40x5mm and welding etc complete Kg 71.4 71.4 40.0 False None None False None False 2856.0 0 2409891 71986 None code268 Rod type earthing with 40mm dia 3mts long MS rod as per specification Nos 3277.05 3277.05 2.0 False None None False None False 6554.1 0 2409892 71986 None code269 Lettering the RMU with enamel paint and also writing single line diagram of each panel caution board danger board etc including cost of paint, brush etc including cost of paint, brush Nos 1009.05 1009.05 1.0 False None None False None False 1009.05 0 2409893 71986 None code270 LABOUR CHARGES Earthwork excavation for RMU: Foundation depositing of earth on bank up to load of 50mts and with a lift up to lead of 50mts cm 275.1 275.1 4.38 False None None False None False 1204.938 0 2409894 71986 None code271 Labour charges for fixing of foundation frame of MS channel 100x50mm and MS angle 40x40x5mm ,welding ,fixing in concrete,aligning the RMU on foundation bed assembly of units connecting busbars from panel to panel etc complete Nos 5014.8 5014.8 3.0 False None None False None False 15044.4 0 2409895 71986 None code272 PART - D Providing compact RMU 11KV class SF6/VCB type (1VL) MATERIAL COST RMU 1VL 350 MVA 630 Amps Nos 203656.95 203656.95 2.0 False None None False None False 407313.9 0 2409896 71986 None code273 Bed concreting with CC 1:2:4 cm 6555.15 6555.15 0.32 False None None False None False 2097.648 0 2409897 71986 None code274 Foundation with reinforcement CC 1:2:4 cm 6555.15 6555.15 1.0 False None None False None False 6555.15 0 2409898 71986 None code275 Providing reinforcement Kg 76.65 76.65 20.0 False None None False None False 1533.0 0 2409899 71986 None code276 Providing Plinth with CC 1:2:4 cm 6555.15 6555.15 0.04 False None None False None False 262.206 0 2409900 71986 None code277 Construction of stone masonry cm 6708.45 6708.45 0.25 False None None False None False 1677.1125 0 2409901 71986 None code278 Supply of frame of MS channel 100x50mm and MS angle 40x40x5cm welding etc complete Kg 71.4 71.4 24.0 False None None False None False 1713.6 0 2409902 71986 None code279 Rod type earthing with 40mm dia 3mts long MS rod as per specification Nos 3277.05 3277.05 4.0 False None None False None False 13108.2 0 2409903 71986 None code280 Lettering RMU with enamel paint and also writing single line diagram of each panel caution board etc including cost of paint brush etc Nos 1009.05 1009.05 2.0 False None None False None False 2018.1 0 2409904 71986 None code281 LABOUR CHARGES Earth work excavation for RMU with enamel paint and also writing single line diagram of each panel caution board danger board etc including cost of paint ,brush etc . cm 275.1 275.1 2.5 False None None False None False 687.75 0 2409905 71986 None code282 Labour charges for fixing foundation frame of MS channel 100x 50mm and MS angle 40x40x5mm,welding fixing in concrete aligning the RMU on foundation bed assembly of units ,connecting busbars from panel etc complete Nos 5014.8 5014.8 2.0 False None None False None False 10029.6 0 2409906 71986 None code283 PART - E Erection of 3phase 11kv /433 volts 100KVA distribution transformer structure on 11mts spun pole with 3 GOS system and transformer mounted on masonry platform (excluding cost of transformer ) MATERIAL COST Spun pole 11mts long Nos 18587.1 18587.1 13.0 False None None False None False 241632.3 0 2409907 71986 None code284 single pole transformer structure kit with there 'H' frames with out transformer seating and sealing angle support cross ams for 100 kva(UG cable) transformer -MS Set 22126.65 22126.65 13.0 False None None False None False 287646.45 0 2409908 71986 None code285 HT single top supports with bolts ,nuts and wa Set 147.0 147.0 39.0 False None None False None False 5733.0 0 2409909 71986 None code286 11kv 5kv polymeric pin insulators (24mmdia F Nos 215.25 215.25 39.0 False None None False None False 8394.75 0 2409910 71986 None code287 Rabbit ACSR conductor for jumps m 48.54 48.54 650.0 False None None False None False 31551.0 0 2409911 71986 None code288 Alkathene tube 19mm dia and in coils of 30mt-Coil Set 542.85 542.85 26.0 False None None False None False 14114.1 0 2409912 71986 None code289 GI wire 10 SWG Kg 83.15 83.15 65.0 False None None False None False 5404.75 0 2409913 71986 None code290 Guy wire 7/10 SWG Kg 81.09 81.09 130.0 False None None False None False 10541.7 0 2409914 71986 None code291 GI pipe 100mm dia m 1296.75 1296.75 130.0 False None None False None False 168577.5 0 2409915 71986 None code292 PVC pipe 150mm dia m 533.4 533.4 260.0 False None None False None False 138684.0 0 2409916 71986 None code293 PVC bend 150mm dia Nos 162.83 162.83 104.0 False None None False None False 16934.32 0 2409917 71986 None code294 PVC pipe 25mm dia m 27.3 27.3 520.0 False None None False None False 14196.0 0 2409918 71986 None code295 11kv solid core type HG tube unit (set/3nos) Set 1122.45 1122.45 13.0 False None None False None False 14591.85 0 2409919 71986 None code296 11kv 200 amps single break Gos Set 9922.5 9922.5 39.0 False None None False None False 386977.5 0 2409920 71986 None code297 Earthing materials - pip type for grounding Set 1815.45 1815.45 39.0 False None None False None False 70802.55 0 2409921 71986 None code298 horizontal cross arms Nos 390.6 390.6 52.0 False None None False None False 20311.2 0 2409922 71986 None code299 M.S Fish plate Nos 81.9 81.9 117.0 False None None False None False 9582.3 0 2409923 71986 None code300 Caution /danger board Nos 157.5 157.5 13.0 False None None False None False 2047.5 0 2409924 71986 None code301 Ant climbing devices (12mts GI barbed wire) Kg 93.45 93.45 26.0 False None None False None False 2429.7 0 2409925 71986 None code302 11kv lightning arrestors metal oxide 9kv ,5kv polymeric type with ground connectors (set/3nos) Set 4989.6 4989.6 13.0 False None None False None False 64864.8 0 2409926 71986 None code303 PVC insulation tape in roll of 10mtrs - roll Roll 15.75 15.75 39.0 False None None False None False 614.25 0 2409927 71986 None code304 LABOUR CHARGES Erection of spun pole 11mts long Nos 4671.45 4671.45 13.0 False None None False None False 60728.85 0 2409928 71986 None code305 Erection of single pole transformer structure Set 3005.1 3005.1 13.0 False None None False None False 39066.3 0 2409929 71986 None code306 Fixing of ht single top supports Set 117.6 117.6 39.0 False None None False None False 4586.4 0 2409930 71986 None code307 Connecting materials for 11mts spun pole : a) Base concreting 1:4:8,1000x1000x150mm Nos 982.8 982.8 13.0 False None None False None False 12776.4 0 2409931 71986 None code308 b) Pole concreting 1:2:4,1000x1000x2500mm Nos 16388.4 16388.4 13.0 False None None False None False 213049.2 0 2409932 71986 None code309 c) coping of 1:2:4 and as per actual Nos 2490.6 2490.6 13.0 False None None False None False 32377.8 0 2409933 71986 None code310 Fixing of HG Fuse unit(set /3nos) Set 248.85 248.85 13.0 False None None False None False 3235.05 0 2409934 71986 None code311 Fixing of 200 Amp single break gos Set 1159.2 1159.2 13.0 False None None False None False 15069.6 0 2409935 71986 None code312 Fixing of earthings Set 996.45 996.45 39.0 False None None False None False 38861.55 0 2409936 71986 None code313 Fixing of caution / danger board Nos 84.0 84.0 13.0 False None None False None False 1092.0 0 2409937 71986 None code314 Fixing of ant climbing devises Kg 44.1 44.1 26.0 False None None False None False 1146.6 0 2409938 71986 None code315 Fixing of lightning arrestors (set /3nos) Set 124.95 124.95 13.0 False None None False None False 1624.35 0 2409939 71986 None code316 construction of platform : construction of platform (1.5x1.5x 1.2) mts in size store masonry including cost of material and labour Nos 31879.05 31879.05 13.0 False None None False None False 414427.65 0 2409940 71986 None code317 Providing chain link fencing 50 mm size of 8 gauge properly stretched between rectangular pole and fixed with suitable bolt and nuts including cost of materials and labour Sqm 1036.35 1036.35 650.0 False None None False None False 673627.5 0 2409941 71986 None code318 PART - F Laying of 11kv 3c 240sqmmXLPE,UG cable using conventional laying with excavation in soil from RMC to transformer centre MATERIAL COST 11Kv class 3C X 240sqmmX LPE, UG cable Km 1738850.4 1738850.4 1.3 False None None False None False 2260505.52 0 2409942 71986 None code319 Straight through jointing kits HS type suitable for 3X240sqm Cable Nos 9251.55 9251.55 18.0 False None None False None False 166527.9 0 2409943 71986 None code320 Cable termination kit outdoor HS type suitable for 3X240sqm Cable Kit 5583.9 5583.9 26.0 False None None False None False 145181.4 0 2409944 71986 None code321 Cable termination kit indoor HS type suitable for 3X240sqm Cable Kit 4925.55 4925.55 26.0 False None None False None False 128064.3 0 2409945 71986 None code322 Cable covering tiles 250X125X40mm Nos 10.76 10.76 10000.0 False None None False None False 107600.0 0 2409946 71986 None code323 Artificial / M Sand cm 1875.3 1875.3 150.0 False None None False None False 281295.0 0 2409947 71986 None code324 RCC hume pipes 2000mm long 150mm dia Nos 322.35 322.35 80.0 False None None False None False 25788.0 0 2409948 71986 None code325 Collars for RCC Hume pipes Nos 86.1 86.1 80.0 False None None False None False 6888.0 0 2409949 71986 None code326 GI pipe 100mm dia for drain crossing/cable raising etc. m 1296.75 1296.75 208.0 False None None False None False 269724.0 0 2409950 71986 None code327 Route and Joint indicating stones Nos 139.65 139.65 80.0 False None None False None False 11172.0 0 2409951 71986 None code328 Aliminium end terminates (lugs) 240sqmm Nos 64.05 64.05 150.0 False None None False None False 9607.5 0 2409952 71986 None code329 LABOUR CHARGES Cable trench excavation, 1000 x 0.6 x 1m =600 in ordinary Soil cm 275.1 275.1 1500.0 False None None False None False 412650.0 0 2409953 71986 None code330 Laying of cable in existing trench Km 67360.65 67360.65 1.25 False None None False None False 84200.8125 0 2409954 71986 None code331 Refilling and consolidation cm 168.0 168.0 1375.0 False None None False None False 231000.0 0 2409955 71986 None code332 Making of straight through jointing kit Nos 2990.4 2990.4 18.0 False None None False None False 53827.2 0 2409956 71986 None code333 Making of cable terminations Nos 2790.9 2790.9 58.0 False None None False None False 161872.2 0 2409957 71986 None code334 Covering the cable with tiles Km 4585.35 4585.35 1.3 False None None False None False 5960.955 0 2409958 71986 None code335 Spreading sand and forming with sand round the cable Km 15550.5 15550.5 1.3 False None None False None False 20215.65 0 2409959 71986 None code336 Laying of RCC hume pipes m 72.45 72.45 160.0 False None None False None False 11592.0 0 2409960 71986 None code337 Laying of GI pipes m 97.65 97.65 208.0 False None None False None False 20311.2 0 2409961 71986 None code338 Laying of route and indicating stones Nos 121.8 121.8 80.0 False None None False None False 9744.0 0 2409962 71986 None code339 PART - G Laying of 1.1kv LTXLPE 3.5 core 120sqmm from transformer LTD distribution box to feeder pillar box MATERIAL COST LT UG Cable 1.1Kv Class 3.5C x 120sqmm Km 479733.45 479733.45 3.0 False None None False None False 1439200.35 0 2409963 71986 None code340 Straight through jointing kit suitable for 1.1Kv class 3.5C x 120 sqmm UG cable Set 1747.2 1747.2 25.0 False None None False None False 43680.0 0 2409964 71986 None code341 Cable termination kit (pot head) suitable for 1.1 kv class 3.5c 120sqmm LT UG cable Kit 401.1 401.1 350.0 False None None False None False 140385.0 0 2409965 71986 None code342 Cable covering tiles 250X125X40mm Nos 10.76 10.76 12000.0 False None None False None False 129120.0 0 2409966 71986 None code343 Artificial / M Sand cm 1875.3 1875.3 180.0 False None None False None False 337554.0 0 2409967 71986 None code344 RCC hume pipes 2000mm long 150mm dia Nos 322.35 322.35 90.0 False None None False None False 29011.5 0 2409968 71986 None code345 Collars for RCC hume pipes Nos 86.1 86.1 90.0 False None None False None False 7749.0 0 2409969 71986 None code346 GI pipes 100mm dia for drain crossing / cable r m 1296.75 1296.75 60.0 False None None False None False 77805.0 0 2409970 71986 None code347 Route and Joint indicating stones Nos 139.65 139.65 80.0 False None None False None False 11172.0 0 2409971 71986 None code348 Alumiun end terminals (lugs) for 3.5c x 120sqmm UG cable Nos 21.0 21.0 180.0 False None None False None False 3780.0 0 2409972 71986 None code349 LT feeder pillar box 12 way with porcelain rewirable cutouts and 1No of 630Amps load break switch with copper bus bars as per IS-13947 part -1 & 2, 12 way Nos 65670.15 65670.15 39.0 False None None False None False 2561135.85 0 2409973 71986 None code350 LABOUR CHARGES Cable trench excavation 1000x0.6 x 1m =600 in ordinary Soil cm 275.1 275.1 1800.0 False None None False None False 495180.0 0 2409974 71986 None code351 Laying of cable in trench Km 33891.9 33891.9 3.0 False None None False None False 101675.7 0 2409975 71986 None code352 Refilling the Cable trench with available earth from trench exavation including watering and consolidation cm 168.0 168.0 1650.0 False None None False None False 277200.0 0 2409976 71986 None code353 Making of straight through jointing Kit Set 399.0 399.0 25.0 False None None False None False 9975.0 0 2409977 71986 None code354 Making of cable termination Kit 248.85 248.85 350.0 False None None False None False 87097.5 0 2409978 71986 None code355 Covering the cable with tiles Km 4585.35 4585.35 3.0 False None None False None False 13756.05 0 2409979 71986 None code356 Spreading sand and Forming with sand round the cable Km 15550.5 15550.5 3.0 False None None False None False 46651.5 0 2409980 71986 None code357 Laying of RCC hume pipes m 72.45 72.45 180.0 False None None False None False 13041.0 0 2409981 71986 None code358 Laying of GI pipes m 97.65 97.65 60.0 False None None False None False 5859.0 0 2409982 71986 None code359 Laying of route and joint indicating stones Nos 121.8 121.8 80.0 False None None False None False 9744.0 0 2409983 71986 None code360 Execution of LT Feeder Pillar Box including Civil works like soil exavation and concreting ete complete : 12 way Nos 1395.45 1395.45 39.0 False None None False None False 54422.55 0 2409984 71986 None code361 PART - H Providing street lights on footpath using 9mts long tubular poles in side layout Fabrication, supplying and erecting swaged tubular pole height 9mts having tree section and providing two coats of red oxide paint and timesheet with two coats of enameled paint of approved quantity and colour and ms base plate of suitable size welded at the bottom of the pole (as per IS ) and 40 mm dia GI/ flexible PVC pipe of 1mtr length fitted to the heavy gauge polycarbonate control box including 5 way connector of size 167x125x82mm for 7.5 mtr / 200x160x98mm for remaining length of pole with locking arrangement and suitable capacity MCB / DP switch the pole shall be erected in cement concrete work (1:2:4) including excavation and refilling of plating depth of the pole to the ground level and the coping CC Shall be up to 0.6 mtrs above ground level as per IS 2713-7 9mtr (5m HB, 165.1mm dia 485mm thick 2mts HM 139.7m dia 4.5mm thick 2mtrs HT 114.3mm dia 3.65mm thick) Nos 16275.0 16275.0 185.0 False None None False None False 3010875.0 0 2409985 71986 None code362 Supplying and fixing telescopic MS bracket fabricated by using 0.5m length 411 dia telescopic MS pipe with 211 dia 1.5 mtrs long MS bracket and are welded with suitable angle using 6mm thick MS sheet grip bolts and nuts as required suitable for 9mtr to 12 mtr MS tubular pole with necessary two coats of painting with all other accessories single brocket 1.5mts length Nos 1534.05 1534.05 185.0 False None None False None False 283799.25 0 2409986 71986 None code363 Supplying and fixing LED street light fitting with 40 watts luminary Nos 4225.2 4225.2 185.0 False None None False None False 781662.0 0 2409987 71986 None code364 Supplying of 1.1 KVLTUG Cable XLPE or heat resistant PVC insulated PVC extruded sheathing armoured LTUG Cable 4 x 16 sqmm m 148.93 148.93 5550.0 False None None False None False 826561.5 0 2409988 71986 None code365 Digging of trench of 0.6m deep x 0.50m wide refilling the trench to the required ground level in an ordinary soil m 79.8 79.8 5000.0 False None None False None False 399000.0 0 2409989 71986 None code366 Providing and refilling sand in excavated trench to cover already laid UG cable to a depth of 150mm around the cable m 168.0 168.0 5000.0 False None None False None False 840000.0 0 2409990 71986 None code367 Labour charges for laying of 1.1KV class UG cable in existing trench m 21.93 21.93 5000.0 False None None False None False 109650.0 0 2409991 71986 None code368 Supplying and fixing of class A GI pipe of wall thickness not less than 3.25mm on pole. 50mm dia m 399.0 399.0 550.0 False None None False None False 219450.0 0 2409992 71986 None code369 Supplying and fixing LT cast iron pot heads suitable 1.1KV UG cable filled with necessary bitumen compound complete with terminals with clamp, bolt and nuts. 16sqmm Nos 248.85 248.85 30.0 False None None False None False 7465.5 0 2409993 71986 None code370 Supply and fixing of heavy duty cable glands suitable for UG cable. 32mm dia Nos 122.85 122.85 30.0 False None None False None False 3685.5 0 2409994 71986 None code371 Supplying and making straight through joint with epoxy resin including ferrules and other joining materials. 16sqmm Kit 1344.0 1344.0 25.0 False None None False None False 33600.0 0 2409995 71986 None code372 Supplying and wrapping conductor with cambrick - roll Roll 123.9 123.9 30.0 False None None False None False 3717.0 0 2409996 71986 None code373 Supplying tinned copper lugs and crimping tape roll and wiring to terminal point for wire of 16sqmm Nos 13.06 13.06 1500.0 False None None False None False 19590.0 0 2409997 71986 None code374 Wiring for street light fitting using 4sqmm PVC insulated 1100V grade multi strand copper wire m 66.15 66.15 3700.0 False None None False None False 244755.0 0 2409998 71986 None code375 Sheet metal deep dram street lighting meter box with automatic control switch, contractors with single phase 5-30 amps energy meter and 50/5A CT including wiring Nos 7261.8 7261.8 10.0 False None None False None False 72618.0 0 2409999 71986 None code376 Supply and fixing out door type termoplastic modular panel enclosure with transferent polycorbonate Lid shock proof IP 65 (weather proof) ,rused proof etc., having internally emoloaded basket on both Lid and Flape suitable for fix single phase / 3 phase energy metre in suitable base plate having aprovision for fuse / MCB outlet with suitable trasnsferent hinged flap opeing for operting MCB allong with complete tamper proof sciling faciliaties 300mm x 450mm x214mm Nos 6471.15 6471.15 10.0 False None None False None False 64711.5 0 2410000 71986 None code377 Supply and fixing wiring ETV energy metre 63 amps 3 phase 4 wire whole current class-1 accuracy engergy metre Nos 1449.0 1449.0 10.0 False None None False None False 14490.0 0 2410001 71986 None code378 Supply, Fixiig and wiring with electrode for ground of energy meter using 40mm dia 2.9mm thick 2.5mtrs long GI pipe with GI tunnel with mesh and suitable size reducer fixed on the top of the earthelectrode. The tunnel should be enclosed in a CC chamber og 400 x 400 x 400mmwith a cost iron corner. The earth electrodeshall have staggered holes of 12mm dia and the electrode should be covered 150 mm alround with alternate layer of salt and charcoal from the Ground level. Nos 4468.8 4468.8 185.0 False None None False None False 826728.0 0 2410002 71986 None code379 supply and running GI strip for grounding using necessary fixing materials as reginiered - 25 x 6 mm m 134.4 134.4 300.0 False None None False None False 40320.0 0 2410003 71986 None code380 PART I Providing tubular pole street lights on Median road in side layout Fabricating supplying and erecting swaged tubular pole of height 9mts having three sections and providing two coats of red oxide paint and finished with two coat of enamelled paint of approved quality and colur and M.S. base plate of suitable size welded at the bottom of the plate (as per Is) and 40mm dia GI /flexible PVC pipe of 1mt length fitted to the heavy gauge polycarbonate control box including 5way connector of size 167x125x 82mm for 7.5 mtra pole/200x160x98mm for remaining length of pole with front opening cover with locking arrangements and suitable capacity MCB/DP switch .the pole shall be erected in cement concrete work (1:2:4) including excavation and refilling of plating depth of the pole in the ground level and coping C.C. shall be up to 0.6mts above ground level as per IS 2713-7 9mts 5m HB 165,1mm dia,4.85mm thick 2m HM 139.7mm dia,4,5mm thick. 2m HT 114.3mm dia,305mm thick. as per I.S 410 SP32 Nos 16275.0 16275.0 20.0 False None None False None False 325500.0 0 2410004 71986 None code381 Supplying and fixing telescopic M.s bracket fabricated by using 0.5mts 4" dia telescopic MS pipe with 2"dia 1.5m long bracket and are welded with suitable angle using 6mm thick MS sheet grip bolts and nuts as required suitable for 9 to 12mts MS tubular pole with necessary two coats of painting with all other accessories . double bracket 2x1.5mts length Nos 2451.75 2451.75 20.0 False None None False None False 49035.0 0 2410005 71986 None code382 Supply and fixing of LED street light fitting with 90 watt Nos 9303.0 9303.0 40.0 False None None False None False 372120.0 0 2410006 71986 None code383 supplying of 1.1kv LT UG cable XLPE or heat resistance PVC insulated PVC extruded inner sheeth armoured UG LT cable as per IS - 1564 3.5Cx25sqmm m 146.53 146.53 800.0 False None None False None False 117224.0 0 2410007 71986 None code384 Labour charges for laying of 1.1kv class UG cable in existing trench /GI pipe Stoneware pipe /on wall on pole as required 3.5cx25sqmm cable m 21.93 21.93 800.0 False None None False None False 17544.0 0 2410008 71986 None code385 Digging of trench of 0.6 mtr deep x 0.5m wide ,refilling the trench to the required ground level and consolidating etc compete in an ordinary soil m 79.8 79.8 700.0 False None None False None False 55860.0 0 2410009 71986 None code386 Supplying and fixing Lt cost iron pot heads suitable for 1.1kv class UG cable filled with necessary bitumen /insulating compound complete with terminals clamps bolt, nut and washers etc 25sqmm cable Nos 283.5 283.5 1.0 False None None False None False 283.5 0 2410010 71986 None code387 Supplying and fixing of class 'A' (medium duty) GI pipe of wall thick not less than 3.25mm on pole/wall thick not less than 3.25mm on pole /wall /drain crossing with necessary clamping arrangements for UG cable of 1.1 KV class 40mm m 399.0 399.0 18.0 False None None False None False 7182.0 0 2410011 71986 None code388 Supplying and making straight through cable joint with epoxy resin including ferrules and other jointing materials for PVc insulated and PVc sheathed steel type wire aluminium conductor 4crore cable of 1.1kv grade of 3.5cx25sqmm Kit 2990.4 2990.4 5.0 False None None False None False 14952.0 0 2410012 71986 None code389 Supply and fixing heavy duty cable glands suitable for UG cable of 1.1kv class (metal only) 32mm dia Nos 122.85 122.85 6.0 False None None False None False 737.1 0 2410013 71986 None code390 Supply and wrapping the conductor with cave brick taperoll - Per Coil Each 123.9 123.9 8.0 False None None False None False 991.2 0 2410014 71986 None code391 Supplying tinned copper lugs and crimping and wiring to terminal point for wires of 25sqmm long barrel Nos 13.06 13.06 90.0 False None None False None False 1175.4 0 2410015 71986 None code392 Wiring for street light circuit using 4sqmm FRLS PvC insulated 1100volts grade multistoried copper wire with low conductor ,resistance single core in open or concealed system of wiring with specified IS-694 continuing to latest amendments 4 Sqmm S/c m 66.15 66.15 180.0 False None None False None False 11907.0 0 2410016 71986 None code393 Supplying and fixing microprocessor based Electronic timer switch Nos 2430.75 2430.75 1.0 False None None False None False 2430.75 0 2410017 71986 None code394 Supplying and fixing outdoor type Thermoplastic modular panel enclosure with transparent polycarbonate lid shoek proof IP- 65 (weather proof ) rust proof ,dustproof , corrosion proof having internally embedded gasket on both Lid and Hap suitable to fix single phase /3phase energy meter in suitable base plate and having a provision for fuse /MCB cutout with suitable transparent hinged flap opening for operating MCB along with complete tamper proof sealing facility 300mmx450mmx214mm Nos 6471.15 6471.15 1.0 False None None False None False 6471.15 0 2410018 71986 None code395 Supplying and fixing miniature circuit breaker on existing panel board using necessary fixing materials and 'C' type curve indicator ON/OFF energy cross -3 with short circuit breaking capacity of10k and complete wiring as required constructing to IEC 6098.40 amps DP Nos 1113.0 1113.0 1.0 False None None False None False 1113.0 0 2410019 71986 None code396 Supplying ,fixing and wiring electronic trivector meter (ETV ) 5-63 Amps three phase 4 wire whole current class -I accuracy energy meter. Nos 5990.25 5990.25 1.0 False None None False None False 5990.25 0 2410020 71986 None code397 Supplying ,fixing and wiring earth electrode for grounding of energy meter panel using 40mm dia 2.9mm thick GI pipe 2.5mts long burried in a pit .the pits shud b filled with canal portion of salt and charcoal 150mm alround the pipe to complete depth .the connection from the pipe to the conduit etc is to be established through GI wire of size as per ISI specification 7.33 of IS 732 using 12mm dia bolt ,nut,washers and check nut etc the pipe shall have 16 through holes of 12mm dia Nos 3685.5 3685.5 1.0 False None None False None False 3685.5 0 2410021 71986 None code398 Supplying and running GI strips for grounding using necessary suitable size clamps nails guttas/spacers etc 8SWG 25 x 3 mm GI strips m 86.1 86.1 30.0 False None None False None False 2583.0 0 2410022 71986 None code399 PART - J Providing of polygon high mast lumeraires with all accessories at read circles/junction points Fabrication, supplying, erection, testing and ommissioning of20 mts long polygon high mast with single or multiple telescopic section having(minium overlap distance of 1.5time sof long section) thickness as per BSEN 10025 grade s' 355JO/ASTM A572-50 steel sheet plate for shaft suitable with stand a wind velocity of 47 m /second as per IS875 part 3 (as per GA drawing) base plate as per IS 2062 / ASTM A572-50. the mast shall be galvanised in single hot dip as per BSEn ISO 1462/ASTM A123 with an average 70 microns as per IS2629 and welded as per BS5135 single L section joint. the mast shall have two way joint framed with die cost LM-6 pulleys stainless steel wire ropes phosphorus ,bronze bearing bush press -fitted with dia stainless steel wire rope of AISI 34 grade 7/19 core (fabrication of safety as per TR no-7) 2.589mm EPR insulated PCP sheeted trailing power cable housed inside the bottom shaft of mast with door having locking arraignments the mast shall have manual /power tool [suitable reversible geared motor operating on 230/415 volts,50HZ shall be provided above 15mts mast ]. the mast shall have lantern of 2 segments suitable dia with maximum load crrying capacity as per IS-1239. the mast Nos 257250.0 257250.0 2.0 False None None False None False 514500.0 0 2410023 71986 None code400 Supply and fixing of foundation bolts manufactured out of special steel along with bolts ,nuts ,washers, and another plates,templates etc Nos 9966.1 9966.1 2.0 False None None False None False 19932.2 0 2410024 71986 None code401 Design and casting of suitable foundation for high mast, condensing the safe soil bearing capacity at the site at least 10 tonnes per sqmt at the dept of 2mts . The work shall be carried out as per specification Nos 43850.85 43850.85 2.0 False None None False None False 87701.7 0 2410025 71986 None code402 Supply, installation, testing ,and commissioning of 1000x12000 x400mm outdoor type panel board fabricated out of 18SWG MS sheet with 50X50X6mm angle TPN MCB pilot lamp set, selector switch 2no electronic - mechanical timer suitable capacitors CTS contractors, and energy mtr etc totally enclosed floor mounting type , industrial weather , water germs and dust proof with provision for better heat dissipation provided with suitable for outdoor installation on 425 volts 3 phase ACA/C supply Nos 44847.46 44847.46 2.0 False None None False None False 89694.92 0 2410026 71986 None code403 Supplying and fixing of LED flood light with pressure die cast alluminium housing body for Opimal thermal dissipation lamp compartment comprising of anti glare clear diffuser with Injection moulded polycorbonate/ clear glass material, delevering superior high output rated life burning hours 50000 Hrs @ lumen maintenance of 70% CCT 5500K, IP 66 Optical electrical compartment and implast resistance of complete luminairs IK08, power factor 0.9 with mains, Surge prtection, Min 5 KV along with over voltage/Over load, Short circuit/Mis wirring protection compactiable pole mounting with outer dia of 40mm to 50 mm universal voltage driver to operate wide voltage range from 100 V to 270 V, 50/60 Hz application. Compliance to IS 10322/IEC 60598, LM 79 & LM 80 Adhernce with RoHS. UL approved MCPCB. top access street light with single screw to ensure ease of maintenance at the sight location with minimized minimal tools. LED light fixture with 120 W System power consumtion. LED Efficiency 1301m/w nominal CRI 75. Luminaire manufacture should have in house facility accredited by NABL / CPRI & any Govt. certified agency and design & dvelopement facility cetified by ISO 9001.2008. Housing with supplier word mark / name shall be Engraved / embossing on the die cast housing / Body part warranty of 2 years against any manufacturing defect working under standard eletrical conditions as maintened above should be given by LED manufacturer. LED flood light 120 Watts Nos 11464.95 11464.95 12.0 False None None False None False 137579.4 0 2410027 71986 None code404 Supply of 1.1KV LTUG cable XLPE or heat resistant PVC insulated PVC extruded inner sheath armoured UGLT cable as per IS - 1554 (part-I) or IS-7098 part-I . Armouring strip thickness in average +5% and resisting 14ohms 1km (max) as per IS-3975 3.5core 25 sqmm m 146.53 146.53 100.0 False None None False None False 14653.0 0 2410028 71986 None code405 Labour charges for laying of 1.1kv class UG cable in existing trench m 27.74 27.74 100.0 False None None False None False 2774.0 0 2410029 71986 None code406 Digging of trench of 0.6 mts deep x0.5mts wide retaining the trench to required ground level and consolidating etc. Complete in an ordinary soil m 79.8 79.8 100.0 False None None False None False 7980.0 0 2410030 71986 None code407 Supplying and fixing of class 'A' (medium duty) GI pipe of wall thickness not less than 3.25mm on pole with necessary clamping arrangements for UG cable of 1.1kv class. 50mm m 397.95 397.95 20.0 False None None False None False 7959.0 0 2410031 71986 None code408 Supply and fixing L.T. Cast iron pot head suitable for 1,.1kv class UG cable filled with necessary bitumen / insulating compound complete with terminal clamps bolts, nuts and washers etc 25sqmm Nos 367.5 367.5 2.0 False None None False None False 735.0 0 2410032 71986 None code409 Supplying tinned copper lugs and crimping and wiring to terminal points for wire of 25 sqmm UG cable Nos 21.0 21.0 16.0 False None None False None False 336.0 0 2410033 71986 None code410 suppling and fixing heavy duty cable glands suitable for UG cables of 1.1 KV class (metal only ) 45 mm dia Nos 203.7 203.7 3.0 False None None False None False 611.1 0 2410034 71986 None code411 Earthing :supplying, fixing and wiring earth electrode for grounding of modular panel and natural earthing of energy meter using 40mm dia 2.9mm thick, 2.5mt long GI pipe with GI tunnel with mesh and suitable size reducer fixed on the top of the earth electrode. the tunnel should be enclosed in C.C chamber of 400X400X400mm with cast iron cover. The earth electrodes shall have staggered holes of 12mm dia and electrode should be covered 150 mm all round with alternate layers of salt and charcoal from the bottom of CC chamber. The connection from the electrode is to be established through GI strip using GI bolts and nuts Nos 4468.8 4468.8 2.0 False None None False None False 8937.6 0 2410035 71986 None code412 supplying and running of GI strips for grounding connection using necessary fixing materials as required 25X6mm GI strips m 134.4 134.4 50.0 False None None False None False 6720.0 0 2410036 71986 None code413 PART - K Providing solar lights with 5.5 long M.S poles inside parks Supplying, testing and commissioning at site outdoor type SOLAR street light wit the following specifications: A stand alone solar photovoltaic system 1x74 watts output PV module comprises a compact fluorescent lamp (CFL) lead acid battery, PVC module, control electronic interconnecting wires/cables modules mounting hardware's, battery box, operators and instructions. The system should be designed to automatically switch OFF at dawn. The lamp should be compact fluorescent lamp (CFL) tube with 4 pin or 2 pin type with rating of 11 watts 'E' or PL type with adequate preheating circuit must be provided. The light output from the lamp should be around 900+1-5 lumens. Folded electrode type battery position tubular plate low maintenance lead acid battery. The battery will have minimum rating of 12 volts 75AH. The inverter should have equal sine wave, sine way type frequency in rang of 20- 30khz half wave operation is not acceptable. The photo voltaic module under STC should be minimum of 74watts battery over discharge deep discharge of shortcut. The pole should be made of mild steel with 5.5mts height and painted with enamel paint. [Approved rate] Nos 39864.41 39864.41 10.0 False None None False None False 398644.1 0 2410037 71986 None code414 Providing and Installing PSTP-NBF Model SINTEX Package STP of capacity 40 KLD made of FRP with inbuilt standard manholes and manhole covers with the following components and specifications * 1 no of Sintex FRP base septic tank along with fixed film aeration tank of size 12151mm length and 2430mm dia (PSTP NBF 40KL), * 1 no of Sintex FRP base Intermediate and Treated Water Storage Tank 10 KLD (Partition) of size 6732mm length and 2430mm dia (TWST-20 KL), * 1 no of Sludge Recirculation Submersible 1 HP Pump of capacity 9 cum/hr, * 2 nos of Air blowers (1 working and 1 stand by) with twin lobe blowers with working pressure 0.2 kg/cm2, 2HP motor and 3 inch blower pipe, * Internal connection pipes consists of return sludge pipe of 2 inch dia, Inlet and out let pipe of 6 inch dia and interconnection pipe of 6 inch dia, * Control Panel of size900x400x1000mm, * FRP Strap of 2700mm length (MOC-FRP), * Turn buckle MOC-CI, * Wire rope MOC-MS, * Concrete Dead man of length as per length of the tank, * Air vent nozzle MOC-PVC-2inch dia, * Eye bolt MOC-FI, * Manhole cover of size 550mm, * Wire lock MOC-MS Including cost of material required for anchoring the tank, cost of labour, loading and unloading charges, complete as per manufacturers spefifications, cost of all materials required for installations etc., but exclusive of earth work excavation, PCC Bed, treated water tranfer pump, Bar screen and earth filling. Set 2265600.0 2265600.0 1.0 False None None False None False 2265600.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1706878261000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1706878261000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1706878261000 0 None None ELIGIBILITY Bidders shall ensure upload of relevant document certifying his/her status as Scheduled Caste/ Scheduled Tribe/other reserved category as prescribed in the tender document. None 1706878266000 0 None None ELIGIBILITY The tender document is part and parcel of the agreement. None 1706878270000 0 None None ELIGIBILITY The contractor shall obtain insurance coverage for all the workers deployed for this work. None 1706878274000 0 None None ELIGIBILITY Further details of the work or any clarifications can be obtained from the office of the Executive Engineer (Central office), KHB, Cauvery Bhavan, K.G. Road, Bangalore Ph: 080-22273511 ext-317, None 1706878277000 0 None None ELIGIBILITY The intending bidders are requested to note that they should abide by the detailed instructions and conditions contained in the Tender documents and further modifications done if any. None 1706878280000 0 None None ELIGIBILITY Corrigendum/modification/corrections, if any, will be published in the e procurement Web sites only. None 1706878283000 0 None None ELIGIBILITY KHB reserves the right to withdraw or cancel this invitation to BID/Tender without assigning any reason whatsoever None 1706878286000 0 None None ELIGIBILITY The bidder shall study the Tender document Carefully and quote the rates None 1706878289000 0 None None ELIGIBILITY All scanned documents to be uploaded shall be in original and are to be produced to the Executive Engineer to verify the documents within 3 days from the day of opening of Technical bid for verification, if required. None 1706878293000 0 None None ELIGIBILITY Drawings uploaded are only for Tender Purpose only. None 1706878303000 0 None None ELIGIBILITY GST shall be added separately in the estimate. None 1706878306000 0 None None ELIGIBILITY GST shall be paid to the tendered amount separately. None 1706878309000 0 None None ELIGIBILITY The bidder should maintain register of laborers deployed and wages paid for the workers and shall produce the documents whenever called for by the competent authority. Remittance towards PF shall be commensurate with the labour component of the work involved. None 1706878313000 0 None None ELIGIBILITY The bidder shall give an undertaking that they would abide by the provisions of employees provident fund and shall remit PF of labourers to the respective PF offices or else KHB have the right to deduct the PF amount from the work bills and remit the same to respective PF offices. None 1706878318000 0 None None ELIGIBILITY The contractor shall quote his rates inclusive of PF as per the applicable rate as issued by the PF department from time to time None 1706878324000 0 None None ELIGIBILITY The successful bidder shall give an under taking that they would abide by the provisions of the Employees Provident Fund Act. None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Scanned Copy of documentary proof for having executed similar nature of work not less than 50% of tender amount as defined in Government order No.FD 480 EXP-12/2014,Bangalore dated:19.07.2014 Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Scanned copy of Pre-qualification letter issued by Karnataka Housing Board. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Scanned copy of Pre-qualification letter issued by Karnataka Housing Board. None None None None As per Tender Documents KW-4 clause 3.3 key & critical equipments available. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- As per Tender Documents KW-4 clause 3.3 key & critical equipments available. None None None None Executed in any one Financial year, the minimum quantities of work as mentioned in tender document Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Executed in any one Financial year, the minimum quantities of work as mentioned in tender document None None None None Required valid electrical license for executing similar nature of work as per tender document Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Required valid electrical license for executing similar nature of work as per tender document None None None None The Tenderer should have executed similar water supply/sanitary engineering works as per tender document Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- The Tenderer should have executed similar water supply/sanitary engineering works as per tender document None None None None Income Tax returns & PAN Financial Status None createdTs version createdDate modifiedDate documentName None None None None ITR Filed Copy (Mentioning PAN) None None None None GST Registration Certificate Financial Status None createdTs version createdDate modifiedDate documentName None None None None GST Registration None None None None To qualify for award of this contract , each tenderer in its name should have in the last five years achieved in at least two financial years a minimum financial turnover (In all classes of civil engineering construction works only) Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Scanned copy of latest GST clearance certificate. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Scanned copy of latest GST clearance certificate. None None None None Scanned copy of Credit lines/ letter of credit /Bankers certificate for at least 20% of amount put to tender in the current financial year on the name of work put to tender. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None Assessed Available Bid Capacity as per tender document Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Assessed Available Bid Capacity as per tender document None None None None Covering letter. Others Covering letter. createdTs version createdDate modifiedDate documentName None None None None Others -- Covering letter.
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate True Technical Bid Company Registration Certificate False Technical Bid Reserved Category Certificate False Technical Bid Small Scale Industries Certificate False Technical Bid Work done certificate True Technical Bid key and critical equipment LIST True Technical Bid Income Tax returns & PAN no. True Technical Bid Pre-qualification certificate issued by KHB True Technical Bid GST clearance certificate True Technical Bid Credit lines/ letter of credit/Bankers certificate True Technical Bid Assessed available tender capacity calculation True Technical Bid Electrical license True Technical Bid Work done certificate with quantities True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1706880879000 version 0 createdDate None modifiedDate None blockNumber CAUVERY BHAVAN 3RD FLOOR street None city Bengaluru state Karnataka pin 560009
tenderRecallDTO	None