createdTs	None
version	None
createdDate	None
modifiedDate	None
noticeInvitingTenderDTO	createdTs 1724822678462 version 6 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 5000.00 emd 1031000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 30-09-2024 17:00:00 tenderQueryClose 30-09-2024 16:00:00 technicalBidOpen 03-10-2024 11:00:00 publishedDate 30-08-2024 16:19:37 publishedByPost DMA_EE1_CC_DVG publishedByUser KPE12146 - MANOHAR B bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 10-09-2024 11:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Vinayak M Naik AEE 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 08192234444 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1724822678505 version 5 createdDate None modifiedDate None tenderNumber DMA/2024-25/OW/WORK_INDENT27370 title Construction of 97TPD MRF Centre (Material Recovery Facility) for the maintainance of dry waste of Davangere City Corporation approved under Swacch bharat mission 2.0 scheme for civil work description Construction of 97TPD MRF Centre (Material Recovery Facility) for the maintainance of dry waste of Davangere City Corporation approved under Swacch bharat mission 2.0 scheme for civil work category WORKS categoryText Works ecv 85500000.00 deptName Directorate of Municipal Administration status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 2160 locationName DMA City Corporation Davanagere provisionalAmount 85500000.0 groupOverheadTotal 16716213.48 fileNumber DMA/DCC/MRF/2024-25
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1724822679000 0 None None Other Works Construction of 97TPD MRF Centre (Material Recovery Facility) for the maintainance of dry waste of Davangere City Corporation approved under Swacch bharat mission 2.0 scheme for civil work 68783786.52 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3869136 148246 None Vol-3 2.5 Clearing and Grubbing Road Land : 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. ( CM SR 2023-24 P.No. 7/Vol-3/ 2.5 (ii)/A ) By Mechanical Means using Dozer, In area of light jungle 100 Sqm 412.65 412.65 54.064 False None None False None False 22309.5096 0 3869137 148246 None Vol-1 1.14.1 Earth work excavation for foundation of structure upto 3 mtrs. By mechanicle means as per drawing and technical specification, including setting out, providing shoring, strutting and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, filling back the excavated earth to the extent required and utilising / transporting the remaining earth upto 1.00km lead. including cost of labour, materials and HOM of machineries etc., complete Ordinary/Hard Soil. In all kinds of soils Depth upto 3 m ( CM SR 2023-24 P.No. 8/Vol-1/ 1.14.1 ) Cum 107.1 107.1 2395.41 False None None False None False 256548.411 0 3869138 148246 None Vol-1 1.14.1 Earth work excavation for foundation of structure upto 3 mtrs. By mechanicle means as per drawing and technical specification, including setting out, providing shoring, strutting and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, filling back the excavated earth to the extent required and utilising / transporting the remaining earth upto 1.00km lead. including cost of labour, materials and HOM of machineries etc., complete Ordinary/Hard Soil. In all kinds of soils Depth upto 3 m ( CM SR 2023-24 P.No. 8/Vol-1/ 1.14.1 ) Considering 10% as soft rock Cum 381.15 381.15 3.68 False None None False None False 1402.632 0 3869139 148246 None Vol-1 2.1.3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as pertechnical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates ( CM SR 2023-24 P.No.15/Vol-1/2.1.3 ) Cum 6288.45 6288.45 165.47 False None None False None False 1040549.8215 0 3869140 148246 None Vol-2 5.4 Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (CM SR 2023-24/P.No.9/Vol-2/5.4) Cum 6708.45 6708.45 272.29 False None None False None False 1826643.8505 0 3869141 148246 None Vol-1 21.6 Ruled/ Flush pointing on White sand stone masonry surface with lime, surkhi and marble dust mortar in the ratio of 1:1.5:1/2 One lime : 1.5 surkhi (15 dark red and 85 light yellow surkhi) : 1/2 marble dust. (The rate is inclusive of all materials labours involved except scaffolding). ( CM SR 2023-24 P.No.218/Vol-1/21.6) Sqm 258.3 258.3 4.05 False None None False None False 1046.115 0 3869142 148246 None Vol-2 6.4 Providing Brick work with common burnt clay modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 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.( CM SR 2023-24 P.No.13/Vol-2/6.4 ) Cum 9094.05 9094.05 11.007 False None None False None False 100098.20835 0 3869143 148246 None Vol-1 Sl.No7 Providing and laying 40mm size graded coarse aggregates /pebble stones for side as per drawing, specifications with all leads and lifts complete etc.,as directed by the Engineer.The rate includes cost of material, transportion, laying and compacting with all labour etc., (For drainage layers) :( CM SR 2023-24 P.NO.A-38/Vol-1/Sl.No7) Cum 1190.0 1190.0 2.982 False None None False None False 3548.58 0 3869144 148246 None Vol-1 Sl.No9 Providing and laying 100mm size graded coarse aggregates /pebble stones (For filter bed)as per drawing, specifications with all leads and lifts complete etc.,as directed by the Engineer.The rate includes cost of material, transportion, laying and compacting with all labour etc., (For drainage layers) :( CM SR 2023-24 P.NO.A-38/Vol-1/Sl.No9) Cum 1143.0 1143.0 1.8055 False None None False None False 2063.6865 0 3869145 148246 None Vol-1 1.11 Supplying and filling in plinth with sand under floors, foundation of Bridges including watering, ramming, consolidating and dressing complete. (CM SR 2021-22/P.No.7/Vol-1/1.11) Filling. Cum 2177.0 2177.0 2.7758 False None None False None False 6042.9166 0 3869146 148246 None Vol-1 Sl.No5 Providing and laying 25mm size graded coarse aggregates /pebble stones (For filter bed)as per drawing, specifications with all leads and lifts complete etc.,as directed by the Engineer.The rate includes cost of material, transportion, laying and compacting with all labour etc., (For drainage layers) :( CM SR 2023-24 P.NO.A-38/Vol-1/Sl.No5) Cum 1333.0 1333.0 0.7458 False None None False None False 994.1514 0 3869147 148246 None Vol-1 2.2.5 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.(CM SR 2023-24/P.No.15/Vol-1/2.2.5) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates For footing Cum 7369.87 7369.87 486.21 False None None False None False 3583304.4927 0 3869148 148246 None Vol-1 2.3.3 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 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. (CM SR 2023-24/P.No.16/Vol-1/2.3.3) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates for plinth beam Cum 10402.88 10402.88 124.83 False None None False None False 1298591.5104 0 3869149 148246 None Vol-1 2.4.2 Providing and laying in cement concrete for all Substructures of building irrigation works, Sub structures bridges 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. (CM SR 2023-24/P.No.16/Vol-1/2.4.2) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates for plinth beam Cum 7303.07 7303.07 4.54 False None None False None False 33155.9378 0 3869150 148246 None Vol-1 2.4.2 Providing and laying in position cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 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, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of 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 & formwork to be paid separately)) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (CM SR 2023-24/P.No.16/Vol-1/2.4.2) For septic tank top slab 14.2 Cum 9958.73 9958.73 0.82 False None None False None False 8166.1586 0 3869151 148246 None Vol-1 1.11 Filling approved earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (CM SR 2023-24/P.No.7/Vol-1/1.11) Filling. Cum 454.65 454.65 2976.86 False None None False None False 1353429.399 0 3869152 148246 None Vol-1 1.11 Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications. (CM SR 2023-24/P.No.7/Vol-1/1.11) Filling. Cum 2816.1 2816.1 684.924 False None None False None False 1928814.4764 0 3869153 148246 None Vol-2 6.32 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 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. ( CM SR 2023-24/ P.No.17/Vol-2/6.32) Sqm 1375.5 1375.5 1877.4 False None None False None False 2582363.7 0 3869154 148246 None Vol-2 6.33 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/m3 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. ( CM SR 2023-24/ P.No.17/Vol-2/6.33) Sqm 1159.2 1159.2 189.08 False None None False None False 219181.536 0 3869155 148246 None V3 300-2 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 517.65 517.65 41.6 False None None False None False 21534.24 0 3869156 148246 None V-3 Clause 401 Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (i) For Grading -I Material Cum 2611.35 2611.35 757.77 False None None False None False 1978802.6895 0 3869157 148246 None V-3 401 Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (i) For Grading -III Material Cum 2503.2 2503.2 25.22 False None None False None False 63130.704 0 3869158 148246 None Vol-3 Item No 6.1 Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ m3, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing. Cum 5166.0 5166.0 27.3 False None None False None False 141031.8 0 3869159 148246 None Vol-3 Item No 6.2 Construction of M40 grade un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with Cement at 420 kg/m3, coarse and fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design transported to site, laid with a paver finisher, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing Cum 9514.05 9514.05 36.4 False None None False None False 346311.42 0 3869160 148246 None Vol-3 4.17 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. (CM SR 2023-24/P.No.26/Vol-3/4.17) Cum 2686.95 2686.95 821.522 False None None False None False 2207388.5379 0 3869161 148246 None ele01 Line Supports Pole -RCC Pole - 9 Mtr Long, 150 Kg WL Sq Section Dwg No. BESCOM/GM/QSS/51 Dtd 24.11.2018 as per IS-785 Sl.No. 1, I.No. 1.02 , P.No. 3of 81, Vol-6, ESCOM's SR 2023-24 Nos 8731.8 8731.8 6.0 False None None False None False 52390.8 0 3869162 148246 None ele02 Digging of Pit 1.8 Mtr depth for errection of 9 to 10 Mtr Long Steel/RCC/PSCC supports as per approved Drawing. Labour Charges in Common SR 2023-24 11 kV System Sl.No. 1, I.No. 1.1.1 , P.No. 43 , Vol-6, ESCOM's SR 2023-24 Nos 660.45 660.45 6.0 False None None False None False 3962.7 0 3869163 148246 None ele03 Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth Labour Charges in Common SR 2023-24 11 kV System Sl.No. 1, I.No. 2.02 , P.No. 44 , Vol-6, ESCOM's SR 2023-24 Nos 1168.65 1168.65 6.0 False None None False None False 7011.9 0 3869164 148246 None ele04 Cross Arms MS GI as per IS-1977- 11 2.01 11 kV, Horizontal Cross Arm - Mild Steel MS Dwg No.BESCOM/GM/QSS/04 Dtd 24.11.2018 Nos 390.6 390.6 4.0 False None None False None False 1562.4 0 3869165 148246 None ele05 H - Frame Set for fixing 11 kV, 200 Amps Single Break GOS - For DP structure for providing New GOS for sectionalisation - MS Sl.No2, I.No. 2.01 , P.No. 3of 81, Vol-6, ESCOM's SR 2023-24 Nos 4548.6 4548.6 2.0 False None None False None False 9097.2 0 3869166 148246 None ele06 DISC Insulator 45 kN Porcelain Sl.No55, I.No.6.09 , P.No. 5of 81, Vol-6, ESCOM's SR 2023-24 Nos 535.5 535.5 12.0 False None None False None False 6426.0 0 3869167 148246 None ele07 Spiral Earth Electrode Sl.No.26, I.No. 2.16 , P.No. 4of 81, Vol-6, ESCOM's SR 2023-24 Nos 250.95 250.95 6.0 False None None False None False 1505.7 0 3869168 148246 None ele08 Providing Spiral Earth Electrode type earthing without Labour Charges in Common SR 2023-24 11 kV System Sl.No. 36, I.No.2.08 , P.No. 44 , Vol-6, ESCOM's SR 2023-24 charcoal, salt etc., Nos 97.65 97.65 6.0 False None None False None False 585.9 0 3869169 148246 None ele09 Fixing of V-Shape/Horizontal cross arm including Single Top Support Brace and Insulator fixing Labour Charges in Common SR 2023-24 11 kV System Sl.No. 51, I.No.5.03 , P.No. 45 , Vol-6, ESCOM's SR 2023-24 Nos 269.85 269.85 6.0 False None None False None False 1619.1 0 3869170 148246 None ele10 ACSR Conductor as per IS-398 Part - 2/1996 -Rabbit ACSR Sl.No59, I.No. 7.02 , P.No. 3of 81, Vol-6, ESCOM's SR 2023-24 6/3.35 mm Al + 1/3.35 mm St, Std Wt 214 Kg/KM Km 48545.7 48545.7 0.2 False None None False None False 9709.14 0 3869171 148246 None ele11 Stringing of conductor Rabbit ACSR, binding of conductor on each insulator and dead ending on strain or disc/strain insulator bymeans of clamps Labour Charges in Common SR 2023-24 11 kV System Sl.No. 64, I.No.6.02 , P.No. 46 , Vol-6, ESCOM's SR 2023-24 Km 4579.05 4579.05 0.2 False None None False None False 915.81 0 3869172 148246 None ele12 11 kV, 200 Amps Single Break GOS, Vertically Operated Sl.No168, I.No. 24.03 , P.No.11, Vol-6, ESCOM's SR 2023-24 Set 14413.35 14413.35 2.0 False None None False None False 28826.7 0 3869173 148246 None ele13 Fixing of GOS including wiring 11 kV Single Break 200 Amps Labour Charges in Common SR 2023-24 11 kV System Sl.No. 97, I.No.13.02 , P.No.48 , Vol-6, ESCOM's SR 2023-24 Set 1159.2 1159.2 2.0 False None None False None False 2318.4 0 3869174 148246 None ele14 9 kV, 5 kA Lightning Arrester Metal Oxide Ceramic type with GROUND DISCONNECTOR Dwg No. BESCOM/GM/QSS/26 Dtd 24.10.2007 Sl.No137, I.No. 19.01 , P.No.9, Vol-6, ESCOM's SR 2023-24 No 966.0 966.0 3.0 False None None False None False 2898.0 0 3869175 148246 None ele15 Fixing of 3 Nos Lightning Arrestor including wiring Labour Charges in Common SR 2023-24 11 kV System Sl.No.101, I.No.13.06 , P.No.48 , Vol-6, ESCOM's SR 2023-24 Set 124.95 124.95 1.0 False None None False None False 124.95 0 3869176 148246 None ele16 11 kV, HG Fuse Unit with Solid Core Insulator Dwg No. BESCOM/GM/QSS/21 Dtd 24.11.2018 3 nos Sl.No139, I.No. 20.01 , P.No.9, Vol-6, ESCOM's SR 2023-24 Set 1122.45 1122.45 3.0 False None None False None False 3367.35 0 3869177 148246 None ele17 Fixing DOLO Cutout/Horn Gap Fuse including fixing of cross arm and wiring Labour Charges in Common SR 2023-24 11 kV System Sl.No.96, I.No.13.01 , P.No.48 , Vol-6, ESCOM's SR 2023-24 Set 248.85 248.85 1.0 False None None False None False 248.85 0 3869178 148246 None ele18 Conventional RMU VCB Type with Copper Busbar, 350 MVA, 630 Amps as per IEC 62271/IS-3427,One Breaker VL Panel with Copper Busbar As per ESCOM SR 2023-24 page no 16 of 81, SL NO -38 item no 38.05 No 489260.1 489260.1 1.0 False None None False None False 489260.1 0 3869179 148246 None ele19 Fixing foundation frame of channels and angle iron welding fixing in concrete aligning the RMU on foundation bed, assembly of units, connecting Bus Bars from panel to panel initial filling of oil etc.,complete. 1 panel No 5084.1 5084.1 1.0 False None None False None False 5084.1 0 3869180 148246 None ele20 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., Labour Charges in Common SR 2023-24 11 kV SystemSl.No.201,I.No.23.07 , P.No.53 , Vol-6, ESCOM's SR 2023-24 No 1009.05 1009.05 1.0 False None None False None False 1009.05 0 3869181 148246 None ele21 Distribution Transformer - 3Distribution Transformer - 3 Phase,11kV/433V - Stacked CRGO Core with Oil as per IS-1180 Part-1 2014.250 kVA, 250 kVA, Aluminium Wdg, Star 2 5 Star B CABLE ENTRY TYPE As per ESCOM SR 2023-24 page no 7 of 81, SL NO 102item no 12.18 No 569830.8 569830.8 1.0 False None None False None False 569830.8 0 3869182 148246 None ele22 11 kV HT Metering cubicle of different CT Ratio, Both side cable entry type with 3 CT 3 PT, With Transparent Cover TTB, with 30x8 mm Copper Busbar, Modem 2 No of Meters for 3 Phase 4 Wire Metering without Load Break Switch HT Metering Box Fabricated out of 3 mm MS Sheet duly epoxy powder coated as per revised Specification Dwg No. BESCOM/GM/QSS/-- Dtd 24.11.2018 As per ESCOM SR 2023-24 SL NO - 455 Item No - 58.01 - Page No - 26 Unit 255645.6 255645.6 1.0 False None None False None False 255645.6 0 3869183 148246 None ele23 11kV HT XLPE U/G CABLE 11 kV, 3 Core,3c x 240 sqmm. Al conductor XLPE 11KV grade XPLE HTUG Cable with pressure extruded inner sheeth, ROUND WIRE ARMOURED as per IS-7098 Part-2 Armouring wires dia and Resistivity as per IS-3975 P.No.258, I.No.36.05- I Vol-6 of KPWD S.R 2023-243c x 240 sqmm. Al conductor XLPE 11KV grade Km 1738850.4 1738850.4 0.16 False None None False None False 278216.064 0 3869184 148246 None ele24 Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools other appurtenaces required to complete the work. Sl.No.1.4, I.No.1.4.1 , P.No. 5 , Vol-1, PWD SR 2023-24 Cum 254.1 254.1 180.0 False None None False None False 45738.0 0 3869185 148246 None ele25 Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff Labour Charges in Common SR 2023-24 11 kV System Sl.No. 170, I.No.21.02 , P.No. 52 , Vol-6, ESCOM's SR 2023-24 Km 67360.65 67360.65 0.2 False None None False None False 13472.13 0 3869186 148246 None ele26 Supply and making 11KV E Extruted X Linked for tubing moulded and cross linked componets using heat shrinked stress control tube having high permittivity XLPE terminations INDOOR OUTDOOR JOINTING KIT confirming to the GTP Page 183 Item No 22.05 Of Ele SR - 2023-2024Out door type 3x185 to 3x240 Sqmm Kit 2790.9 2790.9 24.0 False None None False None False 66981.6 0 3869187 148246 None ele27 Supplying of on load change over switches 4 poles, AC-23A Duty, 415V, 50Hz, AC Supply. With all accessories. SM Enclosure Sheet Metal Execution Page 15 of 105 Item No 5,12.6. Vol-6 of Ele SR - 2023-24 400 Amps Each 34589.1 34589.1 1.0 False None None False None False 34589.1 0 3869188 148246 None ele28 Supplying and fixing hylum plastic sheet 3 mm thick with necessary nitches for fixing switches, regulators etc., and fixing on existing wood or metal box using N. F. screws P. No. 9, Sl. No. 3.9, Vol-6, Part-III of PWD Ele SR 2023-24 Sq CM 0.37 0.37 13000.0 False None None False None False 4810.0 0 3869189 148246 None ele29 Supplying and fixing Moulded Case Circuit Breaker MCCB over the existing wood/panel board using necessary screws, bolts, nuts,necessary phase separators, handle and wiring complete. Protection of Overload and Short circuitwith adjustable thermal magnetic release, Micro processor release shall have Earth Fault as per IS/IEC 60947-2 . Icu=100 lcs. In 4P MCCB, all Poles should have protection for Short-Cicrcuit/Over Load. For Microprocessor MCCBS Facility for segregating Priority and Non-Priority loads must be available in the MCCB. MCCB shall be provided with double insulation insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open.Multi-pole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism. a FOUR Pole - 400 A 36 kA PWDElectrical SR 2023-24 - Page no - 16 of 105, Item no - 5.15.16 Each 29626.8 29626.8 1.0 False None None False None False 29626.8 0 3869190 148246 None ele30 b FOUR Pole - 250 A 25 kA PWDElectrical SR 2023-24 - Page no - 16 of 105, Item no - 5.15.13 Each 22460.55 22460.55 2.0 False None None False None False 44921.1 0 3869191 148246 None ele31 c125Amps 4Pole 25kA Page 17 Item No 5.15.10 Vol-6 of SR - 2023-24 Each 10858.05 10858.05 2.0 False None None False None False 21716.1 0 3869192 148246 None ele32 Supplying fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. PWDElectrical SR 2023-24 - Page no - 17of 105, Item no - 5.18.8 40 A TPN Each 3196.2 3196.2 4.0 False None None False None False 12784.8 0 3869193 148246 None ele33 Supplying 400 A 4 x 50 x 10 mm A rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete a 400 A 4 x 50 x 10 mm Aluminium Strips PWDElectrical SR 2023-24 - Page no - 20of 105, Item no - 5.40.3 m 4667.25 4667.25 8.0 False None None False None False 37338.0 0 3869194 148246 None ele34 b 250 A 4 x 30 x 10 mm Aluminium Strips PWDElectrical SR 2023-24 - Page no - 20of 105, Item no - 5.40.2 m 3606.75 3606.75 4.0 False None None False None False 14427.0 0 3869195 148246 None ele35 Supplying, fixing and wiring earth leakage relay with core balanced current transformer suitable for single phase 50 Hz AC with latest microcontroller based, digital readout of percentage leakage current, programmable delay/auto/ manual reset facility suitable to mount on DIN rail/ flush mounting on panel board. PWDElectrical SR 2023-24 - Page no - 18 of 105, Item no - 5.21 Each 9717.75 9717.75 1.0 False None None False None False 9717.75 0 3869196 148246 None ele36 Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440VAC. 50 Hz 12/24V D.C. PWDElectrical SR 2023-24 - Page no - 19 of 105, Item no - 5.38 Each 540.75 540.75 3.0 False None None False None False 1622.25 0 3869197 148246 None ele37 Supplying, fixing and wiring 3 Phase Digital Ammeter / Voltmeter PWDElectrical SR 2023-24 - Page no - 19 of 105, Item no - 5.29 Each 1496.25 1496.25 2.0 False None None False None False 2992.5 0 3869198 148246 None ele38 Supply and fixing of 75 x 75 x 6 mm angle iron frame work fabricated out of ms angle iron,.. With bolts , washer, etc, and painted with 2 coat of red oxide and then two coats of approved paint. P. No. 20, Sl. No. 5.41.3, Vol-6, Part-III of PWD Ele SR 2023-24 m 582.75 582.75 12.0 False None None False None False 6993.0 0 3869199 148246 None ele39 Supplying of multi function digital meter with three line back light LCD type display for voltage, Current, frequency, Power, power factor, KVA, KWH, KVAR suitable for 3 phase, 4 wire LT network with IP 54 degree of protection and completely wired as required with communication Port and Class 0.5s accuracy. Page 19 Item No 5.33 Vol-6 of SR - 2023-24 Each 9780.75 9780.75 1.0 False None None False None False 9780.75 0 3869200 148246 None ele40 Supplying, fixing and wiring 50/5 to 400/5Amps 5VA burden Current Transformer. Class 0.5 accuracy with Tape Wound. Page 19 Item No 5.34 Vol-6 of Ele SR - 2023-24 Each 590.1 590.1 3.0 False None None False None False 1770.3 0 3869201 148246 None ele41 Supplying and fixing 50-63Amps TPN miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. Page 18 Item No 5.18.9 Vol-6 of SR - 2023-24 Each 3242.4 3242.4 4.0 False None None False None False 12969.6 0 3869202 148246 None ele42 Supplying ,fixing and wiring heavy duty low voltage capacitors conforming to IS 2834. 3 phase, 400/440 volts grade, for power factor improvement of rotating machineries like induction motor.. Cost per KVAR. Page 19 Item No 5.37 Vol-6 of SR - 2023-24 Kvar 504.0 504.0 20.0 False None None False None False 10080.0 0 3869203 148246 None ele43 Supplying of -1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 Part1 or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 a 3.5core x 240 sqmm Page 13 of 81 Item No 32.18Vol-6 Of Ele Escom SR - 2023-24 Km 905799.3 905799.3 0.35 False None None False None False 317029.755 0 3869204 148246 None ele44 b 3.5core x 25 sqmm Page 13 Item No 32.07 Vol-6 Of SR - 2023-24 Km 146526.45 146526.45 0.2 False None None False None False 29305.29 0 3869205 148246 None ele45 c 4core x 16 sqmmPage 13 Item No 32.05 Vol-6 Of SR - 2023-24 Km 148934.1 148934.1 0.3 False None None False None False 44680.23 0 3869206 148246 None ele46 Labour Charges for laying of 1.1Kv class UG cable when supplied departmentally/agency in existing trench GI pipe/stoneware pipe/on wall /on pole as required In existing trench/duct a 120 to 240 Sqmm sl no 176 item no21.07 of VOL 6 2023-24 CSR Km 33891.9 33891.9 0.35 False None None False None False 11862.165 0 3869207 148246 None ele47 b 2.5 to 25 Sqmm Sl no 174 item no 21.05 of VOL 6 2023-24 CSR Km 21930.3 21930.3 0.5 False None None False None False 10965.15 0 3869208 148246 None ele48 Supplying tinned copper lugs and crimping and wiring to terminal point for wire of the following sizes Heavy Duty Copper Terminal Long Barrel a 240 Sqmm Copper Terminal, Apprx Wt 218 Gm Sl.No. 462, item no 59.10, P.No. 26,Vol -6 Escom SR 2023-24 No 372.75 372.75 24.0 False None None False None False 8946.0 0 3869209 148246 None ele49 b Brass Cable Gland for 10 to 16 mm cable -25 SqmmP. No. 28 of 81 Escom SR, Sl. No.507, I. No. 63.01, Vol-6, Part-III of ESCOM's SR 2023-24 No 82.95 82.95 10.0 False None None False None False 829.5 0 3869210 148246 None ele50 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 Transformer yard 6m x 4 m = 24sqm Vol-02 Item No.11.58 PG NO-95 Sqm 843.15 843.15 48.0 False None None False None False 40471.2 0 3869211 148246 None ele51 Jelly Spreading 20-25 mm Supplying and providing jelly in the station yard of uniform thickness of 100 mm including the cost of materials, labour charges, required tools and plants etc., complete. Work shall be carried out as per the instructions of Engineerin-charge of works as per the standard procedPage 158 item no 01 of KPWD SR - 2023-2024 vol -6 Cum 1861.65 1861.65 4.8 False None None False None False 8935.92 0 3869212 148246 None ele52 Supplying and fixing regular MCB distribution boards on wall/woodboard/flush mounting using required clamps ,bolts,nuts,etc with provision for fixing suitable type capacity MCB's single phase/3phase /double door with powder coated painting. Made out of 14 SWG MS Enclousure. 8 way SP N Page 18 Item No 5.19.8 Vol-6 Of Ele SR - 2023-24 Each 1946.7 1946.7 4.0 False None None False None False 7786.8 0 3869213 148246 None ele53 Supplying and fixing miniature circuit breakers on existingMCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 withShort circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. a 6 to 32Amps DP Page 17 Item No 5.18.4 Vol-6 Of SR - 2023-24 Each 775.95 775.95 9.0 False None None False None False 6983.55 0 3869214 148246 None ele54 b 6-32Amps TPN Page 17 Item No 5.18.7 Vol-6 Of Ele SR - 2023-24 Each 1802.85 1802.85 3.0 False None None False None False 5408.55 0 3869215 148246 None ele55 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS6942010 a1.5sqmm Page 5 Item No 2.3.2 Vol-6 Of SR - 2023-24 Mtr 27.3 27.3 2000.0 False None None False None False 54600.0 0 3869216 148246 None ele56 b 2.5 sqmm Page 5 Item No 2.3.3 Vol-6 Of SR - 2023-24 Mtr 44.1 44.1 1500.0 False None None False None False 66150.0 0 3869217 148246 None ele57 c 4.0sqmm Page 5 Item No 2.3.4 Vol-6 Of SR - 2023-24 Mtr 66.15 66.15 800.0 False None None False None False 52920.0 0 3869218 148246 None ele58 Supplying heavy gauge PVC conduit pipe ....... dia ....... mm thick confirming to IS 2509 with suitable size bends, junction boxes, adhesive paste etc , and fixing using inverted wood plugs in case of RCC ceiling and RCC wall/ stone structure or rawl plugs in case of brick walls and cement plastering the damaged portion using heavy gauge saddles at an interval of 700mm using NF screws a 19/20mm dia,2mm thick Page 2 Item No 1.2.1 Vol-6 Of SR - 2023-24 Mtr 69.3 69.3 1000.0 False None None False None False 69300.0 0 3869219 148246 None ele59 b25mm dia,2mm thick Page 2 Item No 1.2.2 Vol-6 Of SR - 2023-24 Mtr 81.9 81.9 300.0 False None None False None False 24570.0 0 3869220 148246 None ele60 Supplying heavy gauge PVC conduit pipe…. Dia 2mm, 2.5mm thick with suitable size bends, metal junction boxes, adhesive paste etc., by groove cutting in the wall fixing by bracing "U" or "J" hooks cement plastering up to the wall surface and run with 18SWG GI fish wire run throut the conduit wherever necessary. a 19/20mm dia,2mm thick Page 2 Item No 1.3.1 Vol-6 Of SR - 2023-24 Mtr 71.4 71.4 100.0 False None None False None False 7140.0 0 3869221 148246 None ele61 b 25mm dia,2mm thick Page 2 Item No 1.3.2 Vol-6 Of SR - 2023-24 Mtr 82.95 82.95 50.0 False None None False None False 4147.5 0 3869222 148246 None ele62 Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5Sqmm Phase Neutral 1x1.0 sqmm Earth wire FRLS multi strand PVC insulated copper wire confirming to IS-694 and latest amendments with a 6Amps flush type SP control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. aShort point upto 3Mts from tapping pt to out let via Switch boxPage 5 Item No 2.1.1 Vol-6 Of SR - 2023-24 Point 299.25 299.25 40.0 False None None False None False 11970.0 0 3869223 148246 None ele63 bMedium point above 3M upto 6M from tapping pt to out let via Switch boxPage 5 Item No 2.1.2 Vol-6 Of SR - 2023-24 Point 413.7 413.7 35.0 False None None False None False 14479.5 0 3869224 148246 None ele64 cLong point above 6M upto 10M from tapping pt to out let via Switch box Page 5 Item No 2.1.3 Vol-6 Of SR - 2023-24 Point 598.5 598.5 20.0 False None None False None False 11970.0 0 3869225 148246 None ele65 dTwo outlets in a row above 3M upto 6M from tapping pt to out let via Switch box Page 5 Item No 2.1.4 Vol-6 Of SR - 2023-24 Point 743.4 743.4 4.0 False None None False None False 2973.6 0 3869226 148246 None ele66 LT Feeder Piller Box MS Thermoset Plastic 8 Way with Poreclain Rewireable Cutout and 1 No of 630 Amps Load Break Switch with Copper Busbar as per IS-13947 Part-12 Refer Dwg No. BESCOM/GM/QSS/41 Dtd 24.11.2018 Page 190 Item No 30.01 Vol-6 Of SR - 2023-24 Nos 54724.95 54724.95 3.0 False None None False None False 164174.85 0 3869227 148246 None ele67 Errection of LT Feeder piller box MS Thermoset Plastic Enclosure including necessary civil works like soil excavation concreting etc. complete Labour Charges in Common SR 2023-24 11 kV System Sl.No. 80, I.No.9.03 , P.No.47 , Vol-6, ESCOM's SR 2023-24 No 1756.65 1756.65 3.0 False None None False None False 5269.95 0 3869228 148246 None ele68 Supplying flush mounting powder coated / Galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in brick/stone/C.C wall a6 way Page 8 Item No 3.4.4 Vol-6 Of SR - 2023-24 Each 231.0 231.0 3.0 False None None False None False 693.0 0 3869229 148246 None ele69 b 10-12 way Page 8 Item No 3.4.6 Vol-6 Of SR - 2023-24 Each 334.95 334.95 3.0 False None None False None False 1004.85 0 3869230 148246 None ele70 Supplying and fixing Metal fan box with round hook Page 4 Item No 1.13 Vol-6 Of SR - 2023-24 No 122.85 122.85 16.0 False None None False None False 1965.6 0 3869231 148246 None ele71 Supplying and fixing of modular switch connected accessories on existing modular switch plate as per IS 3854 and IS 1293. a6Amps one way Switch Page 9 Item No 3.6.1 Vol-6 Of SR - 2023-24 Each 107.1 107.1 70.0 False None None False None False 7497.0 0 3869232 148246 None ele72 b6Amps Two way Switch Page 9 Item No 3.6.2 Vol-6 Of SR - 2023-24 Each 174.3 174.3 8.0 False None None False None False 1394.4 0 3869233 148246 None ele73 c6Amps 3way socket Page 9 Item No 3.6.3 Vol-6 Of SR - 2023-24 Each 179.55 179.55 46.0 False None None False None False 8259.3 0 3869234 148246 None ele74 d6/16A universal socket Page 9 Item No 3.6.10 Vol-6 Of SR - 2023-24 Each 247.8 247.8 12.0 False None None False None False 2973.6 0 3869235 148246 None ele75 e16Amps one way switch Page 9 Item No 3.6.7 Vol-6 Of SR - 2023-24 Each 189.0 189.0 3.0 False None None False None False 567.0 0 3869236 148246 None ele76 fStepped fan regulator Page 9 Item No 3.6.4 Vol-6 Of SR - 2023-24 Each 374.85 374.85 16.0 False None None False None False 5997.6 0 3869237 148246 None ele77 Supplying fixing superior quality modular switch mounting polycorbonate plate with necessary supporting back plate with required nos. of machine screwes, bolts nuts etc., complete on the existing metal/PVC box. a8 Module Page 8 Item No 3.5.5 Vol-6 SR - 2023-24 Each 298.2 298.2 3.0 False None None False None False 894.6 0 3869238 148246 None ele78 b 10 -12 Module Page 8 Item No 3.5.6 Vol-6 SR - 2023-24 Each 361.2 361.2 3.0 False None None False None False 1083.6 0 3869239 148246 None ele79 Supplying of .....feet -PVC Batten with integrated LED tube .... W with high quality diffuser with Life of 25000 burning hours 70 lumen maintenance with CRI 80. Power Input 220-240V 50/60Hz Power factor 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. LED light fighting 4' - 28 watts Page No.43 Sl No.11.3.2 Vol-6 SR 2023-24 No 724.5 724.5 40.0 False None None False None False 28980.0 0 3869240 148246 None ele80 Supply of LED Streetlight with pressure die cast aluminium housing body with optimal heat sink for better thermal dissipation. Diffuser with injection moulded is made of polycarbonate material with high transmission index, delivering superior light output. Rated life Burning Hrs 50000hr Lumen Maintenance of 70. CCT 5500K, IP 66 optical and electrical compartment impact resistance of complete luminare 1K08. Power Factor 0.9 with mains Current should not be greater than 0.1A to 0.7A Surge Protection- Min 4KV alongwith Over voltage/Overload, short circuit/ miss-wiring protection. Compatable for pole mouting with outer dia of 40mm to 50mm. Universal Voltage driver to operates wide voltage range from 100V to 270V 50/60Hz application. Over load Short circuit protection ensures reliable operation in spite of problem in output side. Complaince to IS 10322/IEC 60598, LM 79 LM 80 Adherence with RoHS. UL approved MCPCB. Top access streetlight with single screw to encure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with .......W System Power consumption. LED Efficiency130/w at Fixture Efficiency 80lm/w with nominal CRI 75. Luminaire manufacturer should have in house facility accredited by NABL/CPRI any Government certified agency Design Development facility certified by ISO 90012008. Housing with supplier word make/name shall be Engraved / Embossing on the die cast housing/Body part. Warranty of 5 years against any manufacturing defect working under standard electrical conditions Suitable for B1/B2 Roads as per IS 1944 Part Port II. LED Streetlight 200 wattsPage 46 Item No 11.8.8 Vol-6 SR - 2023-24 Each 20048.7 20048.7 27.0 False None None False None False 541314.9 0 3869241 148246 None ele81 Supply of LED floodlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate/clear glass material, delivering superior light output Rated life Burning Hrs 50000 hr Lumen Maintenance of 70, CCT 5500K, IP 66 optical and electrical compartment impact resistance of complete luminaire IK08. Power Factor 0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mauling with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100 V to 270V 50/60Hz application. Compliance to IS 10322/ IEC 60598, LM 79 LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with ....... W System Power consumption. LED Efficiency 1301m/w, nominal CRI 75. Luminaire manufacturer should have in- house facility accredited by NABL / CPRI any Government certified agency Design Development facility certified by ISO 90012008. 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 electrical conditions as mentioned above should be given by LED manufacturer Cree/Nichia/ Lumileds/Osram make LED Source. LED Streetlight 200 wattsPage 46 Item No 11.9.2 Vol-6 SR - 2023-24 Each 9960.3 9960.3 25.0 False None None False None False 249007.5 0 3869242 148246 None ele82 Supplying fixingof Hot dip galvanized MS bracket suitable for out door Luminaries and mounted on Octoganal pole using necessary bolts, nuts etc., Complete.fixing to wall of the building Single arm Bracket with 1500 mm standard 40/50 mm dia Page 13 Item No 4.6.2 Vol-6 Of SR - 2023-24 Each 2205.0 2205.0 27.0 False None None False None False 59535.0 0 3869243 148246 None ele83 Supplying capacitor type 48" sweep ceiling fan complete with down rod blades, shackle, canopies etc., for operation on 230 volts, 50 cycles. single phase AC supply confirminf to ISS-374-1979 and with double ball bearing system. 48" Sweep 1200mm Regular model Page 30 Item No 6.3.1 Vol-6 Of SR - 2023-24 Each 3133.2 3133.2 16.0 False None None False None False 50131.2 0 3869244 148246 None ele84 Supplying exhaust fan of 1440 RPM of 300mm 12" size with bracket blades complete for light duty suitable to operate on 230V 50Hz, AC supply, Page 30 Item No 6.1 Vol-6 Of SR - 2023-24 Each 1566.6 1566.6 8.0 False None None False None False 12532.8 0 3869245 148246 None ele85 Supplying of 1440rpm heavy duty exhaust fan with bracket blades suitable to operate on 230V 50Hz, AC Supply complete. 15" Sweep450 mm Page 30 Item No 6.2.2 Vol-6 SR - 2023-24 Each 4668.3 4668.3 2.0 False None None False None False 9336.6 0 3869246 148246 None ele86 Fixing halogen/metal halide /SVL/IL/LED floodlight fitting over existing pole / wall ceiling including clamps, bolts, nuts and wiring using suitable capacity wires Page 56 , Item No 13.05 Vol-6 SR - 2023-24 Nos 170.1 170.1 45.0 False None None False None False 7654.5 0 3869247 148246 None ele87 Fixing all types and all capacities of fluorescent /false ceiling / spot light / CFL / LED fittings indoor on the wall/ ceiling / rafters / girders using 23/0.0076" twin twisted PVC insulated wires, required Nos of round blocks and clamps. Page 56 Item No 13.7.1 Vol-6 SR - 2023-24 Nos 128.1 128.1 60.0 False None None False None False 7686.0 0 3869248 148246 None ele88 Fixing a ceiling / Wall mounting fan of all capacities and all types to the existing 'S'' hook with fan regulator to the existing board together with supplying and fixing 5 A. ceiling rose, necessary length of 23 / 0.0076 inch PVC insulated twin twisted copper wire and wiring. Page 57 Item No 13.10 Vol-6 SR - 2023-24 Nos 179.55 179.55 46.0 False None None False None False 8259.3 0 3869249 148246 None ele89 Supplying fixing and wiring earth electrode for grounding of lift, transformers, DG sets etc. using 40mm dia 2.9mm thick 2.5 m long GI pipe with GI funnel with mesh and suitable size reducer fixed on the top of the electrode.The funnel should be enclosed in a CC chamber of 400x400x400mm with a cast iron cover. The earth electrode shall have staggered holes of 12mm dia and the electrode should be covered 150mm all around with alternate layers of salt and charcoal form the bottom of the pipe to the bottom of the CC chamber.The connection from the electrode is to be established through GI strip using GI bolts and nuts. Page 54 Item No12.57 Vol-6 Of SR - 2023-24 Nos 4468.8 4468.8 14.0 False None None False None False 62563.2 0 3869250 148246 None ele90 Supplying Fixing Chemical earthling for grounding. Conduits, IC cutouts other equipments backfill compound which is non-corrosive, thermally conductive, potential to permissible limits, superior Fault conduction capacity, non toxic, weather resistance capable of achieving ohmic value less than one ohm Using 10ft. Copper bonded rod with backfill compound Using 10ft. Copper bonded rod with backfill compound Page 55 Item No 12.60.3 Vol-6 Of SR - 2023-24 Kit 8918.7 8918.7 4.0 False None None False None False 35674.8 0 3869251 148246 None ele91 Supplying and running of GI / Copper strips for grounding connections using necessary fixing materials as required a 25x6mm GI strip Page 54 Item No 12.58.7 Vol-6 Of SR - 2023-24 Mtr 134.4 134.4 50.0 False None None False None False 6720.0 0 3869252 148246 None ele92 b 600X600X3mm Copper Plate Page 55 Item No 12.58.11 Vol-6 SR - 2023-24 Each 7792.05 7792.05 2.0 False None None False None False 15584.1 0 3869253 148246 None ele93 c25X3mm GI strip Page 54 Item No 12.58.2 Vol-6 SR - 2023-24 Mtr 86.1 86.1 50.0 False None None False None False 4305.0 0 3869254 148246 None ele94 Geophysical investigation of site for sinking bore well for supplying drinking water to the habitation either through the hand pump, MWSS or PWSS by verticle electrical sounding by adopting venner or schluber's method ,including reconnaissa nce survey of geological formation, geophy sical investigation of existing ground water in the vicinity, its quality, quantity acceotability of the users indicating the location of site, recommended depth of casing pipe required to seal the top uncon solidated formation for proper seating of casing pipe, depth of 1.0 meter in consoildated formation for proper seating of casing pipe ,depth of drilling required to coverfull depth of aquifer proposed to be tapped probable yield and other information of instrument and accessories to work site, engaging technical personal and labour required etc.common SR 2023-24 vol-5,IN12.4PN-140 Each BW 5552.4 5552.4 1.0 False None None False None False 5552.4 0 3869255 148246 None ele95 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig ofcapacity 300 PSIG above 1100 CMF above in all strata includingover burdern upto 20 m. Fixing of casing pipes, collars and cap withnecessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc.,complete including yield testing at the final depth with a minimumworking of compressor for one hour Excluding cost of casing pipes,collars, cap etc., complete common SR 2024-23 vol-5,IN12.1.1,2,3.1.PN-139.Borewell depth of 0 to 50 m, Rmtr 388.5 388.5 50.0 False None None False None False 19425.0 0 3869256 148246 None ele96 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig ofcapacity 300 PSIG above 1100 CMF above in all strata includingover burdern upto 20 m. Fixing of casing pipes, collars and cap withnecessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc.,complete including yield testing at the final depth with a minimumworking of compressor for one hour Excluding cost of casing pipes,collars, cap etc., complete common SR 2024-23 vol-5,IN12.1.1,2,3.1.PN-139.above 50 m upto 100m,2nd correngendum w.e.f.7/6/2022 Rmtr 487.2 487.2 50.0 False None None False None False 24360.0 0 3869257 148246 None ele97 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig ofcapacity 300 PSIG above 1100 CMF above in all strata includingover burdern upto 20 m. Fixing of casing pipes, collars and cap withnecessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc.,complete including yield testing at the final depth with a minimumworking of compressor for one hour Excluding cost of casing pipes,collars, cap etc., complete common SR 2024-23 vol-5,IN12.1.1,2,3.1.PN-139.above 100 m upto 150m,2nd correngendum w.e.f.7/6/2022 Rmtr 517.65 517.65 50.0 False None None False None False 25882.5 0 3869258 148246 None ele98 Supply of ISI mark 175mm nominal bore,plain and steel casing pipegrade of steel Fe 410 of wall thickness conforming to IS 4270-2001 andlatest ammendments, electrical resistance welded steel tubes, materialand conforming to IS 1387-1993 and manufactured by basic openhearth electric or basic oxygen process in random length of 5-7m bothends.threaded conforming to IS 554-1985 one end fixed with socketconforming to IS 4270-2001 and the other end with screwed pipes allshall be responsibaly free from defects. The tubes shall be responsiblestraight end should be with ISI marking weighing 25.10kg/m.pricesinclude Collar-Medium duty.common SR 2023-24 vol-5,I.no12.32.PN-143 Mtr 2029.65 2029.65 36.0 False None None False None False 73067.4 0 3869259 148246 None ele99 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 common SR 2023-24 vol-5,IN 12.33,PN-143 Nos 157.5 157.5 6.0 False None None False None False 945.0 0 3869260 148246 None ele100 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 am en d m en ts in clu d in g cost of m aterial an d lab ou r charg es for fixing, if any etc. complete with all lead and lifts and as d irected b y the En g in eer in charg ecommon SR 2023-24 vol-5,IN12.34.PN-143 Nos 172.2 172.2 1.0 False None None False None False 172.2 0 3869261 148246 None ele101 Labour charges for Erection, Electrification and commissioning works of Pump sets including aligning and balancing with all necessary erection of materials and labour 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 testing of as per instructions of engineer incharge of work common SR 2023-24 vol-5,.PN-156, I.no.13.32 Nos 6825.0 6825.0 1.0 False None None False None False 6825.0 0 3869262 148246 None ele102 Providing,supplying to work site, Submersible Pump Set of 150mm diasuitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl Impeller with Low volt Motor as per specifications,as per necessaryammendments and instructions of engineer incharge of work.5.00 HP - 90 LPM 110 m = 10 STG Outlet Dia - 2.00”.common SR 2023-24 vol-5,IN13.13.3PN-151 Nos 28980.0 28980.0 1.0 False None None False None False 28980.0 0 3869263 148246 None ele103 Supplying,laying,jointing ,testing and commissioning of G.I. Pipes conforming to IS 12391990 with latest amendments, including fixing Collars, Elbows, Tees, b en d s, Glad Cocks an d other Fittin g s Excl u d in g Cost of Specials with Cuts and Threads wherever n ecessary in clu d in g conve yi n g the m aterials to w orksp ot, in clu d in g testin g f or w ater tig htn ess w ith all lead an d lif ts etc com plete Con tractor shall m ake his ow n arran g em en ts for procu rin g w ater for testin g Class-B Medium 50mm dia common SR 2023-24 vol-5,IN11.2.6.PN-127,N010F, Mtr 613.2 613.2 120.0 False None None False None False 73584.0 0 3869264 148246 None ele104 Supplyinganddrawing3coreflatPVCsheathedsubmersiblepumpcablemanufacturedwithelectrolyticgradecopperwithflexiblecopperwithlowresistanceconductorconfirmingto1381301984andvirgingradePVCinsulationandpowdercoatingextrudedPVCsheathedsuitable for working voltage upto 1100 Volts as per IS6941990.P.no.7,I.no.2.6.2 Mtr 176.4 176.4 250.0 False None None False None False 44100.0 0 3869265 148246 None ele105 Providing wrought mild steel galvanized 50 mm dia GI collar confirming to IS 1239-II, 1991 with latest amendments if any. 50mm dia common SR 2023-24 vol-5,IN 11.6.6.4.PN-129, Each 280.35 280.35 20.0 False None None False None False 5607.0 0 3869266 148246 None ele106 Supply and delivery at site wrought middle steel galvanized 50 mm dia GI union confirming to IS 1239- II, 1991 with latest amendments if any. 50mm dia common SR 2023-24 vol-5,PN-131, I.no.11.12.6 Each 280.35 280.35 2.0 False None None False None False 560.7 0 3869267 148246 None ele107 Supply and delivery at site wrought middle steel galvanized 15 mm dia GI bend confirming to IS 1239- II, 1991 with latest amendments if any. 50mm dia common SR 2023-24 vol-5,N 11.8.6.PN-130 Each 375.9 375.9 1.0 False None None False None False 375.9 0 3869268 148246 None ele108 Supply and delivery at site of brand new best make non-return valve asper IS 778/1984 with ISI Mark and as per its latest amendments.common SR 2023-24 vol-5,.PN-154.I.no. 13.25.1Size 50 mm Each 1312.5 1312.5 1.0 False None None False None False 1312.5 0 3869269 148246 None ele109 Cutting Asphalt /Concrete road surface using machine cutter for leakagepit with earth work excavation in all classifications of soil including all lead and lifts bailing out water with pumps including barricading, danger lighting etc., as per requirement and disposing of the excavated stuff as directed. After attending the leak, refilling the trench for 30 cm depth quarry dust above and around pipelines and balance with available earth in layers not exceeding 20 cms in depth, compacting Each deposited layer by ramming including watering and consolidation by mechanical means approved by Engineer Incharge. Work to be carried out as per leak repair manual and the rate includes hire charges of dewatering Pump, tractor,Jeep with all kinds of Labour in a Complete manner. V-5 3.3 SR23-24 pg no 48 Cum 1214.85 1214.85 3.6 False None None False None False 4373.46 0 3869270 148246 None ele110 Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING1 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 OUTGOINGfor Main Electrical Pump 1 No. MCB 1 No. DOL of S/D Startersuitable for respective HP 1 No. Electrcal Protection Like single Phasepreventor, under voltage over Volage, under current over current dryrun protection suitable for the pump described above 1 no Indoor type NOTE 1 DOLDirect Online Starter 2S-D- Star Delta StarterUpto 6 HP pumps.common SR 2021-22 vol-5,I.no.13.23.2.1,PN-155. Each 10027.5 10027.5 1.0 False None None False None False 10027.5 0 3869271 148246 None ele111 Providing main connection from pole PVC insulated sheathed steel wirecable in new trench as per IS 1554/ 1988 with latest amendments with ISImark from KPTCL pole to meter board unit..common SR 2021-22 vol-5,.PN-156. I.no.13.36 Mtr 141.75 141.75 25.0 False None None False None False 3543.75 0 3869272 148246 None ele112 Providing and laying in position Cement Concrete for all Foundation works.The granite/trap/basalt crushed graded coarse aggregates and fine aggregatesas per relevant IS Codes machine mixed with super plasticizers laid in finishedlayers, well compacted using needle vibrators, including all lead lifts, costof all materials, quality confirming to the requirements of relevant IS codes,labour, Usage charges of machinery, curing and all the other appurtenancesrequired to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesP.no15, I.no2.2.1,2023-24SR Cum 6601.35 6601.35 0.53 False None None False None False 3498.7155 0 3869273 148246 None ele113 Supplying, fixing and wiring Electronic Trivector Meter ETV 5 to 32/63 A three phase 4 wire whole current class-1 Accuracy Energy Meter. Common SR 2023-24 Item No 5.35 Pg No 18 Nos 5990.25 5990.25 1.0 False None None False None False 5990.25 0 3869274 148246 None Vol-3 16.28 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. (CM SR 2023-24/P.No.149/Vol-3/16.28) Cum 7091.7 7091.7 1003.94 False None None False None False 7119641.298 0 3869275 148246 None ele22 Construction of platform with size stone, cement concret for erectionof 250 KVA Transformers/ Heavy Equipment. Construction of platform (1.5X 1.5 X1.52 ) mtr in size stone, for erection of Transformers/Heavy equipment including all materials, labour. Excavation of (1.5 X 1.5 x1.5)mt pit for foundation providing and laying cement concrete 1:4:8 for foundation laid in 1 cm thick layers, well compacted curing etc., complete providing and construction of stone masonary 0.9m below ground level and 1.2m above ground level neatly hammer dressed in cement mortor 1:6 cutting complete providing pointing to stone masonary in cement morter 1:3 after racking joint & nisely lining curing etc., platering the concrete surfaces in cement mortor 1:4 including smooth rendering curing etc., curing at every stages completely. BESCOM SR 2022-23 PAGE NO 2 - Item No 4.06 Per Structure 31879.05 31879.05 3.0 False None None False None False 95637.15 0 3869276 148246 None ele28 LT PANEL - 1 Nos. 250kva Transformer- Supply, Installation, Testing and Commissioning of METER PANEL . 16 GAUGE CRCA SHEET panels including the cost of pedestals required to fix the panels shall be generally as per the SLD and specification). : Fabrication suppling and mountuing MS box, made out 14 SWG suitable floor / wall mounting , fully weather proof with privision for better heat disspation , provided with hinged front cover, equipped with temper proof locking arrangements , with suitable size clamps with necessary cable entey pipe with gland and box should be finsihed with 7 tanks treatment with powder coated paint and finllay finished with approved colour etc,. complete. 14 SWG(P. No. 20, Sl. No. 5.42.1, Vol-6, Part-III of PWD Ele SR 2023-24) Sq CM 0.53 0.53 250000.0 False None None False None False 132500.0 0 3869277 148246 None Non SR Item Providing and fixing of self supported mechanically seamed roofing system such as proflex, green curve, Kialash roofing or equivalent made of high strength quality steel, having 340 MPA yield strength, pre coated galvalume sheet as per ASTM A792 M of base metal thickness 1.4 mm (Tolerance (+/- 0.02 mm). high grade steel sheet should have 55% aluminium and 45% Zinc coating by hot dip process of minimum 25 micron on top side and 12 micron on back side with epoxy primer and polyester wash -coat as per AZM 150. Roofing should be designed as per ASCE 7-20 international building code 2002. The analysis should carried out for span and centre arch -rise considering the required live load, wind load, dead load and seismic factor. The analysis should also determine the thickness of steel and the end reaction at the beam level. Shop drawing of roofing system shall be submitted by contractor through consultant and same shall be checked and approved by the department. The roof panel formation shall be done as per the required length and curvature using hydraulic profile machine to give it the trapezoidal shape in required curvature. In this process the width of sheet the width of sheet reduces from 0.914 meter to 0.61 meter (tolerance +/- 0.02 mm). The roof panel shall be lifted using a suitable crane and using a spreader bar and a sling evenly placed to ensure no distortion of panel till the alignment is done and completed using plumb and a water tube and bolted into beam. These curved panels have interlocking formation and are crimped together using mechanical seaming machine which imposed a load of approximately five tonnes to ensure the seaming of required rigidity. After seaming a clear epoxy lacquer is applied on the inner side of panel and concrete beam. Theses panel are installed over water proof concrete gutter - beams having bevelled edge to receive (support) curved panels. Beam shall designed for arch reaction and vertical loads. Plaster shall not be applied on the beam. Schmitt hammer test of concrete should be carried before erection to ensure that the anchor bolt can be securely fixed on the support. In case of steel structure a steel runner plate of 6 mm thickness and GI sheet gutter of suitable size shall be provided for installation of panels, G.I. anchor bolt of required sizes and type with G.I. washer and neoprene asher shall be as design. After installation of panels, rapezoidal voids are created between gutter-beam and panels which should be covered by a flashing fabricated or brick masonry which is to be paid separately. Area of this roof shall be measured along the periphery on hem-top between end to end panels. Ridge and valley shall not taken in to consideration for measuring length transverse to periphery. The rate includes supplying, fixing, loading unloading, hire charges of all plants machineries, anchors, fasteners, washers, bolt, epoxy, paint and all wastage etc. complete. Accessories and fixtures like hangers /clamp for installation of lighting/ fixtures /utility/duct as per requirement and ventilators, skylight can also be provided at crown/ridge by making cuts into the panels which is to be paid separately. This item shall be executed only by the agency which has all required manufacturing machineries and necessary expertise. Sqm 1886.0 1886.0 7059.0 False None None False None False 13313274.0 0 3869278 148246 None Non SR Item Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05 %) total coated thickness with zinc coating 120 g/m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineer- in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. Sqm 596.4 596.4 125.0 False None None False None False 74550.0 0 3869279 148246 None Vol-2 7.69.3 Providing and fixing Aluminium Turbo ventilator complete as per technical specifications Non Power Driven with 1.3mm thickness and 38 No.s of Vanes & turbine doom thickness 1mm and total weight not less than 6kg for Industrial use for area upto 100m2 for Industrial use ( CM SR 2023-24/ P.No.38/Vol-2/7.69.3) Sqm 5880.0 5880.0 61.0 False None None False None False 358680.0 0 3869280 148246 None V-2, P.No.42, I-8.8 Providing 18mm cement plaster in two coats under layer 12mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with atuoplayer 6mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (CM SR 2023-24 V-2,/P.No.42, I-8.8) Sqm 389.55 389.55 3566.63 False None None False None False 1389380.7165 0 3869281 148246 None Vol-2 8.1.1 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge ( CM SR 2023-24/ P.No.40/Vol-2/8.1.1) Sqm 267.75 267.75 15.71 False None None False None False 4206.3525 0 3869282 148246 None Vol-2 8.2.1 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.( CM SR 2023-24/ P.No.41/Vol-2/8.2.1) Sqm 309.75 309.75 981.3 False None None False None False 303957.675 0 3869283 148246 None Vol-2 8.3.1 Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone 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 direc-tions of Engineer-in-charge ( CM SR 2023-24/ P.No.41/Vol-2/8.3.1) Sqm 371.7 371.7 11.57 False None None False None False 4300.569 0 3869284 148246 None Vol-2 8.11 Providing Neat cement punning 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. ( CM SR 2023-24/ P.No.41/Vol-2/8.11) Sqm 59.85 59.85 72.3 False None None False None False 4327.155 0 3869285 148246 None Vol-2 8.33.1 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) ( CM SR 2023-24/ P.No.46/Vol-2/8.33.1) Sqm 165.9 165.9 959.9 False None None False None False 159247.41 0 3869286 148246 None Vol-2 9.7.2 Distempering with dry distemper of approved brand and manufacture (two coats) of required shade on new work, over and including water thinnable priming coat 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 ( CM SR 2023-24/ P.No.60/Vol-2/9.7.2) Sqm 113.4 113.4 43.51 False None None False None False 4934.034 0 3869287 148246 None Vol-2 8.30 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/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. (CM SR 2023-24/P.No.46/Vol-2/8.30) Sqm 182.7 182.7 3566.63 False None None False None False 651623.301 0 3869288 148246 None Vol-2 8.28 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. (CM SR 2023-24/P.No.45/Vol-2/8.28) Sqm 93.45 93.45 17.2 False None None False None False 1607.34 0 3869289 148246 None Vol-2 8.34.1 Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ( CM SR 2023-24/ P.No47/Vol-2/8.34.1) Sqm 55.65 55.65 4.91 False None None False None False 273.2415 0 3869290 148246 None Vol-2 8.34.3 Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ( CM SR 2023-24/ P.No47/Vol-2/8.34.3) Sqm 52.5 52.5 5.76 False None None False None False 302.4 0 3869291 148246 None Vol-2 9.7.2 Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding for Bathrooms: Toilet: Chemically exposed areas and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge. In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) with Acid and alkali resistant tile ( CM SR 2023-24/ P.No.60/Vol-2/9.7.2) Sqm 1323.0 1323.0 5.07 False None None False None False 6707.61 0 3869292 148246 None Vol II I.No. 9.12.2 Providing and laying vitrified floor tiles (Size of Tile 600x600 mm) (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete.(Vol II I.No. 9.12.2 P.No. 60) Sqm 1202.25 1202.25 11.42 False None None False None False 13729.695 0 3869293 148246 None Vol-2 12.16 Providing and fixing in position fully panelled Mathi/Nandi wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) ( CM SR 2023-24/ P.No100/Vol-2/12.16) Sqm 7816.2 7816.2 1.89 False None None False None False 14772.618 0 3869294 148246 None Vol-2 12.7 Providing Honne wood frames for false ceiling, partitions etc., main battens of size 50x12.5mm at 600mm c/c and cross battons 38mmx50mm at 600 mm c/c sawn and putup including cost of materials, labour complete as per specifications. ( CM SR 2023-24/ P.No99/Vol-2/12.7) Cum 145412.4 145412.4 0.05 False None None False None False 7270.62 0 3869295 148246 None Vol II I.No. 12.84 Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6 PHR with TPE (Thermo Plastic Elastomer) and lead free, gaskets -grey color having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 44mm width x 40mmheight with reinforcement of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVC honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be of size 9.5mm x 21.5mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with Crescent Locks. Wall thickness of frame & sash shall be of 2 mm.Maximum possible size Sqm 5274.15 5274.15 2.88 False None None False None False 15189.552 0 3869296 148246 None Vol-2 12.55.1 Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the stiles & rails with PVC Designer beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75mm Aluminium hinges do- with both side prelam ( CM SR 2023-24/ P.No.104/Vol-2/12.55.1) Sqm 2484.3 2484.3 3.15 False None None False None False 7825.545 0 3869297 148246 None Vol-2 12.54 Providing & fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at corners & jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65/80mm size complete as per manufacturers specification & direction of Engineer-in-charge ( CM SR 2023-24/ P.No.104/Vol-2/12.54) Sqm 333.9 333.9 3.15 False None None False None False 1051.785 0 3869298 148246 None Vol-2 12.85 Providing & fixing of louvered ventilator 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 with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mmthickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Sqm 6004.95 6004.95 1.08 False None None False None False 6485.346 0 3869299 148246 None Vol-2 Providing and fixing water closet squatting pan (Indian type W.C. pan )with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests No 5128.2 5128.2 4.0 False None None False None False 20512.8 0 3869300 148246 None Vol V I.No. 60.1 Providing PVC-U INDIVIDUAL U.G.D House service connection (which shall be laid from inside the customer property ) which includes: a) Supply of PVC-U pipe (b) providing and fixing of 315 mm dia the PE Inspection chambres with lid consisting of inlet & outlet arrangements with base, riser of min. 0.42 m depth which includes earth work, fixing in CC-1:2:4 with appurtenances., complete. (c) civil works like Earthwork excavation for the pipeline trenches for laying of PVC-U pipes for the house connections in all types of soils , disintegrated rock,soft rock, hard rock, including cutting of any road using , crossing drains, compound, Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, c.c. wood work, steel work, including T & P and scaffolding wherever necessary sorting the dismantled material, disposal of unserviceable and stacking the serviceable material with all lifts and lead , restoring the damaged portions inside or outside the property premises, refilling the portions of trenches that are dug open including linking to existing sewer network with appurtenances. complete. 110m dia (Vol V I.No. 60.1 P.No. 202) Each 8214.15 8214.15 2.0 False None None False None False 16428.3 0 3869301 148246 None Vol V I.No. 16.10 Constructing brick masonry chamber of internal dimension 450x450mm 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 V I.No. 16.10 P.No. 191) No 4133.85 4133.85 2.0 False None None False None False 8267.7 0 3869302 148246 None v-2 I.No. 13.34 Providing and placing on terrace(at all floor levels) polethylene water storage tanks, IS:12701 marked, with cover and suitable locking arrangements and making neccesary holes for inlet, outlet and overflow pipes but without fittings and base support for tank v-2 I.No. 13.34) Ltr 9.45 9.45 2000.0 False None None False None False 18900.0 0 3869303 148246 None Vol II I.No. 13.22.1.1 Providing and fixing PTMT grating of approved quality and colour.100 mm nominal dia (Vol II I.No. 13.22.1.1 P.No. 118) No 43.05 43.05 4.0 False None None False None False 172.2 0 3869304 148246 None Vol II I.No. 13.8.2.1 Providing and fixing unplasticised PVC connection pipe with brass unions : 45 cm length 15mm Nominal Bore(Vol II I.No. 13.8.2.1 P.No. 118) No 95.55 95.55 4.0 False None None False None False 382.2 0 3869305 148246 None Vol II I.No. 13.17.2 PProviding and fixing PTMT bib cock of approved quality and colour. 15 mm nominal bore, 122mm long, weighing not less than 99 g(Vol II I.No. 13.17.2 P.No. 120) No 221.55 221.55 4.0 False None None False None False 886.2 0 3869306 148246 None Vol II I.No. 13.3.0 Providing and fixing chlorinated polyvinyl chloride (CPVC) pipes, having therma stability for hot & cold water supply, including all cpvc plain and brass threaded fittings, i/c fixing the pipes with clamps at 1.00m spacing, this includes joiting of pipes and fittings with one step CPVC solvent cement and the cost of cutting chases and maiking good the same including testing of joints complete as per direction of Engineer in-charge. Conceled work, including cutting chases and making good the wall etc.15mm nominal dia pipes. Vol II I.No. 13.3.0P.No. 122) Mtr 191.1 191.1 50.0 False None None False None False 9555.0 0 3869307 148246 None Vol II I.No. 13.3.3 Providing and fixing chlorinated polyvinyl chloride (CPVC) pipes, having therma stability for hot & cold water supply, including all cpvc plain and brass threaded fittings, i/c fixing the pipes with clamps at 1.00m spacing, this includes joiting of pipes and fittings with one step CPVC solvent cement and the cost of cutting chases and maiking good the same including testing of joints complete as per direction of Engineer in-charge. Conceled work, including cutting chases and making good the wall etc.25mm nominal dia pipes. Vol II I.No. 13.3.3P.No. 122) Mtr 333.9 333.9 50.0 False None None False None False 16695.0 0 3869308 148246 None Vol V I.No. 1.6 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 90mm dia., 6 kg/sqcm & class 3 (Vol V I.No. 1.6 P.No. 134) Mtr 308.7 308.7 40.0 False None None False None False 12348.0 0 3869309 148246 None Vol V I.No. 1.6.1 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 90mm dia., 6 kg/sqcm & class 3 (Vol V I.No. 1.6 P.No. 134) 75mm Dia Mtr 231.0 231.0 20.0 False None None False None False 4620.0 0 3869310 148246 None Vol II I.No. 15.1 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. (Vol II I.No. 15.1 P.No. 134) Sqm 857.85 857.85 17.96 False None None False None False 15406.986 0 3869311 148246 None Vol II I.No. 14.7.3 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Wash basin size 550x400 mm with a pair of 15mm C.P. brass pillar taps(Vol II I.No. 14.7.3 P.No. 132) No 2689.05 2689.05 2.0 False None None False None False 5378.1 0 3869312 148246 None Vol II I.No. 14.40.2 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.600 mm long towel rail with total length of 645 mm, width 78 mm andeffective height of 88 mm, weighing not less than 190 g.(Vol II I.No. 14.40.2 P.No. 130) No 520.8 520.8 4.0 False None None False None False 2083.2 0 3869313 148246 None Vol-2 11.25.2 Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge. (CM SR 2023-24/P.No.84/Vol-2/11.25.2) Kg 142.8 142.8 27500.0 False None None False None False 3927000.0 0 3869314 148246 None Vol-211.34B 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 openings /wooden frames with rawl plugs screws etc. ( CM SR 2023-24/ P.No86/Vol-2/11.34B) Kg 192.15 192.15 60.48 False None None False None False 11621.232 0 3869315 148246 None Vol-2 11.25.2 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in- charge. (Glazing, paneling and dash fasteners to be paid for separately) :For shutters of doors, windows & ventilators including providing and (CM SR 2023-24/P.No.84/Vol-2/11.25.2) Kg 611.11 611.11 68.85 False None None False None False 42074.9235 0 3869316 148246 None Vol-2 11.6.1 Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (CM SR 2023-24/P.No.78/Vol-2/11.6.1) Sqm 2764.65 2764.65 90.23 False None None False None False 249454.3695 0 3869317 148246 None Vol-2 11.8.4 Extra for providing 2 HP Mild Steel Auto Reverse Shutter Gearbox for operating rolling shutters including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (CM SR 2023-24/P.No.79/Vol-2/11.8.4) Each 25920.3 25920.3 4.0 False None None False None False 103681.2 0 3869318 148246 None Vol-2 8.33.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (CM SR 2023-24/P.No.45/Vol-2/8.33.3) Sqm 145.95 145.95 1555.22 False None None False None False 226984.359 0 3869319 148246 None Vol-2 12.57.3 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. 30 mm thick both side commercial (CM SR 2023-24/P.No.105/Vol-2/12.57.3) Sqm 3155.25 3155.25 7.35 False None None False None False 23191.0875 0 3869320 148246 None Vol-2 12.61 Providing and fixing chromium plated brass night latch of approved quality including necessary screws etc. complete. (CM SR 2023-24/P.No.105/Vol-2/12.61) No 1039.5 1039.5 8.0 False None None False None False 8316.0 0 3869321 148246 None Vol-2 12.62 Providing and fixing chromium plated brass handles of 100/125 mm with necessary screws etc. complete (CM SR 2023-24/P.No.105/Vol-2/12.62) No 248.85 248.85 4.0 False None None False None False 995.4 0 3869322 148246 None Vol-3 8.15 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. (CM SR 2023-24/P.No.67/Vol-3/8.15) Mtr 556.5 556.5 50.0 False None None False None False 27825.0 0 3869323 148246 None Vol-1 2.5.3 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 (CM SR 2023-24/P.No.16/Vol-1/2.5.3) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates for plinth beam and slab Cum 11036.02 11036.02 35.66 False None None False None False 393544.4732 0 3869324 148246 None Vol-1 2.5.3 Providing and laying in position cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges up to 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 for columns Cum 12507.5 12507.5 260.92 False None None False None False 3263456.9 0 3869325 148246 None Vol-1 2.5.3 Providing and laying in position cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges up to 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 for lintels and beams Cum 11711.76 11711.76 152.58 False None None False None False 1786980.3408 0 3869326 148246 None Vol-1 2.5.3 Providing and laying in position cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges up to 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 (CM SR 2023-24/P.No.16/Vol-1/2.5.3) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates for chejjas Cum 10668.16 10668.16 0.5 False None None False None False 5334.08 0 3869327 148246 None Vol-1 2.5.3 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 (CM SR 2023-24/P.No.16/Vol-1/2.5.3) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Slab for soak pit 15.4 Cum 10442.25 10442.25 0.5 False None None False None False 5221.125 0 3869328 148246 None Vol-1 2.11 a 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. (CM SR 2023-24/P.No.18/Vol-1/2.11 a) Tonne 93929.85 93929.85 120.209 False None None False None False 11291213.33865 0 3869329 148246 None Vol II I.No.8.33.2 P.No. 46 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting, cost of materials, labour complete as per specifications and as per directions of Engineer Sqm 144.9 144.9 4.91 False None None False None False 711.459 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1724822680000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1724822680000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1724822680000 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 1724822680000 0 None None ELIGIBILITY It shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of e-Procurement on or before the last date and time of bid submission. None 1724822680000 0 None None ELIGIBILITY EMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection. None 1724822736000 0 None None ELIGIBILITY Corrigendum / modifications / correction, if any, will be published in the KPP portal only. None 1724822750000 0 None None ELIGIBILITY Tenderers are required to read the Bid Documents carefully before submission of their bid. Any discrepancies observed in the documents uploaded by the tenderer the tender shall liable to rejected. The Employer reserves the right to reject any or all Tenders without assigning any reason or what so ever. Conditional tenders will not be accepted. None 1724822766000 0 None None ELIGIBILITY As per Karnataka State Government order No.LD/300/LET/2006 Bangalore Dated 01.01.2007 and Government Letter No.PW/134/BMS/2007 Dated 27-07-2007, a sum amounting to 1%of the bill amount will be deducted towards Construction Labour Welfare fund. Royalty on construction materials and other taxes will be deducted as per prevailing Govt., orders as may be modified from time to time. None 1724822781000 0 None None ELIGIBILITY Work done certificate should be issued by competent authority not below the rank of Executive Engineer and Submitted Work done certificate should include E-PROCUREMENT INDENT NUMBER. The Tenderer shall scan Original Workdone certificates / Turnover Statements and any other documents specified by the employer and attach the scanned file to the Bid. The Original Documents shall be produced for physical verification within one week from the date of Technical bid opening or when called for during evaluation of tender. None 1724822803000 0 None None ELIGIBILITY a) Financial turnover of previous years shall be given a weightage of 10% per year to bring them to the price level of the 2024-25. b) The Tenderer should maintain the Work during defective liability period i.e., TWO Year from the completion date. c) The Tenders are invited as per Standard tender Bid Document, All terms and conditions as per tender documents and Other details can be seen in the tender documents. None 1724823254000 0 None None ELIGIBILITY As per Government Order NO: FD 675 EXP 12 /2020 Banglore Dated 22-12-2020 action will be taken if the documents submitted by the tenderer found to be misleading /forged or fake. None 1724823271000 0 None None ELIGIBILITY Bidders have to quote and execute the work as per the detailed specification given in Sanctioned estimate and the instructions of the Engineer incharge. The copy of the estimate can be obtained from the Asst. Executive Engineers office, City Corporation Davanagere during Office hours. None 1724823296000 0 None None ELIGIBILITY Certificate of registration in the labor Department / Provident Fund / ESI should be enclosed and shall engage a construction worker who is registered with the Karnataka Building and construction Workers Welfare Board. None 1724823309000 0 None None ELIGIBILITY As per the Govt. Order No.DE 447 Exp-12/2022 Dated : 30-07-2022 GST will be added to the contract amount separately. None 1724823334000 0 None None ELIGIBILITY The tenderer should be a PWD registered Contractor - Class-1 None 1724919793000 0 None None ELIGIBILITY Any discrepencies observed in the documents uploaded by the tenderer the tender will be rejected None 1724919909000 0 None None ELIGIBILITY Royalty on construction materials and other taxes will be deducted as per prevailing Govt orders as may be modified from time to time None 1724920036000 0 None None ELIGIBILITY Bidder has to quote excluding gst. Gst will be paid seperately None 1724920213000 0 None None ELIGIBILITY The employer reserves the right to reject any or all tenders without assingning any reason whatsoever None 1724920435000 0 None None ELIGIBILITY The earnest money deposit will be forfeited if the documents submitted by the tenderer found to be misleading forged/fake None 1724926382000 0 None None ELIGIBILITY Only relevant documents should be submitted in eprocurement None 1724926407000 0 None None ELIGIBILITY All terms & conditions as per bid document None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Minimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. xxxxx Lakhs) None None None None None None Satisfactoriy completed (atleast 90%) as prime contractor at-least one such similar work of value not less than Rs. xxxxxxx (80% of estimated cost of tender) None None None None None None Executed in any one year the following minimum quantities of work (Cement Concrete - xxxx cum, Earthwork - xxxx cum, etc) (80% of peak rate of construction) None None None None None None Tenderer or his identified Sub Contractor should possess valid Electrical License for executing building electrificatio works and should have executed similar electrical works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None None None None None None Tenderer or his identified Sub Contractor should possess valid license for executing water supply / sanitary engineering works and should have executed similar works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None None None None None None Owning the following key and critical equipment for this work (xxxx, xxxx, xxxx) None None None None None None Liquid assets and /or availability of credit facilities of no less than Rs. xxxxxx Lakhs (estimated cash flow for 3 months of peak construction period) None None None None None None Total value of civl engineering works executed and payments received in the last five years (year-wise) None None None None None None List of existing commitments and ongoing works None None None None None None List of works for which tenders already submitted None None None None None None Banker Details for reference None None None None None None Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded None None None None None None Reports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five years None None None None None None Qualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awarded None None None None None None List of Financial Resources with Certificates None None None None None None The tenderer should have executed in any one year i.e. 2019-20 TO 2023-24 for a continuous period of 12 months in last five years the following minimum quantities of work Sl.No item Description quantity exucted unit 1. Earthwork / Embankment -1911cum, 2.PCC/RCC 1842CUM 3.TMT - 97 t,4.All types of roofing 5747 Sqm 5.Masonry(Solid concrete blocks/ SSM/BBM)1871 Cum etc (Work done certificate with Eproc indent and issued by the officer not bellow the rank of Executive Engineer of Equivalent) Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Tenderer in his name should have in the last five years i.e., 2019-20 TO 2023-24 Satisfactory completed, at least one similar building/PEB/shedwork work of value not less than Rs.427.50Lakhs as prime contractor (Work Done certificate with E-procurement Indent number and issued by the officer not below the rank of Executive Engineer or Equivalent) Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Each tenderer should further demonstrate availability by owning at least 50percentof the required key and critical equipment for this work and the remaining 50percent can be deployed on lease /hire basis for all works provided, the relevant documents (Applicants shall indicate the make, year of manufacture, capacity and working conditions of each of the equipments along with RC issued by R.T.O. / Sale deed/purchase invoice, hire/lease agreements) shall be furnished. Hydraulic Excavator 2 Nos. Batchmix plant /Transit concrete mixer(Ajax) 1/2Nos Tippers 4Nos Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- RC issued by R.T.O. / Sale deed/purchase invoice, hire/lease agreements None None None None Tenderer in its name should have in the last five years i.e., 2019-20 TO 2023-24 Achieved in at least two financial years a minimum annual financial turnover (in all classes of civil engineering constructions works only) of Rs.1710 lakhs. (Turnover certificate from CA with valid UDIN Number along with profit loss, Balance Sheet and IT Returns) Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None liquid assets and or availability of credit facilities of no less than Rs.207.00 Lakhs (Unconditional Credit lines/ letters of credit/ certificates from banks for meeting the fund requirement etc Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None PWD Class-1 Contractor Registration Certificate (Registration Certificate issued by the officer not bellow the rank of Chief Engineer or Equivalent) Others Registration certificate createdTs version createdDate modifiedDate documentName None None None None PWD Registration Certificate (Class I/II/III/IV)
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate as per bid document issued by CA True Technical Bid PWD Registration Certificate True Technical Bid Work done certificate should be issued by competent authority not below the rank of Executive Engineer True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1724927347000 version 0 createdDate None modifiedDate None blockNumber OFFICE OF DEPUTY COMMISSIONER DEVELOPMENT , DCC street None city DAVANAGERE state Karnataka pin 577002
tenderRecallDTO	None