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noticeInvitingTenderDTO	createdTs 1706459268222 version 10 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 4730.00 emd 284000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 12-02-2024 16:00:00 tenderQueryClose 09-02-2024 17:30:00 technicalBidOpen 14-02-2024 16:30:00 publishedDate 02-02-2024 10:40:58 publishedByPost PWD_EE_DIV_SED publishedByUser KPE14118 - DASHWANTH L GAJRE bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 03-02-2024 11:30:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson SRI SHEKHAPPA TAMADADDI splitEmdRequiredYn True emdBankGuarantee 184000.00 emdCash 100000.00 bgValidityPeriod 135 hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08441276278 mobileNumber 9901098011 tenderSupplierList None
tenderSchedule	createdTs 1706459268253 version 8 createdDate None modifiedDate None tenderNumber PWD/2023-24/RD/WORK_INDENT7589 title Construction of CC Road and Drain and High Mast Lamp at Ward No. 1, 2, 3, 4, 5, 6, 7, 8, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21 and 23 in Sedam Taluka Kalaburagi District under KKRDB Micro Non Social (General) for the Year 2023-24 (KLB2311243174) description Construction of CC Road and Drain and High Mast Lamp at Ward No. 1, 2, 3, 4, 5, 6, 7, 8, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21 and 23 in Sedam Taluka Kalaburagi District under KKRDB Micro Non Social (General) for the Year 2023-24 (KLB2311243174) category WORKS categoryText Works ecv 18908024.09 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1690 locationName PWD Division Office Sedam provisionalAmount 22550000.0 groupOverheadTotal 0.0 fileNumber PWD/SD/Sem/2023-24
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1706459268000 0 None None Roads Construction of CC Road and Drain and High Mast Lamp at Ward No. 1 in Sedam Taluka CC ROAD 258418.44 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2318618 68478 None CSR 2023-24 Vol. 3, Pg. No. 148 It. No. 16.27 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 M20 (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 Cum 6692.7 6692.7 37.2 False None None False None False 248968.44 0 2318619 68478 None CSR 2023-24 Vol. 3, Pg. No. 78 It. No. 8.54 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 Each 9450.0 9450.0 1.0 False None None False None False 9450.0 0 1706459268000 0 None None Roads WARD NO. 1 CC DRAIN 217890.04 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2318620 68479 None CSR 2023-24 Vol. 1, Pg. No. 8 It. No. 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 107.1 107.1 39.37 False None None False None False 4216.527 0 2318621 68479 None CSR 2023-24 Vol. 3, Pg. No. 17 It. No. 3.6 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 4.88 False None None False None False 2526.132 0 2318622 68479 None CSR 2023-24 Vol. 1, Pg. No. 15 It. No. 2.1.2 Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates Cum 5947.2 5947.2 4.88 False None None False None False 29022.336 0 2318623 68479 None CSR 2023-24 Vol. 1, It. No. 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 necessary, 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 4.5 False None None False None False 29876.175 0 2318624 68479 None CSR 2023-24 Vol. 1, It. No. 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 necessary, 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 8.1 False None None False None False 53777.115 0 2318625 68479 None CSR 2023-24 Vol. 1, It. No. 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 necessary, 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 3.0 False None None False None False 19917.45 0 2318626 68479 None CSR 2023-24 Vol. 1, Pg. No. 18 It. No. 2.11 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. All other type of structures Tonne 82961.55 82961.55 0.72 False None None False None False 59732.316 0 2318627 68479 None DSR 2023-24 Vol-1 Item No. 4 Pg. No. 111 Add formwork 35% for cement concrete drain wall Cum 2323.7 2323.7 8.1 False None None False None False 18821.97 0 1706459268000 0 None None Roads WARD NO. 1 PROVIDING AND FIXING HIGH MAST LAMP 304232.14 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2318628 68480 None CSR 2023-24 PWD Elec Vol-6 Chapter-4 It No - 4.5.1 Fabrication, Supplying, Erection, Testing and Commissioning of ……Mtrs long polygon high mast with Single / Multiple  telescopic sections having, ( minimum overlap distance of 1.5 times of top section)  thickness as per BSEN 10025 grade S 355 JO /ASTM A572-50 steel sheet plate for shaft suitable to withstand a wind velocity of 47 m/sec as per IS 875 part 3(as per GA Drawing).Base plate  as per IS 2062/ASTM A572-50. The mast shall be Galvanized in single Hot-dip as per BSEN ISO 1461/ASTM A123 with an average 70 microns as per IS 2629, and welded as per BS 5135 Single L-Seam joint. The mast shall have 2way head frame with  die cast LM-6 pulleys, stainless steel axle, Phosphorus Bronze bearing bush press-fitted with separate guides for 2 runs of 5mm dia, stainless steel wire rope of AISI 304grade 7/19-core, (Factor of Safety as per TR no-7). 2.5sqmm EPR insulated PCP sheathed trailing power cable housed inside the bottom shaft of mast with door having  locking arrangement. The mast shall have power tool operating on 230/ 415V, 50Hz, 1/3 phases reversible geared motor. The mast shall have lantern of 2 segments, suitable dia  with max load  carrying capacity as per IS 1239. The mast shall be erected on existing  RCC footing.  The mast shall be supplied with 3mm thick template, lightning arrester of 1.2m length galvanized pipe with top arrow fitted on top of the head frame cover and GLS type aviation twin lamps fitting with wiring complete. ( excluding foundation) as per technical data. 12Mtrs/12.5Mtrs - Top 100mm and bottom 310 mm dia Each 131000.0 131000.0 1.0 False None None False None False 131000.0 0 2318629 68480 None CSR 2023-24 PWD Elec Vol-6 Chapter-4 It No.11.9.6 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 50000hr @ Lumen Maintenance of 70%, CCT 5500K, IP 66optical and electrical compartment & impact resistance of complete luminaire IK08. Power Factor greater than 0.9 with mains, Surge Protection- Min 5KV along with Over voltage/Overload, short circuit/ miss-wiring protection. Compatible for pole mouting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V 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 130lm/w, nominal CRI 75. Luminaire manufacturer should have inhouse facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008 . Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree Nichia Lumileds Osram make LED Source. LED Floodlight 200W Each 18581.0 18581.0 6.0 False None None False None False 111486.0 0 2318630 68480 None CSR 2023-24 PWD Ele Vol-6 Chapter-13 It No - 13.5 Fixing halogen/metal halide / SVL / IL / LED floodlight fitting over existing pole / wall ceiling including clamps, bolts, nuts and wiring using suitable capacity wires. Each 162.0 162.0 6.0 False None None False None False 972.0 0 2318631 68480 None CSR 2023-24 PWD Elec Vol-6 Chapter-2 It No -2.5.10 Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade copper with flexible copper conductor confirming to table 3 class 5 of IS:8130-1984 and PVC insulation and sheathed suitable for working voltage upto 1100Volts as per IS-694:1990 - 5C X 2.5Sqmm Mtr 266.0 266.0 15.0 False None None False None False 3990.0 0 2318632 68480 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.19. Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure. Double Door 6Way SP &N Each 1791.0 1791.0 1.0 False None None False None False 1791.0 0 2318633 68480 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.18. Supplying and 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. 6-32Amps SP Each 415.0 415.0 2.0 False None None False None False 830.0 0 2318634 68480 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.18. Supplying and 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. 40Amps DP Each 1060.0 1060.0 1.0 False None None False None False 1060.0 0 2318635 68480 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.13. Supply and fixing of 4pole power contactor with NO/NC contacts on existing wood/panel board using necessary bolts, nuts, washers and wiring etc., complete with AC-3 Rating and as per IS-13947. 40Amps Each 2258.0 2258.0 1.0 False None None False None False 2258.0 0 2318636 68480 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.18. Supplying and 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 40Amps TPN Each 3044.0 3044.0 1.0 False None None False None False 3044.0 0 2318637 68480 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.47 Supplying and fixing Microprocessor based Electronic timer (without contactor, Din Mounting using necessary bolts, nuts and washers etc.,.) 3-120sec setting. Each 2315.0 2315.0 1.0 False None None False None False 2315.0 0 2318638 68480 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.42. Fabricating supplying and mounting MS box made out 14SWG suitable for floor / wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 2 coats of red oxide primer paint and finally finished with approved colour enameled metal paint etc., complete. Sq CM 0.5 0.5 12000.0 False None None False None False 6000.0 0 2318639 68480 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.41. Supplying and fixing angle iron frame work fabricated out of M.S. angle iron. and M.S. flat … with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. 40x40x6mm Mtr 305.0 305.0 8.0 False None None False None False 2440.0 0 2318640 68480 None DSR 2019-20, Page No-43-44, It No- 6.18.3 Supplying and running GI conductor for grounding and (along with other wires in conduit system of wiring) using necessary suitable size clamps, nails, guttas/spacers etc. GI Wire 8SWG Mtr 19.0 19.0 3.0 False None None False None False 57.0 0 2318641 68480 None DSR 2019-20, Page No-40, It No- 6.3.1 Supplying and running of GI strips for grounding connections, using necessary fixing materials as required. GI strip 25x3mm Mtr 75.0 75.0 5.0 False None None False None False 375.0 0 2318642 68480 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.30 Supplying, fixing and wiring electronic 5 to 20Amps single phase Class-1 Accuracy with Temper Proof Energy Meter. Each 1380.0 1380.0 1.0 False None None False None False 1380.0 0 2318643 68480 None Bescom 2023-24 Part-III Sl.No.198 Item.No.32.02 Co 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part 1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 10 Sqmm, 2 Core, (9 GI Strips - 4 x 0.8 mm)" Km 101113.0 101113.0 0.02 False None None False None False 2022.26 0 2318644 68480 None Bescom 2023-24 Part-III Sl.No.217 Item.No.33.02 Co Compression type Aluminium Tubular in Line Connector for Aluminum Conductor A)10sqmm Each 4.0 4.0 4.0 False None None False None False 16.0 0 2318645 68480 None Bescom 2023-24 Part-IV Sl.No.202 Item.No.29.03 Pag Earth work excavation for cable trench of 0.5 to 0.75 Mtr. Width and Depth upto 1 Mtr including trial pits, depositing on bank upto a lead of 50 Mtr, Supplying and Displaying necessary Danger Boards and Lighting, Using sight Rails and Sign Boards at every 100 Mtr wherever necessary as directed. Hard Soil Each 389.0 389.0 13.0 False None None False None False 5057.0 0 2318646 68480 None Bescom 2023-24 Part-IV Sl.No.206 Item.No.29.07 Pag Refilling the cable trenches with selected available earth from trench excavation including watering, consolidation in layers of 15 cm. Thickness including depositing of the surplus earth with a lead of 200 Mtr" Each 58.0 58.0 13.0 False None None False None False 754.0 0 2318647 68480 None Bescom 2023-24 Part-IV Sl.No.167 Item.No.20.05 Pag Laying of cable in Existing Trench/GI pipe/Stone Ware using Wooden/Aluminum Rollers as directed by the departmental staff LT Cable. 2.5 to 25 Sqmm Km 16159.0 16159.0 0.02 False None None False None False 323.18 0 2318648 68480 None DSR 2019-20, Page No-40, It No- 6.1 Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40mm dia 2.90mm thick GI pipe 2.5 mtr long buried in a pit … The pit should be filled with equal proportion of salt and charcoal 150mm all-round the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per ISI specification 7.3.3. of IS 732 using 12mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 122 mm dia Each 2999.7 2999.7 1.0 False None None False None False 2999.7 0 2318649 68480 None PWD Civil SR Vol-I 2023-24 P.No.06 It.No.1.5.1 Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling 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, usage & other appurtenances required to complete the work." Cum 299.0 299.0 2.3 False None None False None False 687.7 0 2318650 68480 None PWD Civil SR Vol-I 2023-24 P.No.18 It.No.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 Kg 89457.0 89457.0 0.1 False None None False None False 8945.7 0 2318651 68480 None PWD Civil SR Vol-I 2023-24 P.No.15 It.No. 2.1.4 Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregate Cum 6217.0 6217.0 1.0 False None None False None False 6217.0 0 2318652 68480 None PWD Civil SR Vol-I 2023-24 Page No 16 Item No 2.5. 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6843.0 6843.0 1.2 False None None False None False 8211.6 0 1706459268000 0 None None Roads Construction of CC Road and Drain at Ward No. 2 in Sedam Taluka CC ROAD 662697.01 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2318653 68481 None CSR 2023-24 Vol. 3, Pg. No. 17 It. No. 3.7 Compacting Original Ground Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. Cum 110.25 110.25 49.5 False None None False None False 5457.375 0 2318654 68481 None CSR 2023-24 Vol. 3, Pg. No. 17 It. No. 3.6 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 49.5 False None None False None False 25623.675 0 2318655 68481 None CSR 2023-24 Vol. 3, It. No. .4.2.B.v By Mix in Place Method: 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 For Grading -V Material Cum 2476.95 2476.95 33.0 False None None False None False 81739.35 0 2318656 68481 None CSR 2023-24 Vol. 3, Pg. No. 26 It. No. 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 rollerto achieve the desireddensity.Wet Mix Macadam (Plant Mix Method) Cum 2686.95 2686.95 33.0 False None None False None False 88669.35 0 2318657 68481 None CSR 2023-24 Vol. 1, Pg. No. 148 It. No. 16.27 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 M20 (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 Cum 6692.7 6692.7 67.5 False None None False None False 451757.25 0 2318658 68481 None CSR 2023-24 Vol. 3, Pg. No. 78 It. No. 8.54 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 Each 9450.0 9450.0 1.0 False None None False None False 9450.0 0 1706459268000 0 None None Roads WARD NO. 2 CC DRAIN 203904.35 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2318659 68482 None CSR 2023-24 Vol. 1, Pg. No. 8 It. No. 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 107.1 107.1 40.5 False None None False None False 4337.55 0 2318660 68482 None CSR 2023-24 Vol. 3, Pg. No. 17 It. No. 3.6 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 4.5 False None None False None False 2329.425 0 2318661 68482 None CSR 2023-24 Vol. 3, Pg. No. 15 It. No. 2.1.2 Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates Cum 5947.2 5947.2 4.5 False None None False None False 26762.4 0 2318662 68482 None CSR 2023-24 Vol. 1, It. No. 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 necessary, 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 3.0 False None None False None False 19917.45 0 2318663 68482 None CSR 2023-24 Vol. 1, It. No. 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 necessary, 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 9.0 False None None False None False 59752.35 0 2318664 68482 None CSR 2023-24 Vol. 1, It. No. 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 necessary, 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 2.28 False None None False None False 15137.262 0 2318665 68482 None CSR 2023-24 Vol. 1, Pg. No. 18 It. No. 2.11.h 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. All other type of structures Tonne 82961.55 82961.55 0.66 False None None False None False 54754.623 0 2318666 68482 None DSR 2023-24 Vol-1 Item No. 4 Pg. No. 111 Add formwork 35% for cement concrete drain wall Cum 2323.7 2323.7 9.0 False None None False None False 20913.3 0 1706459268000 0 None None Roads Construction of CC Road and Drain at Ward No. 3 in Sedam Taluka CC DRAIN 866008.86 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2318667 68483 None CSR 2023-24 Vol. 1, Pg. No. 8 It. No. 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 107.1 107.1 108.79 False None None False None False 11651.409 0 2318668 68483 None CSR 2023-24 Vol. 3, Pg. No. 17 It. No. 3.6 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 12.52 False None None False None False 6480.978 0 2318669 68483 None CSR 2023-24 Vol. 3, Pg. No. 15 It. No. 2.1.2 Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates Cum 5947.2 5947.2 12.52 False None None False None False 74458.944 0 2318670 68483 None CSR 2023-24 Vol. 1, It. No. 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 necessary, 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 12.52 False None None False None False 83122.158 0 2318671 68483 None CSR 2023-24 Vol. 1, It. No. 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 necessary, 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 39.15 False None None False None False 259922.7225 0 2318672 68483 None CSR 2023-24 Vol. 1, It. No. 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 necessary, 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 12.71 False None None False None False 84383.5965 0 2318673 68483 None CSR 2023-24 Vol. 1, Pg. No. 18 It. No. 2.11.h 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. All other type of structures Tonne 82961.55 82961.55 2.96 False None None False None False 245566.188 0 2318674 68483 None DSR 2023-24 Vol-1 Item No. 4 Pg. No. 111 Add formwork 35% for cement concrete drain wall Cum 2323.7 2323.7 39.15 False None None False None False 90972.855 0 2318675 68483 None CSR 2023-24 Vol. 3, Pg. No. 78 It. No. 8.54 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 Sqm 9450.0 9450.0 1.0 False None None False None False 9450.0 0 1706459268000 0 None None Roads WARD NO. 3 PROVIDING AND FIXING HIGH MAST LAMP 304232.14 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2318676 68484 None CSR 2023-24 PWD Elec Vol-6 Chapter-4 It No - 4.5.1 Fabrication, Supplying, Erection, Testing and Commissioning of ……Mtrs long polygon high mast with Single / Multiple  telescopic sections having, ( minimum overlap distance of 1.5 times of top section)  thickness as per BSEN 10025 grade S 355 JO /ASTM A572-50 steel sheet plate for shaft suitable to withstand a wind velocity of 47 m/sec as per IS 875 part 3(as per GA Drawing).Base plate  as per IS 2062/ASTM A572-50. The mast shall be Galvanized in single Hot-dip as per BSEN ISO 1461/ASTM A123 with an average 70 microns as per IS 2629, and welded as per BS 5135 Single L-Seam joint. The mast shall have 2way head frame with  die cast LM-6 pulleys, stainless steel axle, Phosphorus Bronze bearing bush press-fitted with separate guides for 2 runs of 5mm dia, stainless steel wire rope of AISI 304grade 7/19-core, (Factor of Safety as per TR no-7). 2.5sqmm EPR insulated PCP sheathed trailing power cable housed inside the bottom shaft of mast with door having  locking arrangement. The mast shall have power tool operating on 230/ 415V, 50Hz, 1/3 phases reversible geared motor. The mast shall have lantern of 2 segments, suitable dia  with max load  carrying capacity as per IS 1239. The mast shall be erected on existing  RCC footing.  The mast shall be supplied with 3mm thick template, lightning arrester of 1.2m length galvanized pipe with top arrow fitted on top of the head frame cover and GLS type aviation twin lamps fitting with wiring complete. ( excluding foundation) as per technical data. 12Mtrs/12.5Mtrs - Top 100mm and bottom 310 mm dia Each 131000.0 131000.0 1.0 False None None False None False 131000.0 0 2318677 68484 None CSR 2023-24 PWD Elec Vol-6 Chapter-4 It No.11.9.6 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 50000hr @ Lumen Maintenance of 70%, CCT greater than 5500K, IP 66optical and electrical compartment & impact resistance of complete luminaire greater than IK08. Power Factor greater than 0.9 with mains, Surge Protection- Min 5KV along with Over voltage/Overload, short circuit/ miss-wiring protection. Compatible for pole mouting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V 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 greater than130lm/w, nominal CRI greater than 75. Luminaire manufacturer should have inhouse facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008 . Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/Lumileds /Osram make LED Source. LED Floodlight 200W Each 18581.0 18581.0 6.0 False None None False None False 111486.0 0 2318678 68484 None CSR 2023-24 PWD Ele Vol-6 Chapter-13 It No - 13.5 Fixing halogen/metal halide / SVL / IL / LED floodlight fitting over existing pole / wall ceiling including clamps, bolts, nuts and wiring using suitable capacity wires. Each 162.0 162.0 6.0 False None None False None False 972.0 0 2318679 68484 None CSR 2023-24 PWD Elec Vol-6 Chapter-2 It No -2.5.10 Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade copper with flexible copper conductor confirming to table 3 class 5 of IS:8130-1984 and PVC insulation and sheathed suitable for working voltage upto 1100Volts as per IS-694:1990 - 5C X 2.5Sqmm Mtr 266.0 266.0 15.0 False None None False None False 3990.0 0 2318680 68484 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.19. Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure. Double Door 6Way SP &N Each 1791.0 1791.0 1.0 False None None False None False 1791.0 0 2318681 68484 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.18. Supplying and 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. 6-32Amps SP Each 415.0 415.0 2.0 False None None False None False 830.0 0 2318682 68484 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.18. Supplying and 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. 40Amps DP Each 1060.0 1060.0 1.0 False None None False None False 1060.0 0 2318683 68484 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.13. Supply and fixing of 4pole power contactor with NO/NC contacts on existing wood/panel board using necessary bolts, nuts, washers and wiring etc., complete with AC-3 Rating and as per IS-13947. 40Amps Each 2258.0 2258.0 1.0 False None None False None False 2258.0 0 2318684 68484 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.18. Supplying and 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 40Amps TPN Each 3044.0 3044.0 1.0 False None None False None False 3044.0 0 2318685 68484 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.47 Supplying and fixing Microprocessor based Electronic timer (without contactor, Din Mounting using necessary bolts, nuts and washers etc.,.) 3-120sec setting. Each 2315.0 2315.0 1.0 False None None False None False 2315.0 0 2318686 68484 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.42. Fabricating supplying and mounting MS box made out 14SWG suitable for floor / wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 2 coats of red oxide primer paint and finally finished with approved colour enameled metal paint etc., complete. Sq CM 0.5 0.5 12000.0 False None None False None False 6000.0 0 2318687 68484 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.41. Supplying and fixing angle iron frame work fabricated out of M.S. angle iron. and M.S. flat … with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. 40x40x6mm Mtr 305.0 305.0 8.0 False None None False None False 2440.0 0 2318688 68484 None DSR 2019-20, Page No-43-44, It No- 6.18.3 Supplying and running GI conductor for grounding and (along with other wires in conduit system of wiring) using necessary suitable size clamps, nails, guttas/spacers etc. GI Wire 8SWG Mtr 19.0 19.0 3.0 False None None False None False 57.0 0 2318689 68484 None DSR 2019-20, Page No-40, It No- 6.3.1 Supplying and running of GI strips for grounding connections, using necessary fixing materials as required. GI strip 25x3mm Mtr 75.0 75.0 5.0 False None None False None False 375.0 0 2318690 68484 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.30 Supplying, fixing and wiring electronic 5 to 20Amps single phase Class-1 Accuracy with Temper Proof Energy Meter. Each 1380.0 1380.0 1.0 False None None False None False 1380.0 0 2318691 68484 None Bescom 2023-24 Part-III Sl.No.198 Item.No.32.02 Co 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part 1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 10 Sqmm, 2 Core, (9 GI Strips - 4 x 0.8 mm) Km 101113.0 101113.0 0.02 False None None False None False 2022.26 0 2318692 68484 None Bescom 2023-24 Part-III Sl.No.217 Item.No.33.02 Co Compression type Aluminium Tubular in Line Connector for Aluminum Conductor A)10sqmm Each 4.0 4.0 4.0 False None None False None False 16.0 0 2318693 68484 None Bescom 2023-24 Part-IV Sl.No.202 Item.No.29.03 Pag Earth work excavation for cable trench of 0.5 to 0.75 Mtr. Width and Depth upto 1 Mtr including trial pits, depositing on bank upto a lead of 50 Mtr, Supplying and Displaying necessary Danger Boards and Lighting, Using sight Rails and Sign Boards at every 100 Mtr wherever necessary as directed. Hard Soil" Each 389.0 389.0 13.0 False None None False None False 5057.0 0 2318694 68484 None Bescom 2023-24 Part-IV Sl.No.206 Item.No.29.07 Pag Refilling the cable trenches with selected available earth from trench excavation including watering, consolidation in layers of 15 cm. Thickness including depositing of the surplus earth with a lead of 200 Mtr" Each 58.0 58.0 13.0 False None None False None False 754.0 0 2318695 68484 None Bescom 2023-24 Part-IV Sl.No.167 Item.No.20.05 Pag Laying of cable in Existing Trench/GI pipe/Stone Ware using Wooden/Aluminum Rollers as directed by the departmental staff LT Cable. 2.5 to 25 Sqmm Km 16159.0 16159.0 0.02 False None None False None False 323.18 0 2318696 68484 None DSR 2019-20, Page No-40, It No- 6.1 Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40mm dia 2.90mm thick GI pipe 2.5 mtr long buried in a pit … The pit should be filled with equal proportion of salt and charcoal 150mm all-round the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per ISI specification 7.3.3. of IS 732 using 12mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 122 mm dia Each 2999.7 2999.7 1.0 False None None False None False 2999.7 0 2318697 68484 None PWD Civil SR Vol-I 2023-24 P.No.06 It.No.1.5.1 Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling 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, usage & other appurtenances required to complete the work." Cum 299.0 299.0 2.3 False None None False None False 687.7 0 2318698 68484 None PWD Civil SR Vol-I 2023-24 P.No.18 It.No.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 Kg 89457.0 89457.0 0.1 False None None False None False 8945.7 0 2318699 68484 None PWD Civil SR Vol-I 2023-24 P.No.15 It.No. 2.1.4 Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregate Cum 6217.0 6217.0 1.0 False None None False None False 6217.0 0 2318700 68484 None PWD Civil SR Vol-I 2023-24 Page No 16 Item No 2.5. 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6843.0 6843.0 1.2 False None None False None False 8211.6 0 1706459268000 0 None None Roads Construction of CC Road and Drain at Ward No. 4 in Sedam Taluka CC ROAD 856168.68 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2318701 68485 None CSR 2023-24 Vol. 3, Pg. No. 17 It. No. 3.7 Compacting Original Ground Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. Cum 110.25 110.25 53.25 False None None False None False 5870.8125 0 2318702 68485 None CSR 2023-24 Vol. 3, Pg. No. 17 It. No. 3.6 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 35.5 False None None False None False 18376.575 0 2318703 68485 None CSR 2023-24 Vol. 3, It. No. .4.2.B.v By Mix in Place Method: 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 For Grading -V Material Cum 2476.95 2476.95 35.5 False None None False None False 87931.725 0 2318704 68485 None CSR 2023-24 Vol. 3, Pg. No. 26 It. No. 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 rollerto achieve the desireddensity.Wet Mix Macadam (Plant Mix Method) Cum 2686.95 2686.95 35.5 False None None False None False 95386.725 0 2318705 68485 None CSR 2023-24 Vol. 1, Pg. No. 148 It. No. 16.27 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 M20 (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 Cum 6692.7 6692.7 95.5 False None None False None False 639152.85 0 2318706 68485 None CSR 2023-24 Vol. 3, Pg. No. 78 It. No. 8.54 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 Sqm 9450.0 9450.0 1.0 False None None False None False 9450.0 0 1706459268000 0 None None Roads WARD NO. 4 CC DRAIN 187989.29 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2318707 68486 None CSR 2023-24 Vol. 1, Pg. No. 8 It. No. 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 107.1 107.1 38.88 False None None False None False 4164.048 0 2318708 68486 None CSR 2023-24 Vol. 3, Pg. No. 17 It. No. 3.6 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 4.32 False None None False None False 2236.248 0 2318709 68486 None CSR 2023-24 Vol. 3, Pg. No. 15 It. No. 2.1.2 Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates Cum 5947.2 5947.2 4.32 False None None False None False 25691.904 0 2318710 68486 None CSR 2023-24 Vol. 1, It. No. 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 necessary, 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 4.32 False None None False None False 28681.128 0 2318711 68486 None CSR 2023-24 Vol. 1, It. No. 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 necessary, 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 8.64 False None None False None False 57362.256 0 2318712 68486 None DSR 2023-24 Vol-1 Item No. 4 Pg. No. 111 Add formwork 35% for cement concrete drain wall Cum 2323.7 2323.7 8.64 False None None False None False 20076.768 0 2318713 68486 None CSR 2023-24 Vol. 1, Pg. No. 18 It. No. 2.11.h 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. All other type of structures Tonne 82961.55 82961.55 0.6 False None None False None False 49776.93 0 1706459268000 0 None None Roads WARD NO. 4 PROVIDING AND FIXING HIGH MAST LAMP 304232.14 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2318714 68487 None CSR 2023-24 PWD Elec Vol-6 Chapter-4 It No - 4.5.1 Fabrication, Supplying, Erection, Testing and Commissioning of ……Mtrs long polygon high mast with Single / Multiple  telescopic sections having, ( minimum overlap distance of 1.5 times of top section)  thickness as per BSEN 10025 grade S 355 JO /ASTM A572-50 steel sheet plate for shaft suitable to withstand a wind velocity of 47 m/sec as per IS 875 part 3(as per GA Drawing).Base plate  as per IS 2062/ASTM A572-50. The mast shall be Galvanized in single Hot-dip as per BSEN ISO 1461/ASTM A123 with an average 70 microns as per IS 2629, and welded as per BS 5135 Single L-Seam joint. The mast shall have 2way head frame with  die cast LM-6 pulleys, stainless steel axle, Phosphorus Bronze bearing bush press-fitted with separate guides for 2 runs of 5mm dia, stainless steel wire rope of AISI 304grade 7/19-core, (Factor of Safety as per TR no-7). 2.5sqmm EPR insulated PCP sheathed trailing power cable housed inside the bottom shaft of mast with door having  locking arrangement. The mast shall have power tool operating on 230/ 415V, 50Hz, 1/3 phases reversible geared motor. The mast shall have lantern of 2 segments, suitable dia  with max load  carrying capacity as per IS 1239. The mast shall be erected on existing  RCC footing.  The mast shall be supplied with 3mm thick template, lightning arrester of 1.2m length galvanized pipe with top arrow fitted on top of the head frame cover and GLS type aviation twin lamps fitting with wiring complete. ( excluding foundation) as per technical data. 12Mtrs/12.5Mtrs - Top 100mm and bottom 310 mm dia Each 131000.0 131000.0 1.0 False None None False None False 131000.0 0 2318715 68487 None CSR 2023-24 PWD Elec Vol-6 Chapter-4 It No.11.9.6 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 50000hr @ Lumen Maintenance of 70%, CCT greater than 5500K, IP 66optical and electrical compartment & impact resistance of complete luminaire greater than IK08. Power Factor greater than 0.9 with mains, Surge Protection- Min 5KV along with Over voltage/Overload, short circuit/ miss-wiring protection. Compatible for pole mouting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V 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 greater than 130lm/w, nominal CRI greater than 75. Luminaire manufacturer should have inhouse facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008 . Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/Lumileds /Osram make LED Source. LED Floodlight 200W Each 18581.0 18581.0 6.0 False None None False None False 111486.0 0 2318716 68487 None CSR 2023-24 PWD Ele Vol-6 Chapter-13 It No - 13.5 Fixing halogen/metal halide / SVL / IL / LED floodlight fitting over existing pole / wall ceiling including clamps, bolts, nuts and wiring using suitable capacity wires. Each 162.0 162.0 6.0 False None None False None False 972.0 0 2318717 68487 None CSR 2023-24 PWD Elec Vol-6 Chapter-2 It No -2.5.10 Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade copper with flexible copper conductor confirming to table 3 class 5 of IS:8130-1984 and PVC insulation and sheathed suitable for working voltage upto 1100Volts as per IS-694:1990 - 5C X 2.5Sqmm Mtr 266.0 266.0 15.0 False None None False None False 3990.0 0 2318718 68487 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.19. Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure. Double Door 6Way SP &N Each 1791.0 1791.0 1.0 False None None False None False 1791.0 0 2318719 68487 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.18. Supplying and 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. 6-32Amps SP Each 415.0 415.0 2.0 False None None False None False 830.0 0 2318720 68487 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.18. Supplying and 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. 40Amps DP Each 1060.0 1060.0 1.0 False None None False None False 1060.0 0 2318721 68487 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.13. Supply and fixing of 4pole power contactor with NO/NC contacts on existing wood/panel board using necessary bolts, nuts, washers and wiring etc., complete with AC-3 Rating and as per IS-13947. 40Amps Each 2258.0 2258.0 1.0 False None None False None False 2258.0 0 2318722 68487 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.18. Supplying and 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 40Amps TPN Each 3044.0 3044.0 1.0 False None None False None False 3044.0 0 2318723 68487 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.47 Supplying and fixing Microprocessor based Electronic timer (without contactor, Din Mounting using necessary bolts, nuts and washers etc.,.) 3-120sec setting. Each 2315.0 2315.0 1.0 False None None False None False 2315.0 0 2318724 68487 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.42. Fabricating supplying and mounting MS box made out 14SWG suitable for floor / wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 2 coats of red oxide primer paint and finally finished with approved colour enameled metal paint etc., complete. Sq CM 0.5 0.5 12000.0 False None None False None False 6000.0 0 2318725 68487 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.41. Supplying and fixing angle iron frame work fabricated out of M.S. angle iron. and M.S. flat … with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. 40x40x6mm Mtr 305.0 305.0 8.0 False None None False None False 2440.0 0 2318726 68487 None DSR 2019-20, Page No-43-44, It No- 6.18.3 Supplying and running GI conductor for grounding and (along with other wires in conduit system of wiring) using necessary suitable size clamps, nails, guttas/spacers etc. GI Wire 8SWG Mtr 19.0 19.0 3.0 False None None False None False 57.0 0 2318727 68487 None DSR 2019-20, Page No-40, It No- 6.3.1 Supplying and running of GI strips for grounding connections, using necessary fixing materials as required. GI strip 25x3mm Mtr 75.0 75.0 5.0 False None None False None False 375.0 0 2318728 68487 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.30 Supplying, fixing and wiring electronic 5 to 20Amps single phase Class-1 Accuracy with Temper Proof Energy Meter. Each 1380.0 1380.0 1.0 False None None False None False 1380.0 0 2318729 68487 None Bescom 2023-24 Part-III Sl.No.198 Item.No.32.02 Co 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part 1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 10 Sqmm, 2 Core, (9 GI Strips - 4 x 0.8 mm)" Km 101113.0 101113.0 0.02 False None None False None False 2022.26 0 2318730 68487 None Bescom 2023-24 Part-III Sl.No.217 Item.No.33.02 Co Compression type Aluminium Tubular in Line Connector for Aluminum Conductor A)10sqmm Each 4.0 4.0 4.0 False None None False None False 16.0 0 2318731 68487 None Bescom 2023-24 Part-IV Sl.No.202 Item.No.29.03 Pag Earth work excavation for cable trench of 0.5 to 0.75 Mtr. Width and Depth upto 1 Mtr including trial pits, depositing on bank upto a lead of 50 Mtr, Supplying and Displaying necessary Danger Boards and Lighting, Using sight Rails and Sign Boards at every 100 Mtr wherever necessary as directed. Hard Soil" Each 389.0 389.0 13.0 False None None False None False 5057.0 0 2318732 68487 None Bescom 2023-24 Part-IV Sl.No.206 Item.No.29.07 Pag Refilling the cable trenches with selected available earth from trench excavation including watering, consolidation in layers of 15 cm. Thickness including depositing of the surplus earth with a lead of 200 Mtr" Each 58.0 58.0 13.0 False None None False None False 754.0 0 2318733 68487 None Bescom 2023-24 Part-IV Sl.No.167 Item.No.20.05 Pag Laying of cable in Existing Trench/GI pipe/Stone Ware using Wooden/Aluminum Rollers as directed by the departmental staff LT Cable. 2.5 to 25 Sqmm Km 16159.0 16159.0 0.02 False None None False None False 323.18 0 2318734 68487 None DSR 2019-20, Page No-40, It No- 6.1 Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40mm dia 2.90mm thick GI pipe 2.5 mtr long buried in a pit … The pit should be filled with equal proportion of salt and charcoal 150mm all-round the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per ISI specification 7.3.3. of IS 732 using 12mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 122 mm dia Each 2999.7 2999.7 1.0 False None None False None False 2999.7 0 2318735 68487 None DSR 2019-20, Page No-40, It No- 6.1 Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40mm dia 2.90mm thick GI pipe 2.5 mtr long buried in a pit … The pit should be filled with equal proportion of salt and charcoal 150mm all-round the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per ISI specification 7.3.3. of IS 732 using 12mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 122 mm dia Cum 299.0 299.0 2.3 False None None False None False 687.7 0 2318736 68487 None PWD Civil SR Vol-I 2023-24 P.No.06 It.No.1.5.1 Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling 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, usage & other appurtenances required to complete the work." Kg 89457.0 89457.0 0.1 False None None False None False 8945.7 0 2318737 68487 None PWD Civil SR Vol-I 2023-24 P.No.18 It.No.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 Cum 6217.0 6217.0 1.0 False None None False None False 6217.0 0 2318738 68487 None PWD Civil SR Vol-I 2023-24 P.No.15 It.No. 2.1.4 Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregate Cum 6843.0 6843.0 1.2 False None None False None False 8211.6 0 1706459268000 0 None None Roads Construction of CC Road and Drain and High Mast Lamp at Ward No. 5 in Sedam Taluka CC ROAD 298068.26 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2318739 68488 None CSR 2023-24 Vol. 1, Pg. No. 148 It. No. 16.27 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 M20 (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 Cum 6692.7 6692.7 39.38 False None None False None False 263558.526 0 2318740 68488 None CSR 2023-24 Vol. 1, It. No. 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 necessary, 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 2.4 False None None False None False 15933.96 0 2318741 68488 None CSR 2023-24 Vol. I, Pg. No. 18 It. No. 2.11.h 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. All other type of structures Tonne 82961.55 82961.55 0.11 False None None False None False 9125.7705 0 2318742 68488 None CSR 2023-24 Vol. 3, Pg. No. 78 It. No. 8.54 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 Each 9450.0 9450.0 1.0 False None None False None False 9450.0 0 1706459268000 0 None None Roads WARD NO. 5 PROVIDING AND FIXING HIGH MAST LAMP 416690.14 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2318743 68489 None CSR 2023-24 PWD Elec Vol-6 Chapter-4 It No - 4.5.1 Fabrication, Supplying, Erection, Testing and Commissioning of ……Mtrs long polygon high mast with Single / Multiple  telescopic sections having, ( minimum overlap distance of 1.5 times of top section)  thickness as per BSEN 10025 grade S 355 JO /ASTM A572-50 steel sheet plate for shaft suitable to withstand a wind velocity of 47 m/sec as per IS 875 part 3(as per GA Drawing).Base plate  as per IS 2062/ASTM A572-50. The mast shall be Galvanized in single Hot-dip as per BSEN ISO 1461/ASTM A123 with an average 70 microns as per IS 2629, and welded as per BS 5135 Single L-Seam joint. The mast shall have 2way head frame with  die cast LM-6 pulleys, stainless steel axle, Phosphorus Bronze bearing bush press-fitted with separate guides for 2 runs of 5mm dia, stainless steel wire rope of AISI 304grade 7/19-core, (Factor of Safety as per TR no-7). 2.5sqmm EPR insulated PCP sheathed trailing power cable housed inside the bottom shaft of mast with door having  locking arrangement. The mast shall have power tool operating on 230/ 415V, 50Hz, 1/3 phases reversible geared motor. The mast shall have lantern of 2 segments, suitable dia  with max load  carrying capacity as per IS 1239. The mast shall be erected on existing  RCC footing.  The mast shall be supplied with 3mm thick template, lightning arrester of 1.2m length galvanized pipe with top arrow fitted on top of the head frame cover and GLS type aviation twin lamps fitting with wiring complete. ( excluding foundation) as per technical data. 12Mtrs/12.5Mtrs - Top 100mm and bottom 310 mm dia Each 131000.0 131000.0 1.0 False None None False None False 131000.0 0 2318744 68489 None CSR 2023-24 PWD Elec Vol-6 Chapter-4 It No.11.9.6 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 50000hr @ Lumen Maintenance of 70%, CCT greater than 5500K, IP 66optical and electrical compartment & impact resistance of complete luminaire greater than IK08. Power Factor greater than 0.9 with mains, Surge Protection- Min 5KV along with Over voltage/Overload, short circuit/ miss-wiring protection. Compatible for pole mouting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V 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 greater than 130lm/w, nominal CRI 75. Luminaire manufacturer should have inhouse facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008 . Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/Lumileds /Osram make LED Source. LED Floodlight 200W Each 18581.0 18581.0 12.0 False None None False None False 222972.0 0 2318745 68489 None CSR 2023-24 PWD Ele Vol-6 Chapter-13 It No - 13.5 Fixing halogen/metal halide / SVL / IL / LED floodlight fitting over existing pole / wall ceiling including clamps, bolts, nuts and wiring using suitable capacity wires. Each 162.0 162.0 12.0 False None None False None False 1944.0 0 2318746 68489 None CSR 2023-24 PWD Elec Vol-6 Chapter-2 It No -2.5.10 Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade copper with flexible copper conductor confirming to table 3 class 5 of IS:8130-1984 and PVC insulation and sheathed suitable for working voltage upto 1100Volts as per IS-694:1990 - 5C X 2.5Sqmm Mtr 266.0 266.0 15.0 False None None False None False 3990.0 0 2318747 68489 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.19. Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure. Double Door 6Way SP &N Each 1791.0 1791.0 1.0 False None None False None False 1791.0 0 2318748 68489 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.18. Supplying and 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. 6-32Amps SP Each 415.0 415.0 2.0 False None None False None False 830.0 0 2318749 68489 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.18. Supplying and 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. 40Amps DP Each 1060.0 1060.0 1.0 False None None False None False 1060.0 0 2318750 68489 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.13. Supply and fixing of 4pole power contactor with NO/NC contacts on existing wood/panel board using necessary bolts, nuts, washers and wiring etc., complete with AC-3 Rating and as per IS-13947. 40Amps Each 2258.0 2258.0 1.0 False None None False None False 2258.0 0 2318751 68489 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.18. Supplying and 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 40Amps TPN Each 3044.0 3044.0 1.0 False None None False None False 3044.0 0 2318752 68489 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.47 Supplying and fixing Microprocessor based Electronic timer (without contactor, Din Mounting using necessary bolts, nuts and washers etc.,.) 3-120sec setting. Each 2315.0 2315.0 1.0 False None None False None False 2315.0 0 2318753 68489 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.42. Fabricating supplying and mounting MS box made out 14SWG suitable for floor / wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 2 coats of red oxide primer paint and finally finished with approved colour enameled metal paint etc., complete. Sq CM 0.5 0.5 12000.0 False None None False None False 6000.0 0 2318754 68489 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.41. Supplying and fixing angle iron frame work fabricated out of M.S. angle iron. and M.S. flat … with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. 40x40x6mm Mtr 305.0 305.0 8.0 False None None False None False 2440.0 0 2318755 68489 None DSR 2019-20, Page No-43-44, It No- 6.18.3 Supplying and running GI conductor for grounding and (along with other wires in conduit system of wiring) using necessary suitable size clamps, nails, guttas/spacers etc. GI Wire 8SWG Mtr 19.0 19.0 3.0 False None None False None False 57.0 0 2318756 68489 None DSR 2019-20, Page No-40, It No- 6.3.1 Supplying and running of GI strips for grounding connections, using necessary fixing materials as required. GI strip 25x3mm Mtr 75.0 75.0 5.0 False None None False None False 375.0 0 2318757 68489 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.30 Supplying, fixing and wiring electronic 5 to 20Amps single phase Class-1 Accuracy with Temper Proof Energy Meter. Each 1380.0 1380.0 1.0 False None None False None False 1380.0 0 2318758 68489 None Bescom 2023-24 Part-III Sl.No.198 Item.No.32.02 Co 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part 1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 10 Sqmm, 2 Core, (9 GI Strips - 4 x 0.8 mm)" Km 101113.0 101113.0 0.02 False None None False None False 2022.26 0 2318759 68489 None Bescom 2023-24 Part-III Sl.No.217 Item.No.33.02 Co Compression type Aluminium Tubular in Line Connector for Aluminum Conductor A)10sqmm Each 4.0 4.0 4.0 False None None False None False 16.0 0 2318760 68489 None Bescom 2023-24 Part-IV Sl.No.202 Item.No.29.03 Pag Earth work excavation for cable trench of 0.5 to 0.75 Mtr. Width and Depth upto 1 Mtr including trial pits, depositing on bank upto a lead of 50 Mtr, Supplying and Displaying necessary Danger Boards and Lighting, Using sight Rails and Sign Boards at every 100 Mtr wherever necessary as directed. Hard Soil" Each 389.0 389.0 13.0 False None None False None False 5057.0 0 2318761 68489 None Bescom 2023-24 Part-IV Sl.No.206 Item.No.29.07 Pag Refilling the cable trenches with selected available earth from trench excavation including watering, consolidation in layers of 15 cm. Thickness including depositing of the surplus earth with a lead of 200 Mtr" Each 58.0 58.0 13.0 False None None False None False 754.0 0 2318762 68489 None Bescom 2023-24 Part-IV Sl.No.167 Item.No.20.05 Pag Laying of cable in Existing Trench/GI pipe/Stone Ware using Wooden/Aluminum Rollers as directed by the departmental staff LT Cable. 2.5 to 25 Sqmm Km 16159.0 16159.0 0.02 False None None False None False 323.18 0 2318763 68489 None DSR 2019-20, Page No-40, It No- 6.1 Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40mm dia 2.90mm thick GI pipe 2.5 mtr long buried in a pit … The pit should be filled with equal proportion of salt and charcoal 150mm all-round the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per ISI specification 7.3.3. of IS 732 using 12mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 122 mm dia Each 2999.7 2999.7 1.0 False None None False None False 2999.7 0 2318764 68489 None PWD Civil SR Vol-I 2023-24 P.No.06 It.No.1.5.1 Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling 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, usage & other appurtenances required to complete the work." Cum 299.0 299.0 2.3 False None None False None False 687.7 0 2318765 68489 None PWD Civil SR Vol-I 2023-24 P.No.18 It.No.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 Kg 89457.0 89457.0 0.1 False None None False None False 8945.7 0 2318766 68489 None PWD Civil SR Vol-I 2023-24 P.No.15 It.No. 2.1.4q Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregate Cum 6217.0 6217.0 1.0 False None None False None False 6217.0 0 2318767 68489 None PWD Civil SR Vol-I 2023-24 Page No 16 Item No 2.5. 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6843.0 6843.0 1.2 False None None False None False 8211.6 0 1706459268000 0 None None Roads Construction of CC Road and Drain and High MLamp at Ward No. 6 in Sedam Taluka CC DRAIN 496058.9 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2318768 68490 None CSR 2023-24 Vol. 1, Pg. No. 8 It. No. 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 107.1 107.1 85.05 False None None False None False 9108.855 0 2318769 68490 None CSR 2023-24 Vol. 3, Pg. No. 17 It. No. 3.6 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 7.88 False None None False None False 4079.082 0 2318770 68490 None CSR 2023-24 Vol. 3, Pg. No. 15 It. No. 2.1.2 Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates Cum 5947.2 5947.2 7.88 False None None False None False 46863.936 0 2318771 68490 None CSR 2023-24 Vol. 1, It. No. 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 necessary, 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 7.88 False None None False None False 52316.502 0 2318772 68490 None CSR 2023-24 Vol. 1, It. No. 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 necessary, 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 8962.85 8962.85 18.9 False None None False None False 169397.865 0 2318773 68490 None CSR 2023-24 Vol. 1, It. No. 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 necessary, 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 5.62 False None None False None False 37312.023 0 2318774 68490 None CSR 2023-24 Vol. 1, Pg. No. 18 It. No. 2.11 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. All other type of structures Tonne 82961.55 82961.55 1.49 False None None False None False 123612.7095 0 2318775 68490 None CSR 2023-24 Vol. 3, Pg. No. 78 It. No. 8.54 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 Each 9450.0 9450.0 1.0 False None None False None False 9450.0 0 2318776 68490 None DSR 2023-24 Vol-1 Sl. No. 4 Pg. No. 111 Add formwork 35% for cement concrete drain wall Cum 2323.7 2323.7 18.9 False None None False None False 43917.93 0 1706459268000 0 None None Roads Ward No. 6 Providing and Installation High Mast Lamp at Panchlingeshwara Temple 416690.14 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2318777 68491 None CSR 2023-24 PWD Elec Vol-6 Chapter-4 It No - 4.5.1 Fabrication, Supplying, Erection, Testing and Commissioning of ……Mtrs long polygon high mast with Single / Multiple  telescopic sections having, ( minimum overlap distance of 1.5 times of top section)  thickness as per BSEN 10025 grade S 355 JO /ASTM A572-50 steel sheet plate for shaft suitable to withstand a wind velocity of 47 m/sec as per IS 875 part 3(as per GA Drawing).Base plate  as per IS 2062/ASTM A572-50. The mast shall be Galvanized in single Hot-dip as per BSEN ISO 1461/ASTM A123 with an average 70 microns as per IS 2629, and welded as per BS 5135 Single L-Seam joint. The mast shall have 2way head frame with  die cast LM-6 pulleys, stainless steel axle, Phosphorus Bronze bearing bush press-fitted with separate guides for 2 runs of 5mm dia, stainless steel wire rope of AISI 304grade 7/19-core, (Factor of Safety as per TR no-7). 2.5sqmm EPR insulated PCP sheathed trailing power cable housed inside the bottom shaft of mast with door having  locking arrangement. The mast shall have power tool operating on 230/ 415V, 50Hz, 1/3 phases reversible geared motor. The mast shall have lantern of 2 segments, suitable dia  with max load  carrying capacity as per IS 1239. The mast shall be erected on existing  RCC footing.  The mast shall be supplied with 3mm thick template, lightning arrester of 1.2m length galvanized pipe with top arrow fitted on top of the head frame cover and GLS type aviation twin lamps fitting with wiring complete. ( excluding foundation) as per technical data. 12Mtrs/12.5Mtrs - Top 100mm and bottom 310 mm dia Each 131000.0 131000.0 1.0 False None None False None False 131000.0 0 2318778 68491 None CSR 2023-24 PWD Elec Vol-6 Chapter-4 It No.11.9.6 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 50000hr @ Lumen Maintenance of 70%, CCT 5500K, IP 66optical 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 mouting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V 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 greater than 130lm/w, nominal CRI 75. Luminaire manufacturer should have inhouse facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008 . Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/Lumileds /Osram make LED Source. LED Floodlight 200W Each 18581.0 18581.0 12.0 False None None False None False 222972.0 0 2318779 68491 None CSR 2023-24 PWD Ele Vol-6 Chapter-13 It No - 13.5 Fixing halogen/metal halide / SVL / IL / LED floodlight fitting over existing pole / wall ceiling including clamps, bolts, nuts and wiring using suitable capacity wires. Each 162.0 162.0 12.0 False None None False None False 1944.0 0 2318780 68491 None CSR 2023-24 PWD Elec Vol-6 Chapter-2 It No -2.5.10 Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade copper with flexible copper conductor confirming to table 3 class 5 of IS:8130-1984 and PVC insulation and sheathed suitable for working voltage upto 1100Volts as per IS-694:1990 - 5C X 2.5Sqmm Mtr 266.0 266.0 15.0 False None None False None False 3990.0 0 2318781 68491 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.19. Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure. Double Door 6Way SP &N Each 1791.0 1791.0 1.0 False None None False None False 1791.0 0 2318782 68491 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.18. Supplying and 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. 6-32Amps SP Each 415.0 415.0 2.0 False None None False None False 830.0 0 2318783 68491 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.18. Supplying and 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. 40Amps DP Each 1060.0 1060.0 1.0 False None None False None False 1060.0 0 2318784 68491 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.13. Supply and fixing of 4pole power contactor with NO/NC contacts on existing wood/panel board using necessary bolts, nuts, washers and wiring etc., complete with AC-3 Rating and as per IS-13947. 40Amps Each 2258.0 2258.0 1.0 False None None False None False 2258.0 0 2318785 68491 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.18. Supplying and 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 40Amps TPN Each 3044.0 3044.0 1.0 False None None False None False 3044.0 0 2318786 68491 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.47 Supplying and fixing Microprocessor based Electronic timer (without contactor, Din Mounting using necessary bolts, nuts and washers etc.,.) 3-120sec setting. Each 2315.0 2315.0 1.0 False None None False None False 2315.0 0 2318787 68491 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.42. Fabricating supplying and mounting MS box made out 14SWG suitable for floor / wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 2 coats of red oxide primer paint and finally finished with approved colour enameled metal paint etc., complete. Sq CM 0.5 0.5 12000.0 False None None False None False 6000.0 0 2318788 68491 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.41. Supplying and fixing angle iron frame work fabricated out of M.S. angle iron. and M.S. flat … with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. 40x40x6mm Mtr 305.0 305.0 8.0 False None None False None False 2440.0 0 2318789 68491 None DSR 2019-20, Page No-43-44, It No- 6.18.3 Supplying and running GI conductor for grounding and (along with other wires in conduit system of wiring) using necessary suitable size clamps, nails, guttas/spacers etc. GI Wire 8SWG Mtr 19.0 19.0 3.0 False None None False None False 57.0 0 2318790 68491 None DSR 2019-20, Page No-40, It No- 6.3.1 Supplying and running of GI strips for grounding connections, using necessary fixing materials as required. GI strip 25x3mm Mtr 75.0 75.0 5.0 False None None False None False 375.0 0 2318791 68491 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.30 Supplying, fixing and wiring electronic 5 to 20Amps single phase Class-1 Accuracy with Temper Proof Energy Meter. Each 1380.0 1380.0 1.0 False None None False None False 1380.0 0 2318792 68491 None Bescom 2023-24 Part-III Sl.No.198 Item.No.32.02 Co 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part 1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 10 Sqmm, 2 Core, (9 GI Strips - 4 x 0.8 mm)" Km 101113.0 101113.0 0.02 False None None False None False 2022.26 0 2318793 68491 None Bescom 2023-24 Part-III Sl.No.217 Item.No.33.02 Co Compression type Aluminium Tubular in Line Connector for Aluminum Conductor A)10sqmm Each 4.0 4.0 4.0 False None None False None False 16.0 0 2318794 68491 None Bescom 2023-24 Part-IV Sl.No.202 Item.No.29.03 Pag Earth work excavation for cable trench of 0.5 to 0.75 Mtr. Width and Depth upto 1 Mtr including trial pits, depositing on bank upto a lead of 50 Mtr, Supplying and Displaying necessary Danger Boards and Lighting, Using sight Rails and Sign Boards at every 100 Mtr wherever necessary as directed. Hard Soil" Each 389.0 389.0 13.0 False None None False None False 5057.0 0 2318795 68491 None Bescom 2023-24 Part-IV Sl.No.206 Item.No.29.07 Pag Refilling the cable trenches with selected available earth from trench excavation including watering, consolidation in layers of 15 cm. Thickness including depositing of the surplus earth with a lead of 200 Mtr" Each 58.0 58.0 13.0 False None None False None False 754.0 0 2318796 68491 None Bescom 2023-24 Part-IV Sl.No.167 Item.No.20.05 Pag Laying of cable in Existing Trench/GI pipe/Stone Ware using Wooden/Aluminum Rollers as directed by the departmental staff LT Cable. 2.5 to 25 Sqmm Km 16159.0 16159.0 0.02 False None None False None False 323.18 0 2318797 68491 None DSR 2019-20, Page No-40, It No- 6.1 Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40mm dia 2.90mm thick GI pipe 2.5 mtr long buried in a pit … The pit should be filled with equal proportion of salt and charcoal 150mm all-round the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per ISI specification 7.3.3. of IS 732 using 12mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 122 mm dia Each 2999.7 2999.7 1.0 False None None False None False 2999.7 0 2318798 68491 None PWD Civil SR Vol-I 2023-24 P.No.06 It.No.1.5.1 Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling 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, usage & other appurtenances required to complete the work." Cum 299.0 299.0 2.3 False None None False None False 687.7 0 2318799 68491 None PWD Civil SR Vol-I 2023-24 P.No.18 It.No.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 Kg 89457.0 89457.0 0.1 False None None False None False 8945.7 0 2318800 68491 None PWD Civil SR Vol-I 2023-24 P.No.15 It.No. 2.1.4 Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregate Cum 6217.0 6217.0 1.0 False None None False None False 6217.0 0 2318801 68491 None PWD Civil SR Vol-I 2023-24 Page No 16 Item No 2.5. 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6843.0 6843.0 1.2 False None None False None False 8211.6 0 1706459268000 0 None None Roads Construction of CC Road and Drain at Ward No. 7 in Sedam Taluka CC Road 551587.05 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2318802 68492 None CSR 2023-24 Vol. III, Pg. No. 17 It. No. 3.7 Compacting Original Ground Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. Cum 110.25 110.25 52.5 False None None False None False 5788.125 0 2318803 68492 None CSR 2023-24 Vol. III, Pg. No. 17 It. No. 3.6 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 31.5 False None None False None False 16305.975 0 2318804 68492 None CSR 2023-24 Vol. 3, It. No. .4.2.B.v By Mix in Place Method: 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 For Grading -V Material Cum 2476.95 2476.95 21.0 False None None False None False 52015.95 0 2318805 68492 None CSR 2023-24 Vol. III, Pg. No. 26 It. No. 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 rollerto achieve the desireddensity.Wet Mix Macadam (Plant Mix Method) Cum 2686.95 2686.95 21.0 False None None False None False 56425.95 0 2318806 68492 None CSR 2023-24 Vol. 1, Pg. No. 148 It. No. 16.27 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 M20 (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 Cum 6692.7 6692.7 61.5 False None None False None False 411601.05 0 2318807 68492 None CSR 2023-24 Vol. 3, Pg. No. 78 It. No. 8.54 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 Each 9450.0 9450.0 1.0 False None None False None False 9450.0 0 1706459268000 0 None None Roads Ward No. 7 CC Drain 166192.22 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2318808 68493 None CSR 2023-24 Vol. I, Pg. No. 8 It. No. 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 107.1 107.1 29.25 False None None False None False 3132.675 0 2318809 68493 None CSR 2023-24 Vol. III, Pg. No. 17 It. No. 3.6 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 3.9 False None None False None False 2018.835 0 2318810 68493 None CSR 2023-24 Vol. III, Pg. No. 15 It. No. 2.1.2 Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates Cum 5947.2 5947.2 3.9 False None None False None False 23194.08 0 2318811 68493 None CSR 2023-24 Vol. 1, It. No. 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 necessary, 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 2.7 False None None False None False 17925.705 0 2318812 68493 None CSR 2023-24 Vol. 1, It. No. 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 necessary, 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 5.4 False None None False None False 35851.41 0 2318813 68493 None CSR 2023-24 Vol. 1, It. No. 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 necessary, 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 3.9 False None None False None False 25892.685 0 2318814 68493 None CSR 2023-24 Vol. I, Pg. No. 18 It. No. 2.11 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. All other type of structures Tonne 82961.55 82961.55 0.55 False None None False None False 45628.8525 0 2318815 68493 None DSR 2023-24 Vol-1 Item No. 4 Pg. No. 111 Add formwork 35% for cement concrete drain wall Cum 2323.7 2323.7 5.4 False None None False None False 12547.98 0 1706459268000 0 None None Roads Ward No. 7 Providing and Installation High Mast Lamp 416690.14 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2318816 68494 None CSR 2023-24 PWD Elec Vol-6 Chapter-4 It No - 4.5.1 Fabrication, Supplying, Erection, Testing and Commissioning of ……Mtrs long polygon high mast with Single / Multiple  telescopic sections having, ( minimum overlap distance of 1.5 times of top section)  thickness as per BSEN 10025 grade S 355 JO /ASTM A572-50 steel sheet plate for shaft suitable to withstand a wind velocity of 47 m/sec as per IS 875 part 3(as per GA Drawing).Base plate  as per IS 2062/ASTM A572-50. The mast shall be Galvanized in single Hot-dip as per BSEN ISO 1461/ASTM A123 with an average 70 microns as per IS 2629, and welded as per BS 5135 Single L-Seam joint. The mast shall have 2way head frame with  die cast LM-6 pulleys, stainless steel axle, Phosphorus Bronze bearing bush press-fitted with separate guides for 2 runs of 5mm dia, stainless steel wire rope of AISI 304grade 7/19-core, (Factor of Safety as per TR no-7). 2.5sqmm EPR insulated PCP sheathed trailing power cable housed inside the bottom shaft of mast with door having  locking arrangement. The mast shall have power tool operating on 230/ 415V, 50Hz, 1/3 phases reversible geared motor. The mast shall have lantern of 2 segments, suitable dia  with max load  carrying capacity as per IS 1239. The mast shall be erected on existing  RCC footing.  The mast shall be supplied with 3mm thick template, lightning arrester of 1.2m length galvanized pipe with top arrow fitted on top of the head frame cover and GLS type aviation twin lamps fitting with wiring complete. ( excluding foundation) as per technical data. 12Mtrs/12.5Mtrs - Top 100mm and bottom 310 mm dia Each 131000.0 131000.0 1.0 False None None False None False 131000.0 0 2318817 68494 None CSR 2023-24 PWD Elec Vol-6 Chapter-4 It No.11.9.6 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 50000hr @ Lumen Maintenance of 70%, CCT greater than 5500K, IP 66optical and electrical compartment & impact resistance of complete luminaire greater than IK08. Power Factor greater than 0.9 with mains, Surge Protection- Min 5KV along with Over voltage/Overload, short circuit/ miss-wiring protection. Compatible for pole mouting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V 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 greater than 130lm/w, nominal CRI greater than 75. Luminaire manufacturer should have inhouse facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008 . Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/Lumileds /Osram make LED Source. LED Floodlight 200W Each 18581.0 18581.0 12.0 False None None False None False 222972.0 0 2318818 68494 None CSR 2023-24 PWD Ele Vol-6 Chapter-13 It No - 13.5 Fixing halogen/metal halide / SVL / IL / LED floodlight fitting over existing pole / wall ceiling including clamps, bolts, nuts and wiring using suitable capacity wires. Each 162.0 162.0 12.0 False None None False None False 1944.0 0 2318819 68494 None CSR 2023-24 PWD Elec Vol-6 Chapter-2 It No -2.5.10 Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade copper with flexible copper conductor confirming to table 3 class 5 of IS:8130-1984 and PVC insulation and sheathed suitable for working voltage upto 1100Volts as per IS-694:1990 - 5C X 2.5Sqmm Mtr 266.0 266.0 15.0 False None None False None False 3990.0 0 2318820 68494 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.19. Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure. Double Door 6Way SP &N Each 1791.0 1791.0 1.0 False None None False None False 1791.0 0 2318821 68494 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.18. Supplying and 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. 6-32Amps SP Each 415.0 415.0 2.0 False None None False None False 830.0 0 2318822 68494 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.18. Supplying and 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. 40Amps DP Each 1060.0 1060.0 1.0 False None None False None False 1060.0 0 2318823 68494 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.13. Supply and fixing of 4pole power contactor with NO/NC contacts on existing wood/panel board using necessary bolts, nuts, washers and wiring etc., complete with AC-3 Rating and as per IS-13947. 40Amps Each 2258.0 2258.0 1.0 False None None False None False 2258.0 0 2318824 68494 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.18. Supplying and 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 40Amps TPN Each 3044.0 3044.0 1.0 False None None False None False 3044.0 0 2318825 68494 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.47 Supplying and fixing Microprocessor based Electronic timer (without contactor, Din Mounting using necessary bolts, nuts and washers etc.,.) 3-120sec setting. Each 2315.0 2315.0 1.0 False None None False None False 2315.0 0 2318826 68494 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.42. Fabricating supplying and mounting MS box made out 14SWG suitable for floor / wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 2 coats of red oxide primer paint and finally finished with approved colour enameled metal paint etc., complete. Sq CM 0.5 0.5 12000.0 False None None False None False 6000.0 0 2318827 68494 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.41. Supplying and fixing angle iron frame work fabricated out of M.S. angle iron. and M.S. flat … with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. 40x40x6mm Mtr 305.0 305.0 8.0 False None None False None False 2440.0 0 2318828 68494 None DSR 2019-20, Page No-43-44, It No- 6.18.3 Supplying and running GI conductor for grounding and (along with other wires in conduit system of wiring) using necessary suitable size clamps, nails, guttas/spacers etc. GI Wire 8SWG Mtr 19.0 19.0 3.0 False None None False None False 57.0 0 2318829 68494 None DSR 2019-20, Page No-40, It No- 6.3.1 Supplying and running of GI strips for grounding connections, using necessary fixing materials as required. GI strip 25x3mm Mtr 75.0 75.0 5.0 False None None False None False 375.0 0 2318830 68494 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.30 Supplying, fixing and wiring electronic 5 to 20Amps single phase Class-1 Accuracy with Temper Proof Energy Meter. Each 1380.0 1380.0 1.0 False None None False None False 1380.0 0 2318831 68494 None Bescom 2023-24 Part-III Sl.No.198 Item.No.32.02 Co 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part 1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 10 Sqmm, 2 Core, (9 GI Strips - 4 x 0.8 mm)" Km 101113.0 101113.0 0.02 False None None False None False 2022.26 0 2318832 68494 None Bescom 2023-24 Part-III Sl.No.217 Item.No.33.02 Co Compression type Aluminium Tubular in Line Connector for Aluminum Conductor A)10sqmm Each 4.0 4.0 4.0 False None None False None False 16.0 0 2318833 68494 None Bescom 2023-24 Part-IV Sl.No.202 Item.No.29.03 Pag Earth work excavation for cable trench of 0.5 to 0.75 Mtr. Width and Depth upto 1 Mtr including trial pits, depositing on bank upto a lead of 50 Mtr, Supplying and Displaying necessary Danger Boards and Lighting, Using sight Rails and Sign Boards at every 100 Mtr wherever necessary as directed. Hard Soil" Each 389.0 389.0 13.0 False None None False None False 5057.0 0 2318834 68494 None Bescom 2023-24 Part-IV Sl.No.206 Item.No.29.07 Pag Refilling the cable trenches with selected available earth from trench excavation including watering, consolidation in layers of 15 cm. Thickness including depositing of the surplus earth with a lead of 200 Mtr" Each 58.0 58.0 13.0 False None None False None False 754.0 0 2318835 68494 None Bescom 2023-24 Part-IV Sl.No.167 Item.No.20.05 Pag Laying of cable in Existing Trench/GI pipe/Stone Ware using Wooden/Aluminum Rollers as directed by the departmental staff LT Cable. 2.5 to 25 Sqmm Km 16159.0 16159.0 0.02 False None None False None False 323.18 0 2318836 68494 None DSR 2019-20, Page No-40, It No- 6.1 Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40mm dia 2.90mm thick GI pipe 2.5 mtr long buried in a pit … The pit should be filled with equal proportion of salt and charcoal 150mm all-round the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per ISI specification 7.3.3. of IS 732 using 12mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 122 mm dia Each 2999.7 2999.7 1.0 False None None False None False 2999.7 0 2318837 68494 None PWD Civil SR Vol-I 2023-24 P.No.06 It.No.1.5.1 Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling 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, usage & other appurtenances required to complete the work." Cum 299.0 299.0 2.3 False None None False None False 687.7 0 2318838 68494 None PWD Civil SR Vol-I 2023-24 P.No.18 It.No.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 Kg 89457.0 89457.0 0.1 False None None False None False 8945.7 0 2318839 68494 None PWD Civil SR Vol-I 2023-24 P.No.15 It.No. 2.1.4 Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregate Cum 6217.0 6217.0 1.0 False None None False None False 6217.0 0 2318840 68494 None PWD Civil SR Vol-I 2023-24 Page No 16 Item No 2.5. 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6843.0 6843.0 1.2 False None None False None False 8211.6 0 1706459268000 0 None None Roads Construction of CC Road and Drain at Ward No. 8 in Sedam Taluka CC Road 1209983.25 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2318841 68495 None CSR 2023-24 Vol. 3, Pg. No. 17 It. No. 3.6 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 75.0 False None None False None False 38823.75 0 2318842 68495 None CSR 2023-24 Vol. 3, It. No. .4.2.B.v By Mix in Place Method: 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 For Grading -V Material Cum 2476.95 2476.95 50.0 False None None False None False 123847.5 0 2318843 68495 None CSR 2023-24 Vol. 3, Pg. No. 26 It. No. 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 rollerto achieve the desireddensity. Wet Mix Macadam (Plant Mix Method) Cum 2686.95 2686.95 50.0 False None None False None False 134347.5 0 2318844 68495 None CSR 2023-24 Vol. 1, Pg. No. 148 It. No. 16.27 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 M20 (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 Cum 6692.7 6692.7 135.0 False None None False None False 903514.5 0 2318845 68495 None CSR 2023-24 Vol. 3, Pg. No. 78 It. No. 8.54 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 Each 9450.0 9450.0 1.0 False None None False None False 9450.0 0 1706459268000 0 None None Roads Construction of CC Road and Drain and High Mast Lamp at Ward No. 12 in Sedam Taluka CC ROAD 701985.37 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2318846 68496 None CSR 2023-24 Vol. 3, Pg. No. 17 It. No. 3.7 Compacting Original Ground Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. Cum 110.25 110.25 22.5 False None None False None False 2480.625 0 2318847 68496 None CSR 2023-24 Vol. 3, Pg. No. 17 It. No. 3.6 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 45.0 False None None False None False 23294.25 0 2318848 68496 None CSR 2023-24 Vol. 3, It. No. .4.2.B.v By Mix in Place Method: 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 For Grading -V Material Cum 2476.95 2476.95 30.0 False None None False None False 74308.5 0 2318849 68496 None CSR 2023-24 Vol. 3, Pg. No. 26 It. No. 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 rollerto achieve the desireddensity. Wet Mix Macadam (Plant Mix Method) Cum 2686.95 2686.95 15.0 False None None False None False 40304.25 0 2318850 68496 None CSR 2023-24 Vol. 1, Pg. No. 148 It. No. 16.27 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 M20 (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 Cum 6692.7 6692.7 82.5 False None None False None False 552147.75 0 2318851 68496 None CSR 2023-24 Vol. 3, Pg. No. 78 It. No. 8.54 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 Each 9450.0 9450.0 1.0 False None None False None False 9450.0 0 1706459268000 0 None None Roads Construction of CC Road and Drain at Ward No. 13 in Sedam Taluka CC ROAD 978138.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2318852 68497 None CSR 2023-24 Vol. 3, Pg. No. 17 It. No. 3.7 Compacting Original Ground Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. Cum 110.25 110.25 90.0 False None None False None False 9922.5 0 2318853 68497 None CSR 2023-24 Vol. 3, Pg. No. 17 It. No. 3.6 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 90.0 False None None False None False 46588.5 0 2318854 68497 None CSR 2023-24 Vol. 3, It. No. .4.2.B.v By Mix in Place Method: 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 For Grading -V Material Cum 2476.95 2476.95 60.0 False None None False None False 148617.0 0 2318855 68497 None CSR 2023-24 Vol. 3, Pg. No. 26 It. No. 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 rollerto achieve the desireddensity. Wet Mix Macadam (Plant Mix Method) Cum 2686.95 2686.95 60.0 False None None False None False 161217.0 0 2318856 68497 None CSR 2023-24 Vol. 1, Pg. No. 148 It. No. 16.27 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 M20 (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 Cum 6692.7 6692.7 90.0 False None None False None False 602343.0 0 2318857 68497 None CSR 2023-24 Vol. 3, Pg. No. 78 It. No. 8.54 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 Each 9450.0 9450.0 1.0 False None None False None False 9450.0 0 1706459268000 0 None None Roads Construction of CC Road and Drain at Ward No. 14 in Sedam Taluka CC ROAD 624183.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2318858 68498 None CSR 2023-24 Vol. 3, Pg. No. 17 It. No. 3.7 Compacting Original Ground Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. Cum 110.25 110.25 60.0 False None None False None False 6615.0 0 2318859 68498 None CSR 2023-24 Vol. 3, It. No. .4.2.B.v By Mix in Place Method: 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 For Grading -V Material Cum 2476.95 2476.95 40.0 False None None False None False 99078.0 0 2318860 68498 None CSR 2023-24 Vol. 3, Pg. No. 26 It. No. 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 rollerto achieve the desireddensity. Wet Mix Macadam (Plant Mix Method) Cum 2686.95 2686.95 40.0 False None None False None False 107478.0 0 2318861 68498 None CSR 2023-24 Vol. 1, Pg. No. 148 It. No. 16.27 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 M20 (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 Cum 6692.7 6692.7 60.0 False None None False None False 401562.0 0 2318862 68498 None CSR 2023-24 Vol. 3, Pg. No. 78 It. No. 8.54 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 Each 9450.0 9450.0 1.0 False None None False None False 9450.0 0 1706459268000 0 None None Roads Ward No. 14 CC Drain 659159.84 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2318863 68499 None CSR 2023-24 Vol. 1, Pg. No. 8 It. No. 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 107.1 107.1 154.35 False None None False None False 16530.885 0 2318864 68499 None CSR 2023-24 Vol. 3, Pg. No. 17 It. No. 3.6 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 14.55 False None None False None False 7531.8075 0 2318865 68499 None CSR 2023-24 Vol. 3, Pg. No. 15 It. No. 2.1.2 Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates Cum 5947.2 5947.2 14.55 False None None False None False 86531.76 0 2318866 68499 None CSR 2023-24 Vol. 1, Pg. No. 15 It. No. 2.2.1 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 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6601.35 6601.35 14.55 False None None False None False 96049.6425 0 2318867 68499 None CSR 2023-24 Vol. 1, Pg. No. 15 It. No. 2.2.1 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 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 31.05 False None None False None False 206145.6075 0 2318868 68499 None CSR 2023-24 Vol. 1, Pg. No. 18 It. No. 2.11 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. All other type of structures Tonne 82961.55 82961.55 2.1 False None None False None False 174219.255 0 2318869 68499 None DSR 2023-24 Vol-1 Item No. 4 Pg. No. 111 Add formwork 35% for cement concrete drain wall Cum 2323.7 2323.7 31.05 False None None False None False 72150.885 0 1706459268000 0 None None Roads Construction of CC Road and Drain at Ward No. 15 in Sedam Taluka CC DRAIN 967863.93 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2318870 68500 None CSR 2023-24 Vol. 1, Pg. No. 8 It. No. 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 107.1 107.1 174.15 False None None False None False 18651.465 0 2318871 68500 None CSR 2023-24 Vol. 3, Pg. No. 17 It. No. 3.6 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 19.35 False None None False None False 10016.5275 0 2318872 68500 None CSR 2023-24 Vol. 3, Pg. No. 15 It. No. 2.1.2 Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates Cum 5947.2 5947.2 19.35 False None None False None False 115078.32 0 2318873 68500 None CSR 2023-24 Vol. 1, It. No. 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 necessary, 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 19.35 False None None False None False 128467.5525 0 2318874 68500 None CSR 2023-24 Vol. 1, It. No. 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 necessary, 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 38.7 False None None False None False 256935.105 0 2318875 68500 None CSR 2023-24 Vol. 1, It. No. 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 necessary, 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 11.25 False None None False None False 74690.4375 0 2318876 68500 None CSR 2023-24 Vol. 1, Pg. No. 18 It. No. 2.11 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. All other type of structures Tonne 82961.55 82961.55 3.19 False None None False None False 264647.3445 0 2318877 68500 None DSR 2023-24 Vol-1 Item No. 4 Pg. No. 111 Add formwork 35% for cement concrete drain wall Cum 2323.7 2323.7 38.7 False None None False None False 89927.19 0 2318878 68500 None CSR 2023-24 Vol. 3, Pg. No. 78 It. No. 8.54 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 Each 9450.0 9450.0 1.0 False None None False None False 9450.0 0 1706459268000 0 None None Roads Ward No. 15 Providing and Installation High Mast Lamp at Masjid-E-Huda 416690.14 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2318879 68501 None CSR 2023-24 PWD Elec Vol-6 Chapter-4 It No - 4.5.1 Fabrication, Supplying, Erection, Testing and Commissioning of ……Mtrs long polygon high mast with Single / Multiple  telescopic sections having, ( minimum overlap distance of 1.5 times of top section)  thickness as per BSEN 10025 grade S 355 JO /ASTM A572-50 steel sheet plate for shaft suitable to withstand a wind velocity of 47 m/sec as per IS 875 part 3(as per GA Drawing).Base plate  as per IS 2062/ASTM A572-50. The mast shall be Galvanized in single Hot-dip as per BSEN ISO 1461/ASTM A123 with an average 70 microns as per IS 2629, and welded as per BS 5135 Single L-Seam joint. The mast shall have 2way head frame with  die cast LM-6 pulleys, stainless steel axle, Phosphorus Bronze bearing bush press-fitted with separate guides for 2 runs of 5mm dia, stainless steel wire rope of AISI 304grade 7/19-core, (Factor of Safety as per TR no-7). 2.5sqmm EPR insulated PCP sheathed trailing power cable housed inside the bottom shaft of mast with door having  locking arrangement. The mast shall have power tool operating on 230/ 415V, 50Hz, 1/3 phases reversible geared motor. The mast shall have lantern of 2 segments, suitable dia  with max load  carrying capacity as per IS 1239. The mast shall be erected on existing  RCC footing.  The mast shall be supplied with 3mm thick template, lightning arrester of 1.2m length galvanized pipe with top arrow fitted on top of the head frame cover and GLS type aviation twin lamps fitting with wiring complete. ( excluding foundation) as per technical data. 12Mtrs/12.5Mtrs - Top 100mm and bottom 310 mm dia Each 131000.0 131000.0 1.0 False None None False None False 131000.0 0 2318880 68501 None CSR 2023-24 PWD Elec Vol-6 Chapter-4 It No.11.9.6 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 50000hr @ Lumen Maintenance of 70%, CCT greater than 5500K, IP 66optical and electrical compartment & impact resistance of complete luminaire greater than IK08. Power Factor greater than 0.9 with mains, Surge Protection- Min 5KV along with Over voltage/Overload, short circuit/ miss-wiring protection. Compatible for pole mouting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V 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 greater than 130lm/w, nominal CRI greater than 75. Luminaire manufacturer should have inhouse facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008 . Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/Lumileds /Osram make LED Source. LED Floodlight 200W Each 18581.0 18581.0 12.0 False None None False None False 222972.0 0 2318881 68501 None CSR 2023-24 PWD Ele Vol-6 Chapter-13 It No - 13.5 Fixing halogen/metal halide / SVL / IL / LED floodlight fitting over existing pole / wall ceiling including clamps, bolts, nuts and wiring using suitable capacity wires. Each 162.0 162.0 12.0 False None None False None False 1944.0 0 2318882 68501 None CSR 2023-24 PWD Elec Vol-6 Chapter-2 It No -2.5.10 Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade copper with flexible copper conductor confirming to table 3 class 5 of IS:8130-1984 and PVC insulation and sheathed suitable for working voltage upto 1100Volts as per IS-694:1990 - 5C X 2.5Sqmm Mtr 266.0 266.0 15.0 False None None False None False 3990.0 0 2318883 68501 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.19. Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure. Double Door 6Way SP &N Each 1791.0 1791.0 1.0 False None None False None False 1791.0 0 2318884 68501 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.18. Supplying and 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. 6-32Amps SP Each 415.0 415.0 2.0 False None None False None False 830.0 0 2318885 68501 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.18. Supplying and 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. 40Amps DP Each 1060.0 1060.0 1.0 False None None False None False 1060.0 0 2318886 68501 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.13. Supply and fixing of 4pole power contactor with NO/NC contacts on existing wood/panel board using necessary bolts, nuts, washers and wiring etc., complete with AC-3 Rating and as per IS-13947. 40Amps Each 2258.0 2258.0 1.0 False None None False None False 2258.0 0 2318887 68501 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.18. Supplying and 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 40Amps TPN Each 3044.0 3044.0 1.0 False None None False None False 3044.0 0 2318888 68501 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.47 Supplying and fixing Microprocessor based Electronic timer (without contactor, Din Mounting using necessary bolts, nuts and washers etc.,.) 3-120sec setting. Each 2315.0 2315.0 1.0 False None None False None False 2315.0 0 2318889 68501 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.42. Fabricating supplying and mounting MS box made out 14SWG suitable for floor / wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 2 coats of red oxide primer paint and finally finished with approved colour enameled metal paint etc., complete. Sq CM 0.5 0.5 12000.0 False None None False None False 6000.0 0 2318890 68501 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.41. Supplying and fixing angle iron frame work fabricated out of M.S. angle iron. and M.S. flat … with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. 40x40x6mm Mtr 305.0 305.0 8.0 False None None False None False 2440.0 0 2318891 68501 None DSR 2019-20, Page No-43-44, It No- 6.18.3 Supplying and running GI conductor for grounding and (along with other wires in conduit system of wiring) using necessary suitable size clamps, nails, guttas/spacers etc. GI Wire 8SWG Mtr 19.0 19.0 3.0 False None None False None False 57.0 0 2318892 68501 None DSR 2019-20, Page No-40, It No- 6.3.1 Supplying and running of GI strips for grounding connections, using necessary fixing materials as required. GI strip 25x3mm Mtr 75.0 75.0 5.0 False None None False None False 375.0 0 2318893 68501 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.30 Supplying, fixing and wiring electronic 5 to 20Amps single phase Class-1 Accuracy with Temper Proof Energy Meter. Each 1380.0 1380.0 1.0 False None None False None False 1380.0 0 2318894 68501 None Bescom 2023-24 Part-III Sl.No.198 Item.No.32.02 Co 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part 1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 10 Sqmm, 2 Core, (9 GI Strips - 4 x 0.8 mm)" Km 101113.0 101113.0 0.02 False None None False None False 2022.26 0 2318895 68501 None Bescom 2023-24 Part-III Sl.No.217 Item.No.33.02 Co Compression type Aluminium Tubular in Line Connector for Aluminum Conductor A)10sqmm Each 4.0 4.0 4.0 False None None False None False 16.0 0 2318896 68501 None Bescom 2023-24 Part-IV Sl.No.202 Item.No.29.03 Pag Earth work excavation for cable trench of 0.5 to 0.75 Mtr. Width and Depth upto 1 Mtr including trial pits, depositing on bank upto a lead of 50 Mtr, Supplying and Displaying necessary Danger Boards and Lighting, Using sight Rails and Sign Boards at every 100 Mtr wherever necessary as directed. Hard Soil" Each 389.0 389.0 13.0 False None None False None False 5057.0 0 2318897 68501 None Bescom 2023-24 Part-IV Sl.No.206 Item.No.29.07 Pag Refilling the cable trenches with selected available earth from trench excavation including watering, consolidation in layers of 15 cm. Thickness including depositing of the surplus earth with a lead of 200 Mtr" Each 58.0 58.0 13.0 False None None False None False 754.0 0 2318898 68501 None Bescom 2023-24 Part-IV Sl.No.167 Item.No.20.05 Pag Laying of cable in Existing Trench/GI pipe/Stone Ware using Wooden/Aluminum Rollers as directed by the departmental staff LT Cable. 2.5 to 25 Sqmm Km 16159.0 16159.0 0.02 False None None False None False 323.18 0 2318899 68501 None DSR 2019-20, Page No-40, It No- 6.1 Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40mm dia 2.90mm thick GI pipe 2.5 mtr long buried in a pit … The pit should be filled with equal proportion of salt and charcoal 150mm all-round the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per ISI specification 7.3.3. of IS 732 using 12mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 122 mm dia Each 2999.7 2999.7 1.0 False None None False None False 2999.7 0 2318900 68501 None PWD Civil SR Vol-I 2023-24 P.No.06 It.No.1.5.1 Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling 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, usage & other appurtenances required to complete the work." Cum 299.0 299.0 2.3 False None None False None False 687.7 0 2318901 68501 None PWD Civil SR Vol-I 2023-24 P.No.18 It.No.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 Kg 89457.0 89457.0 0.1 False None None False None False 8945.7 0 2318902 68501 None PWD Civil SR Vol-I 2023-24 P.No.15 It.No. 2.1.4 Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregate Cum 6217.0 6217.0 1.0 False None None False None False 6217.0 0 2318903 68501 None PWD Civil SR Vol-I 2023-24 Page No 16 Item No 2.5. 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6843.0 6843.0 1.2 False None None False None False 8211.6 0 1706459268000 0 None None Roads Construction of CC Road and Drain at Ward No. 16 in Sedam Taluka CC DRAIN 996343.51 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2318904 68502 None CSR 2023-24 Vol. 1, Pg. No. 8 It. No. 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 107.1 107.1 191.16 False None None False None False 20473.236 0 2318905 68502 None CSR 2023-24 Vol. 3, Pg. No. 17 It. No. 3.6 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 18.72 False None None False None False 9690.408 0 2318906 68502 None CSR 2023-24 Vol. 3, Pg. No. 15 It. No. 2.1.2 Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates Cum 5947.2 5947.2 18.72 False None None False None False 111331.584 0 2318907 68502 None CSR 2023-24 Vol. 1, It. No. 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 necessary, 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 23.76 False None None False None False 157746.204 0 2318908 68502 None CSR 2023-24 Vol. 1, It. No. 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 necessary, 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 42.48 False None None False None False 282031.092 0 2318909 68502 None CSR 2023-24 Vol. 1, It. No. 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 necessary, 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 5.04 False None None False None False 33461.316 0 2318910 68502 None CSR 2023-24 Vol. 1, Pg. No. 18 It. No. 2.11 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. All other type of structures Tonne 82961.55 82961.55 3.41 False None None False None False 282898.8855 0 2318911 68502 None DSR 2023-24 Vol-1 Item No. 4 Pg. No. 111 Add formwork 35% for cement concrete drain wall Cum 2323.7 2323.7 42.48 False None None False None False 98710.776 0 1706459268000 0 None None Roads Construction of CC Road and Drain and High Mast Lamp at Ward No. 17 in Sedam Taluka CC ROAD 447795.08 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2318912 68503 None CSR 2023-24 Vol. 3, Pg. No. 17 It. No. 3.7 Compacting Original Ground Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. Cum 110.25 110.25 30.0 False None None False None False 3307.5 0 2318913 68503 None CSR 2023-24 Vol. 3, Pg. No. 17 It. No. 3.6 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 30.0 False None None False None False 15529.5 0 2318914 68503 None CSR 2023-24 Vol. 3, It. No. .4.2.B.v By Mix in Place Method: 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 For Grading -V Material Cum 2476.95 2476.95 20.0 False None None False None False 49539.0 0 2318915 68503 None CSR 2023-24 Vol. 3, Pg. No. 26 It. No. 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 rollerto achieve the desireddensity.Wet Mix Macadam (Plant Mix Method) Cum 2686.95 2686.95 20.0 False None None False None False 53739.0 0 2318916 68503 None CSR 2023-24 Vol. 1, Pg. No. 148 It. No. 16.27 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 M20 (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 Cum 6692.7 6692.7 47.25 False None None False None False 316230.075 0 2318917 68503 None CSR 2023-24 Vol. 3, Pg. No. 78 It. No. 8.54 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 Each 9450.0 9450.0 1.0 False None None False None False 9450.0 0 1706459268000 0 None None Roads Ward No. 17 CC Drain 255465.04 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2318918 68504 None CSR 2023-24 Vol. 1, Pg. No. 8 It. No. 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 107.1 107.1 60.5 False None None False None False 6479.55 0 2318919 68504 None CSR 2023-24 Vol. 3, Pg. No. 17 It. No. 3.6 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 5.5 False None None False None False 2847.075 0 2318920 68504 None CSR 2023-24 Vol. 3, Pg. No. 15 It. No. 2.1.2 Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates Cum 5947.2 5947.2 5.5 False None None False None False 32709.6 0 2318921 68504 None CSR 2023-24 Vol. 1, Pg. No. 15 It. No. 2.2.1 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 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6601.35 6601.35 4.5 False None None False None False 29706.075 0 2318922 68504 None CSR 2023-24 Vol. 1, Pg. No. 15 It. No. 2.2.1 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 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6601.35 6601.35 9.0 False None None False None False 59412.15 0 2318923 68504 None CSR 2023-24 Vol. 1, Pg. No. 15 It. No. 2.2.1 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 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6601.35 6601.35 4.07 False None None False None False 26867.4945 0 2318924 68504 None CSR 2023-24 Vol. 1, Pg. No. 18 It. No. 2.11 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. All other type of structures Tonne 82961.55 82961.55 0.81 False None None False None False 67198.8555 0 2318925 68504 None DSR 2023-24 Vol-1 Item No. 4 Pg. No. 111 Add formwork 35% for cement concrete drain wall Cum 2310.47 2310.47 9.0 False None None False None False 20794.23 0 2318926 68504 None CSR 2023-24 Vol. 3, Pg. No. 78 It. No. 8.54 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 Sqm 9450.0 9450.0 1.0 False None None False None False 9450.0 0 1706459268000 0 None None Roads Ward No. 17 Providing and Fixing High Mast Lamp at Dhaneshwari Temple 266746.14 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2318927 68505 None CSR 2023-24 PWD Elec Vol-6 Chapter-4 It No - 4.5.1 Fabrication, Supplying, Erection, Testing and Commissioning of ……Mtrs long polygon high mast with Single / Multiple  telescopic sections having, ( minimum overlap distance of 1.5 times of top section)  thickness as per BSEN 10025 grade S 355 JO /ASTM A572-50 steel sheet plate for shaft suitable to withstand a wind velocity of 47 m/sec as per IS 875 part 3(as per GA Drawing).Base plate  as per IS 2062/ASTM A572-50. The mast shall be Galvanized in single Hot-dip as per BSEN ISO 1461/ASTM A123 with an average 70 microns as per IS 2629, and welded as per BS 5135 Single L-Seam joint. The mast shall have 2way head frame with  die cast LM-6 pulleys, stainless steel axle, Phosphorus Bronze bearing bush press-fitted with separate guides for 2 runs of 5mm dia, stainless steel wire rope of AISI 304grade 7/19-core, (Factor of Safety as per TR no-7). 2.5sqmm EPR insulated PCP sheathed trailing power cable housed inside the bottom shaft of mast with door having  locking arrangement. The mast shall have power tool operating on 230/ 415V, 50Hz, 1/3 phases reversible geared motor. The mast shall have lantern of 2 segments, suitable dia  with max load  carrying capacity as per IS 1239. The mast shall be erected on existing  RCC footing.  The mast shall be supplied with 3mm thick template, lightning arrester of 1.2m length galvanized pipe with top arrow fitted on top of the head frame cover and GLS type aviation twin lamps fitting with wiring complete. ( excluding foundation) as per technical data. 12Mtrs/12.5Mtrs - Top 100mm and bottom 310 mm dia Each 131000.0 131000.0 1.0 False None None False None False 131000.0 0 2318928 68505 None CSR 2023-24 PWD Elec Vol-6 Chapter-4 It No.11.9.6 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 50000hr @ Lumen Maintenance of 70%, CCT greater than 5500K, IP 66optical and electrical compartment & impact resistance of complete luminaire greater than IK08. Power Factor greater than 0.9 with mains, Surge Protection- Min 5KV along with Over voltage/Overload, short circuit/ miss-wiring protection. Compatible for pole mouting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V 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 greater than 130lm/w, nominal CRI greater than 75. Luminaire manufacturer should have inhouse facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008 . Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/Lumileds /Osram make LED Source. LED Floodlight 200W Each 18581.0 18581.0 4.0 False None None False None False 74324.0 0 2318929 68505 None CSR 2023-24 PWD Ele Vol-6 Chapter-13 It No - 13.5 Fixing halogen/metal halide / SVL / IL / LED floodlight fitting over existing pole / wall ceiling including clamps, bolts, nuts and wiring using suitable capacity wires. Each 162.0 162.0 4.0 False None None False None False 648.0 0 2318930 68505 None CSR 2023-24 PWD Elec Vol-6 Chapter-2 It No -2.5.10 Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade copper with flexible copper conductor confirming to table 3 class 5 of IS:8130-1984 and PVC insulation and sheathed suitable for working voltage upto 1100Volts as per IS-694:1990 - 5C X 2.5Sqmm Mtr 266.0 266.0 15.0 False None None False None False 3990.0 0 2318931 68505 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.19. Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure. Double Door 6Way SP &N Each 1791.0 1791.0 1.0 False None None False None False 1791.0 0 2318932 68505 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.18. Supplying and 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. 6-32Amps SP Each 415.0 415.0 2.0 False None None False None False 830.0 0 2318933 68505 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.18. Supplying and 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. 40Amps DP Each 1060.0 1060.0 1.0 False None None False None False 1060.0 0 2318934 68505 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.13. Supply and fixing of 4pole power contactor with NO/NC contacts on existing wood/panel board using necessary bolts, nuts, washers and wiring etc., complete with AC-3 Rating and as per IS-13947. 40Amps Each 2258.0 2258.0 1.0 False None None False None False 2258.0 0 2318935 68505 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.18. Supplying and 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 40Amps TPN Each 3044.0 3044.0 1.0 False None None False None False 3044.0 0 2318936 68505 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.47 Supplying and fixing Microprocessor based Electronic timer (without contactor, Din Mounting using necessary bolts, nuts and washers etc.,.) 3-120sec setting. Each 2315.0 2315.0 1.0 False None None False None False 2315.0 0 2318937 68505 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.42. Fabricating supplying and mounting MS box made out 14SWG suitable for floor / wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 2 coats of red oxide primer paint and finally finished with approved colour enameled metal paint etc., complete. Sq CM 0.5 0.5 12000.0 False None None False None False 6000.0 0 2318938 68505 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.41. Supplying and fixing angle iron frame work fabricated out of M.S. angle iron. and M.S. flat … with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. 40x40x6mm Mtr 305.0 305.0 8.0 False None None False None False 2440.0 0 2318939 68505 None DSR 2019-20, Page No-43-44, It No- 6.18.3 Supplying and running GI conductor for grounding and (along with other wires in conduit system of wiring) using necessary suitable size clamps, nails, guttas/spacers etc. GI Wire 8SWG Mtr 19.0 19.0 3.0 False None None False None False 57.0 0 2318940 68505 None DSR 2019-20, Page No-40, It No- 6.3.1 Supplying and running of GI strips for grounding connections, using necessary fixing materials as required. GI strip 25x3mm Mtr 75.0 75.0 5.0 False None None False None False 375.0 0 2318941 68505 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.30 Supplying, fixing and wiring electronic 5 to 20Amps single phase Class-1 Accuracy with Temper Proof Energy Meter. Each 1380.0 1380.0 1.0 False None None False None False 1380.0 0 2318942 68505 None Bescom 2023-24 Part-III Sl.No.198 Item.No.32.02 Co 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part 1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 10 Sqmm, 2 Core, (9 GI Strips - 4 x 0.8 mm)" Km 101113.0 101113.0 0.02 False None None False None False 2022.26 0 2318943 68505 None Bescom 2023-24 Part-III Sl.No.217 Item.No.33.02 Co Compression type Aluminium Tubular in Line Connector for Aluminum Conductor A)10sqmm Each 4.0 4.0 4.0 False None None False None False 16.0 0 2318944 68505 None Bescom 2023-24 Part-IV Sl.No.202 Item.No.29.03 Pag Earth work excavation for cable trench of 0.5 to 0.75 Mtr. Width and Depth upto 1 Mtr including trial pits, depositing on bank upto a lead of 50 Mtr, Supplying and Displaying necessary Danger Boards and Lighting, Using sight Rails and Sign Boards at every 100 Mtr wherever necessary as directed. Hard Soil" Each 389.0 389.0 13.0 False None None False None False 5057.0 0 2318945 68505 None Bescom 2023-24 Part-IV Sl.No.206 Item.No.29.07 Pag Refilling the cable trenches with selected available earth from trench excavation including watering, consolidation in layers of 15 cm. Thickness including depositing of the surplus earth with a lead of 200 Mtr" Each 58.0 58.0 13.0 False None None False None False 754.0 0 2318946 68505 None Bescom 2023-24 Part-IV Sl.No.167 Item.No.20.05 Pag Laying of cable in Existing Trench/GI pipe/Stone Ware using Wooden/Aluminum Rollers as directed by the departmental staff LT Cable. 2.5 to 25 Sqmm Km 16159.0 16159.0 0.02 False None None False None False 323.18 0 2318947 68505 None DSR 2019-20, Page No-40, It No- 6.1 Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40mm dia 2.90mm thick GI pipe 2.5 mtr long buried in a pit … The pit should be filled with equal proportion of salt and charcoal 150mm all-round the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per ISI specification 7.3.3. of IS 732 using 12mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 122 mm dia Each 2999.7 2999.7 1.0 False None None False None False 2999.7 0 2318948 68505 None PWD Civil SR Vol-I 2023-24 P.No.06 It.No.1.5.1 Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling 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, usage & other appurtenances required to complete the work." Cum 299.0 299.0 2.3 False None None False None False 687.7 0 2318949 68505 None PWD Civil SR Vol-I 2023-24 P.No.18 It.No.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 Kg 89457.0 89457.0 0.1 False None None False None False 8945.7 0 2318950 68505 None PWD Civil SR Vol-I 2023-24 P.No.15 It.No. 2.1.4 Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregate Cum 6217.0 6217.0 1.0 False None None False None False 6217.0 0 2318951 68505 None PWD Civil SR Vol-I 2023-24 Page No 16 Item No 2.5. 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6843.0 6843.0 1.2 False None None False None False 8211.6 0 1706459268000 0 None None Roads Construction of CC Road and Drain at Ward No. 18 in Sedam Taluka CC ROAD 1012837.19 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2318952 68506 None CSR 2023-24 Vol. 3, Pg. No. 17 It. No. 3.7 Compacting Original Ground Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. Cum 110.25 110.25 104.44 False None None False None False 11514.51 0 2318953 68506 None CSR 2023-24 Vol. 3, Pg. No. 17 It. No. 3.6 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 44.44 False None None False None False 23004.366 0 2318954 68506 None CSR 2023-24 Vol. 3, It. No. .4.2.B.v By Mix in Place Method: 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 For Grading -V Material Cum 2476.95 2476.95 29.62 False None None False None False 73367.259 0 2318955 68506 None CSR 2023-24 Vol. 3, Pg. No. 26 It. No. 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 rollerto achieve the desireddensity. Wet Mix Macadam (Plant Mix Method) Cum 2686.95 2686.95 69.62 False None None False None False 187065.459 0 2318956 68506 None CSR 2023-24 Vol. 1, Pg. No. 148 It. No. 16.27 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 M20 (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 Cum 6692.7 6692.7 104.44 False None None False None False 698985.588 0 2318957 68506 None CSR 2023-24 Vol. 3, Pg. No. 78 It. No. 8.54 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 Each 9450.0 9450.0 2.0 False None None False None False 18900.0 0 1706459268000 0 None None Roads Construction of CC Road and Drain at Ward No. 19 in Sedam Taluka CC ROAD 774876.38 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2318958 68507 None CSR 2023-24 Vol. 3, Pg. No. 17 It. No. 3.7 Compacting Original Ground Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. Cum 110.25 110.25 103.5 False None None False None False 11410.875 0 2318959 68507 None CSR 2023-24 Vol. 3, Pg. No. 17 It. No. 3.6 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 517.65 517.65 135.0 False None None False None False 69882.75 0 2318960 68507 None CSR 2023-24 Vol. 3, It. No. .4.2.B.v By Mix in Place Method: 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 For Grading -V Material Cum 2476.95 2476.95 45.0 False None None False None False 111462.75 0 2318961 68507 None CSR 2023-24 Vol. 3, Pg. No. 26 It. No. 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 rollerto achieve the desireddensity. Wet Mix Macadam (Plant Mix Method) Cum 2686.95 2686.95 45.0 False None None False None False 120912.75 0 2318962 68507 None CSR 2023-24 Vol. 1, Pg. No. 148 It. No. 16.27 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 M20 (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 Cum 6692.7 6692.7 67.5 False None None False None False 451757.25 0 2318963 68507 None CSR 2023-24 Vol. 3, Pg. No. 78 It. No. 8.54 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 Each 9450.0 9450.0 1.0 False None None False None False 9450.0 0 1706459268000 0 None None Roads Construction of CC Road and Drain Providing and Installing High Mast Lamp at Ward No. 21 in Sedam Taluka CC ROAD 893635.32 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2318964 68508 None CSR 2023-24 Vol. 3, Pg. No. 17 It. No. 3.7 Compacting Original Ground Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. Cum 110.25 110.25 87.75 False None None False None False 9674.4375 0 2318965 68508 None CSR 2023-24 Vol. 3, It. No. .4.2.B.v By Mix in Place Method: 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 For Grading -V Material Cum 2476.95 2476.95 52.5 False None None False None False 130039.875 0 2318966 68508 None CSR 2023-24 Vol. 3, Pg. No. 26 It. No. 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 rollerto achieve the desireddensity. Wet Mix Macadam (Plant Mix Method) Cum 2686.95 2686.95 58.5 False None None False None False 157186.575 0 2318967 68508 None CSR 2023-24 Vol. 1, Pg. No. 148 It. No. 16.27 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 M20 (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 Cum 6692.7 6692.7 87.75 False None None False None False 587284.425 0 2318968 68508 None PWD SR 2023-24 Vol. 3, Pg. No. 78 It. No. 8.54 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 Each 9450.0 9450.0 1.0 False None None False None False 9450.0 0 1706459268000 0 None None Roads Ward No. 21 CC Drain 47298.11 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2318969 68509 None CSR 2023-24 Vol. 1, It. No. 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 necessary, 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 4.5 False None None False None False 29876.175 0 2318970 68509 None CSR 2023-24 Vol. 1, Pg. No. 18 It. No. 2.11 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. All other type of structures Tonne 82961.55 82961.55 0.21 False None None False None False 17421.9255 0 1706459268000 0 None None Roads Ward No. 21 Providing and Installing High Mast Lamp 416690.14 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2318971 68510 None CSR 2023-24 PWD Elec Vol-6 Chapter-4 It No - 4.5.1 Fabrication, Supplying, Erection, Testing and Commissioning of ……Mtrs long polygon high mast with Single / Multiple  telescopic sections having, ( minimum overlap distance of 1.5 times of top section)  thickness as per BSEN 10025 grade S 355 JO /ASTM A572-50 steel sheet plate for shaft suitable to withstand a wind velocity of 47 m/sec as per IS 875 part 3(as per GA Drawing).Base plate  as per IS 2062/ASTM A572-50. The mast shall be Galvanized in single Hot-dip as per BSEN ISO 1461/ASTM A123 with an average 70 microns as per IS 2629, and welded as per BS 5135 Single L-Seam joint. The mast shall have 2way head frame with  die cast LM-6 pulleys, stainless steel axle, Phosphorus Bronze bearing bush press-fitted with separate guides for 2 runs of 5mm dia, stainless steel wire rope of AISI 304grade 7/19-core, (Factor of Safety as per TR no-7). 2.5sqmm EPR insulated PCP sheathed trailing power cable housed inside the bottom shaft of mast with door having  locking arrangement. The mast shall have power tool operating on 230/ 415V, 50Hz, 1/3 phases reversible geared motor. The mast shall have lantern of 2 segments, suitable dia  with max load  carrying capacity as per IS 1239. The mast shall be erected on existing  RCC footing.  The mast shall be supplied with 3mm thick template, lightning arrester of 1.2m length galvanized pipe with top arrow fitted on top of the head frame cover and GLS type aviation twin lamps fitting with wiring complete. ( excluding foundation) as per technical data. 12Mtrs/12.5Mtrs - Top 100mm and bottom 310 mm dia Each 131000.0 131000.0 1.0 False None None False None False 131000.0 0 2318972 68510 None CSR 2023-24 PWD Elec Vol-6 Chapter-4 It No.11.9.6 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 50000hr @ Lumen Maintenance of 70%, CCT greater than 5500K, IP 66optical and electrical compartment & impact resistance of complete luminaire greater than IK08. Power Factor greater than 0.9 with mains, Surge Protection- Min 5KV along with Over voltage/Overload, short circuit/ miss-wiring protection. Compatible for pole mouting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V 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 greater than 130lm/w, nominal CRI greater than 75. Luminaire manufacturer should have inhouse facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008 . Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/Lumileds /Osram make LED Source. LED Floodlight 200W Each 18581.0 18581.0 12.0 False None None False None False 222972.0 0 2318973 68510 None CSR 2023-24 PWD Ele Vol-6 Chapter-13 It No - 13.5 Fixing halogen/metal halide / SVL / IL / LED floodlight fitting over existing pole / wall ceiling including clamps, bolts, nuts and wiring using suitable capacity wires. Each 162.0 162.0 12.0 False None None False None False 1944.0 0 2318974 68510 None CSR 2023-24 PWD Elec Vol-6 Chapter-2 It No -2.5.10 Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade copper with flexible copper conductor confirming to table 3 class 5 of IS:8130-1984 and PVC insulation and sheathed suitable for working voltage upto 1100Volts as per IS-694:1990 - 5C X 2.5Sqmm Mtr 266.0 266.0 15.0 False None None False None False 3990.0 0 2318975 68510 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.19. Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure. Double Door 6Way SP &N Each 1791.0 1791.0 1.0 False None None False None False 1791.0 0 2318976 68510 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.18. Supplying and 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. 6-32Amps SP Each 415.0 415.0 2.0 False None None False None False 830.0 0 2318977 68510 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.18. Supplying and 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. 40Amps DP Each 1060.0 1060.0 1.0 False None None False None False 1060.0 0 2318978 68510 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.13. Supply and fixing of 4pole power contactor with NO/NC contacts on existing wood/panel board using necessary bolts, nuts, washers and wiring etc., complete with AC-3 Rating and as per IS-13947. 40Amps Each 2258.0 2258.0 1.0 False None None False None False 2258.0 0 2318979 68510 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.18. Supplying and 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 40Amps TPN Each 3044.0 3044.0 1.0 False None None False None False 3044.0 0 2318980 68510 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.47 Supplying and fixing Microprocessor based Electronic timer (without contactor, Din Mounting using necessary bolts, nuts and washers etc.,.) 3-120sec setting. Each 2315.0 2315.0 1.0 False None None False None False 2315.0 0 2318981 68510 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.42. Fabricating supplying and mounting MS box made out 14SWG suitable for floor / wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 2 coats of red oxide primer paint and finally finished with approved colour enameled metal paint etc., complete. Sq CM 0.5 0.5 12000.0 False None None False None False 6000.0 0 2318982 68510 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.41. Supplying and fixing angle iron frame work fabricated out of M.S. angle iron. and M.S. flat … with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. 40x40x6mm Mtr 305.0 305.0 8.0 False None None False None False 2440.0 0 2318983 68510 None DSR 2019-20, Page No-43-44, It No- 6.18.3 Supplying and running GI conductor for grounding and (along with other wires in conduit system of wiring) using necessary suitable size clamps, nails, guttas/spacers etc. GI Wire 8SWG Mtr 19.0 19.0 3.0 False None None False None False 57.0 0 2318984 68510 None DSR 2019-20, Page No-40, It No- 6.3.1 Supplying and running of GI strips for grounding connections, using necessary fixing materials as required. GI strip 25x3mm Mtr 75.0 75.0 5.0 False None None False None False 375.0 0 2318985 68510 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.30 Supplying, fixing and wiring electronic 5 to 20Amps single phase Class-1 Accuracy with Temper Proof Energy Meter. Each 1380.0 1380.0 1.0 False None None False None False 1380.0 0 2318986 68510 None Bescom 2023-24 Part-III Sl.No.198 Item.No.32.02 Co 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part 1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 10 Sqmm, 2 Core, (9 GI Strips - 4 x 0.8 mm)" Km 101113.0 101113.0 0.02 False None None False None False 2022.26 0 2318987 68510 None Bescom 2023-24 Part-III Sl.No.217 Item.No.33.02 Co Compression type Aluminium Tubular in Line Connector for Aluminum Conductor A)10sqmm Each 4.0 4.0 4.0 False None None False None False 16.0 0 2318988 68510 None Bescom 2023-24 Part-IV Sl.No.202 Item.No.29.03 Pag Earth work excavation for cable trench of 0.5 to 0.75 Mtr. Width and Depth upto 1 Mtr including trial pits, depositing on bank upto a lead of 50 Mtr, Supplying and Displaying necessary Danger Boards and Lighting, Using sight Rails and Sign Boards at every 100 Mtr wherever necessary as directed. Hard Soil" Each 389.0 389.0 13.0 False None None False None False 5057.0 0 2318989 68510 None Bescom 2023-24 Part-IV Sl.No.206 Item.No.29.07 Pag Refilling the cable trenches with selected available earth from trench excavation including watering, consolidation in layers of 15 cm. Thickness including depositing of the surplus earth with a lead of 200 Mtr" Each 58.0 58.0 13.0 False None None False None False 754.0 0 2318990 68510 None Bescom 2023-24 Part-IV Sl.No.167 Item.No.20.05 Pag Laying of cable in Existing Trench/GI pipe/Stone Ware using Wooden/Aluminum Rollers as directed by the departmental staff LT Cable. 2.5 to 25 Sqmm Km 16159.0 16159.0 0.02 False None None False None False 323.18 0 2318991 68510 None DSR 2019-20, Page No-40, It No- 6.1 Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40mm dia 2.90mm thick GI pipe 2.5 mtr long buried in a pit … The pit should be filled with equal proportion of salt and charcoal 150mm all-round the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per ISI specification 7.3.3. of IS 732 using 12mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 122 mm dia Each 2999.7 2999.7 1.0 False None None False None False 2999.7 0 2318992 68510 None PWD Civil SR Vol-I 2023-24 P.No.06 It.No.1.5.1 Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling 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, usage & other appurtenances required to complete the work." Cum 299.0 299.0 2.3 False None None False None False 687.7 0 2318993 68510 None PWD Civil SR Vol-I 2023-24 P.No.18 It.No.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 Kg 89457.0 89457.0 0.1 False None None False None False 8945.7 0 2318994 68510 None PWD Civil SR Vol-I 2023-24 P.No.15 It.No. 2.1.4 Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregate Cum 6217.0 6217.0 1.0 False None None False None False 6217.0 0 2318995 68510 None PWD Civil SR Vol-I 2023-24 Page No 16 Item No 2.5. 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6843.0 6843.0 1.2 False None None False None False 8211.6 0 1706459268000 0 None None Roads Construction of CC Road and Drain at Ward No. 23 in Sedam Taluka CC ROAD 416298.96 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2318996 68511 None CSR 2023-24 Vol. 3, Pg. No. 17 It. No. 3.7 Compacting Original Ground Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. Cum 110.25 110.25 37.8 False None None False None False 4167.45 0 2318997 68511 None CSR 2023-24 Vol. 3, Pg. No. 17 It. No. 3.6 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 37.8 False None None False None False 19567.17 0 2318998 68511 None CSR 2023-24 Vol. 3, It. No. .4.2.B.v By Mix in Place Method: 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 For Grading -V Material Cum 2476.95 2476.95 25.2 False None None False None False 62419.14 0 2318999 68511 None CSR 2023-24 Vol. 3, Pg. No. 26 It. No. 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 rollerto achieve the desireddensity. Wet Mix Macadam (Plant Mix Method) Cum 2686.95 2686.95 25.2 False None None False None False 67711.14 0 2319000 68511 None CSR 2023-24 Vol. 1, Pg. No. 148 It. No. 16.27 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 M20 (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 Cum 6692.7 6692.7 37.8 False None None False None False 252984.06 0 2319001 68511 None CSR 2023-24 Vol. 3, Pg. No. 78 It. No. 8.54 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 Sqm 9450.0 9450.0 1.0 False None None False None False 9450.0 0 1706459268000 0 None None Roads Ward No. 23 CC Drain 592052.61 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2319002 68512 None CSR 2023-24 Vol. 1, Pg. No. 8 It. No. 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 107.1 107.1 128.79 False None None False None False 13793.409 0 2319003 68512 None CSR 2023-24 Vol. 3, Pg. No. 17 It. No. 3.6 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 12.15 False None None False None False 6289.4475 0 2319004 68512 None CSR 2023-24 Vol. 3, Pg. No. 15 It. No. 2.1.2 Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates Cum 5947.2 5947.2 14.31 False None None False None False 85104.432 0 2319005 68512 None CSR 2023-24 Vol. 1, Pg. No. 15 It. No. 2.2.1 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 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6601.35 6601.35 16.47 False None None False None False 108724.2345 0 2319006 68512 None CSR 2023-24 Vol. 1, Pg. No. 15 It. No. 2.2.1 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 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6601.35 6601.35 20.52 False None None False None False 135459.702 0 2319007 68512 None CSR 2023-24 Vol. 1, Pg. No. 15 It. No. 2.2.1 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 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6601.35 6601.35 4.32 False None None False None False 28517.832 0 2319008 68512 None CSR 2023-24 Vol. 1, Pg. No. 18 It. No. 2.11 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. All other type of structures Tonne 82961.55 82961.55 2.01 False None None False None False 166752.7155 0 2319009 68512 None DSR 2023-24 Vol-1 Item No. 4 Pg. No. 111 Add formwork 35% for cement concrete drain wall Cum 2310.47 2310.47 20.52 False None None False None False 47410.8444 0 1706459268000 0 None None Roads Ward No. 23 Providing and Installation High Mast Lamp at Bhavi Basaveshwara Temple 302232.14 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2319010 68513 None CSR 2023-24 PWD Elec Vol-6 Chapter-4 It No - 4.5.1 Fabrication, Supplying, Erection, Testing and Commissioning of ……Mtrs long polygon high mast with Single / Multiple  telescopic sections having, ( minimum overlap distance of 1.5 times of top section)  thickness as per BSEN 10025 grade S 355 JO /ASTM A572-50 steel sheet plate for shaft suitable to withstand a wind velocity of 47 m/sec as per IS 875 part 3(as per GA Drawing).Base plate  as per IS 2062/ASTM A572-50. The mast shall be Galvanized in single Hot-dip as per BSEN ISO 1461/ASTM A123 with an average 70 microns as per IS 2629, and welded as per BS 5135 Single L-Seam joint. The mast shall have 2way head frame with  die cast LM-6 pulleys, stainless steel axle, Phosphorus Bronze bearing bush press-fitted with separate guides for 2 runs of 5mm dia, stainless steel wire rope of AISI 304grade 7/19-core, (Factor of Safety as per TR no-7). 2.5sqmm EPR insulated PCP sheathed trailing power cable housed inside the bottom shaft of mast with door having  locking arrangement. The mast shall have power tool operating on 230/ 415V, 50Hz, 1/3 phases reversible geared motor. The mast shall have lantern of 2 segments, suitable dia  with max load  carrying capacity as per IS 1239. The mast shall be erected on existing  RCC footing.  The mast shall be supplied with 3mm thick template, lightning arrester of 1.2m length galvanized pipe with top arrow fitted on top of the head frame cover and GLS type aviation twin lamps fitting with wiring complete. ( excluding foundation) as per technical data. 12Mtrs/12.5Mtrs - Top 100mm and bottom 310 mm dia Each 131000.0 131000.0 1.0 False None None False None False 131000.0 0 2319011 68513 None CSR 2023-24 PWD Elec Vol-6 Chapter-4 It No.11.9.6 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 50000hr @ Lumen Maintenance of 70%, CCT greater than 5500K, IP 66optical and electrical compartment & impact resistance of complete luminaire greater than IK08. Power Factor greater than 0.9 with mains, Surge Protection- Min 5KV along with Over voltage/Overload, short circuit/ miss-wiring protection. Compatible for pole mouting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V 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 greater than 130lm/w, nominal CRI greater than 75. Luminaire manufacturer should have inhouse facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008 . Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/Lumileds /Osram make LED Source. LED Floodlight 200W Each 18581.0 18581.0 6.0 False None None False None False 111486.0 0 2319012 68513 None CSR 2023-24 PWD Ele Vol-6 Chapter-13 It No - 13.5 Fixing halogen/metal halide / SVL / IL / LED floodlight fitting over existing pole / wall ceiling including clamps, bolts, nuts and wiring using suitable capacity wires. Each 162.0 162.0 6.0 False None None False None False 972.0 0 2319013 68513 None CSR 2023-24 PWD Elec Vol-6 Chapter-2 It No -2.5.10 Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade copper with flexible copper conductor confirming to table 3 class 5 of IS:8130-1984 and PVC insulation and sheathed suitable for working voltage upto 1100Volts as per IS-694:1990 - 5C X 2.5Sqmm Mtr 266.0 266.0 15.0 False None None False None False 3990.0 0 2319014 68513 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.19. Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure. Double Door 6Way SP &N Each 1791.0 1791.0 1.0 False None None False None False 1791.0 0 2319015 68513 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.18. Supplying and 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. 6-32Amps SP Each 415.0 415.0 2.0 False None None False None False 830.0 0 2319016 68513 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.18. Supplying and 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. 40Amps DP Each 1060.0 1060.0 1.0 False None None False None False 1060.0 0 2319017 68513 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.13. Supply and fixing of 4pole power contactor with NO/NC contacts on existing wood/panel board using necessary bolts, nuts, washers and wiring etc., complete with AC-3 Rating and as per IS-13947. 40Amps Each 2258.0 2258.0 1.0 False None None False None False 2258.0 0 2319018 68513 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.18. Supplying and 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 40Amps TPN Each 3044.0 3044.0 1.0 False None None False None False 3044.0 0 2319019 68513 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.47 Supplying and fixing Microprocessor based Electronic timer (without contactor, Din Mounting using necessary bolts, nuts and washers etc.,.) 3-120sec setting. Each 2315.0 2315.0 1.0 False None None False None False 2315.0 0 2319020 68513 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.42. Fabricating supplying and mounting MS box made out 14SWG suitable for floor / wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 2 coats of red oxide primer paint and finally finished with approved colour enameled metal paint etc., complete. Sq CM 0.5 0.5 8000.0 False None None False None False 4000.0 0 2319021 68513 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.41. Supplying and fixing angle iron frame work fabricated out of M.S. angle iron. and M.S. flat … with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. 40x40x6mm Mtr 305.0 305.0 8.0 False None None False None False 2440.0 0 2319022 68513 None DSR 2019-20, Page No-43-44, It No- 6.18.3 Supplying and running GI conductor for grounding and (along with other wires in conduit system of wiring) using necessary suitable size clamps, nails, guttas/spacers etc. GI Wire 8SWG Mtr 19.0 19.0 3.0 False None None False None False 57.0 0 2319023 68513 None DSR 2019-20, Page No-40, It No- 6.3.1 Supplying and running of GI strips for grounding connections, using necessary fixing materials as required. GI strip 25x3mm Mtr 75.0 75.0 5.0 False None None False None False 375.0 0 2319024 68513 None CSR 2023-24 PWD Elec Vol-6 Chapter-5 It No - 5.30 Supplying, fixing and wiring electronic 5 to 20Amps single phase Class-1 Accuracy with Temper Proof Energy Meter. Each 1380.0 1380.0 1.0 False None None False None False 1380.0 0 2319025 68513 None Bescom 2023-24 Part-III Sl.No.198 Item.No.32.02 Co 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part 1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 10 Sqmm, 2 Core, (9 GI Strips - 4 x 0.8 mm)" Km 101113.0 101113.0 0.02 False None None False None False 2022.26 0 2319026 68513 None Bescom 2023-24 Part-III Sl.No.217 Item.No.33.02 Co Compression type Aluminium Tubular in Line Connector for Aluminum Conductor A)10sqmm Each 4.0 4.0 4.0 False None None False None False 16.0 0 2319027 68513 None Bescom 2023-24 Part-IV Sl.No.202 Item.No.29.03 Pag Earth work excavation for cable trench of 0.5 to 0.75 Mtr. Width and Depth upto 1 Mtr including trial pits, depositing on bank upto a lead of 50 Mtr, Supplying and Displaying necessary Danger Boards and Lighting, Using sight Rails and Sign Boards at every 100 Mtr wherever necessary as directed. Hard Soil" Each 389.0 389.0 13.0 False None None False None False 5057.0 0 2319028 68513 None Bescom 2023-24 Part-IV Sl.No.206 Item.No.29.07 Pag Refilling the cable trenches with selected available earth from trench excavation including watering, consolidation in layers of 15 cm. Thickness including depositing of the surplus earth with a lead of 200 Mtr" Each 58.0 58.0 13.0 False None None False None False 754.0 0 2319029 68513 None Bescom 2023-24 Part-IV Sl.No.167 Item.No.20.05 Pag Laying of cable in Existing Trench/GI pipe/Stone Ware using Wooden/Aluminum Rollers as directed by the departmental staff LT Cable. 2.5 to 25 Sqmm Km 16159.0 16159.0 0.02 False None None False None False 323.18 0 2319030 68513 None DSR 2019-20, Page No-40, It No- 6.1 Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40mm dia 2.90mm thick GI pipe 2.5 mtr long buried in a pit … The pit should be filled with equal proportion of salt and charcoal 150mm all-round the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per ISI specification 7.3.3. of IS 732 using 12mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 122 mm dia Each 2999.7 2999.7 1.0 False None None False None False 2999.7 0 2319031 68513 None PWD Civil SR Vol-I 2023-24 P.No.06 It.No.1.5.1 Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling 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, usage & other appurtenances required to complete the work." Cum 299.0 299.0 2.3 False None None False None False 687.7 0 2319032 68513 None PWD Civil SR Vol-I 2023-24 P.No.18 It.No.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 Kg 89457.0 89457.0 0.1 False None None False None False 8945.7 0 2319033 68513 None PWD Civil SR Vol-I 2023-24 P.No.15 It.No. 2.1.4 Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregate Cum 6217.0 6217.0 1.0 False None None False None False 6217.0 0 2319034 68513 None PWD Civil SR Vol-I 2023-24 Page No 16 Item No 2.5. 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6843.0 6843.0 1.2 False None None False None False 8211.6 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1706459269000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1706459269000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1706459269000 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 1706460094000 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 1706460097000 0 None None ELIGIBILITY The bidder is required to ensure browser compatibility of the computer well in advance to the last date and time for receipt of tenders. The departments shall not be responsible for non-accessibility of e-Procurement portal due to internet connectivity issues and technical glitches at bidder end. None 1706460100000 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 1706460104000 0 None None ELIGIBILITY Bidder shall pay Contract Management Module processing fees of 0.025% of the contact value (Min Rs.500/- & Max Rs.7500/-) soon after contract has been issued to bidder. None 1706460107000 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 1706460110000 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 27.7.2007, a sum amounting to 1%of the bill amount will be deducted towards Construction Labour Welfare fund. None 1706460113000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None 1706460116000 0 None None ELIGIBILITY The Item Rate quoted shall include the Royalty Charges on construction materials and other taxes as per prevailing Government Orders None 1706460120000 0 None None ELIGIBILITY The Tenderer shall obtain the workdone certificate in the prescribed format from the Competent Authority not below the rank of Executive Engineer (District Level Officer) and scan the Original Certificate and attach the scanned file to the Bid. The Original Certificate/Certificates shall be produced at the time of opening of technical Bids for physical verification. None 1706460124000 0 None None ELIGIBILITY Financial Year will be reckoned as the period between first day of April and Thirty first day of March of succeeding year(both days inclusive). None 1706460128000 0 None None ELIGIBILITY The Tenderer shall scan the Original Ownership Documents/ Lease/ Hire committement Agreement for the Machinery and attach the scanned file to the Bid. The Original Documents shall be produced at the time of opening of technical Bids for physical verification. None 1706460131000 0 None None ELIGIBILITY The tenderer shall note that the scanned Documents can also be uploaded in the tasks created under Document/Evidence Required from the Bidder. None 1706460135000 0 None None ELIGIBILITY The Employer reserves the right to Reject any or all Tenders without assigning any reason. None 1706460138000 0 None None ELIGIBILITY The Defect Liability Period is 12 months from the date of successful completion of work. The tenderer should maintain the work in good condition during the Defect Liability Period. None 1706460141000 0 None None ELIGIBILITY The Department is not responsible for any delay in accessing e-procurement portal. None 1706460144000 0 None None ELIGIBILITY Financial turnover of previous years shall be given a weight of 10% per year to bring them to the price level of the 2023-24 in the Technical Qualification Criteria mentioned in the next section None 1706460148000 0 None None ELIGIBILITY Tenderer shall note that the Tenders of those found Eligible as mentioned in Clause 3 - Qualification of the Tenderer in Section 2 : Instructions to Tenderers (ITT), will only be considered for evaluation. None 1706460151000 0 None None ELIGIBILITY The rates of all the items appeared in Bill of Quantities are inclusive of all leads and lifts None 1706460156000 0 None None ELIGIBILITY As per G.O of PWD Karnataka Government No.PWD/107/CRM/2013 Bangalore DTD 20-02-2014, If the tenderer uploads the Bank Guarantee, but does not produce original at the time of technical scrutiny, such tenders will not be disqualified either in the technical bid stage or financial bid stage.But the qualified tenderer (L1) must submit the original copy of the BG at the time of agreement. None 1706460160000 0 None None ELIGIBILITY Bidders are advised to note that, 18% GST will be added to the contract amount None 1706460164000 0 None None ELIGIBILITY The tenderer shall note that, the directions of Educational Department no excess Tender premium will be allowed for this work. If, quoted excess tender premiums such tenders are liable for rejection None 1706460179000 0 None None ELIGIBILITY EMD of Rs 2,84,000/- is to be paid in full through e-payment or Rs. 1,00,000/- on e-payment & Rs. 1,84,000/- shall be in favour of the Executive Engineer, PWD Division, Sedam and may be in the form of Bankers Cheque/ Demand Draft/ Pay Order in favour of Executive Engineer, PWD Division, Sedam payable at Sedam or cash or Specified Small Savings Instruments pledges to the ExecutiveExecutive Engineer, PWD Division, Sedam or Bank Guarantee in the prescribed format obtained from any nationalised / Scheduled Bank. None 1706460185000 0 None None ELIGIBILITY The work should be completed in 09 (Nine) Months ( including mansoon) None 1706460189000 0 None None ELIGIBILITY As per the Govr Order No: FD 263 EXP-12/2022 Bangelore Dated: 11.05.2022 as per condition no 3 relaxation of machinery upto Rs. 300.00 Lakhs i.e. KW-3 & KW-4 None 1706709727000 0 None None ELIGIBILITY The star rates inrespect of specified materials ( Cement, Steel and Bitumen) shall be payable as per CIRCULAR NO.PWD 159 CRM 2009 Bangalore Dated 30.09.2010 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) Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Statement on the Letter Head of the Tenderer None None None None To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e., 2018-19, 2019-20, 2020-21, 2021-22 & 2022-23 a)Achieved in at least two financial years a minimum financial turnover (in all classes of civil engineering construction works only) of Rs. 378.16 Lakhs Past Experience None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e., 2018-19, 2019-20, 2020-21, 2021-22 & 2022-23 b) Satisfactorily completed, as prime contractor, at least one similar work such as CC road and Drain Work of value not less than Rs. 94.54Lakhs Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e., 2018-19, 2019-20 2020-21, 2021-22 & 2022-23 c) Executed in any one year, the following minimum quantities of work: 1) Earth work/Embankment/Subgrade 1378.80Cum 2) RCC/PCC 1239.04 Cum 3) GSB 353.45Cum 4) WMM 378.25 Cum 5) STEEL 14.48 Tonne Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate 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 work, if work is awarded. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Biodata of the personnel None None None None As per the Govr Order No: FD 263 EXP-12/2022 Bangelore Dated: 11.05.2022 as per condition no 3 relaxation of machinery upto Rs. 300.00 Lakhs i.e. KW-3 & KW-4 Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Information in Format-8 and scanned copies of the owership Documents & Hire commitment Agreements None None None None Liquid Assets and /or availability of credit facilities of no less than Rs. 63.03lakhs (Credit Lines/letter of credit/ certificates from the 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 Report on the financial standing of the Tenderer, such as profit and loss statements and auditors report for the last five years. Financial Status None createdTs version createdDate modifiedDate documentName None None None None ITR Filed Copy (Mentioning PAN) None None None None Latest Income Tax Clearance Certificate Financial Status None createdTs version createdDate modifiedDate documentName None None None None ITR Filed Copy (Mentioning PAN) None None None None Constitutional or Legal Status of the Tenderer Others Legal Status createdTs version createdDate modifiedDate documentName None None None None PWD Registration Certificate (Class I/II/III/IV) None None None None Principal Place of Business Others others createdTs version createdDate modifiedDate documentName None None None None Others -- Declaration by the Bidder on the Letter Head None None None None Information of the works for which Tender acceptance letters are received. Others New Works createdTs version createdDate modifiedDate documentName None None None None Others -- Information in Format-6 and Letter of Acceptance None None None None Information of the works for which Tenderer has submitted Tender. Others Tendered works createdTs version createdDate modifiedDate documentName None None None None Others -- Information in Format-7 None None None None The proposed methodology and program of construction, backed with equipment planning and deployment, duly supported with broad calculations and quality control procedures proposed to be adopted, justifying their capability of execution and completion of the work as per technical specifications within the stipulated period of completion. Others CPM/PERT createdTs version createdDate modifiedDate documentName None None None None Others -- CPM/PERT Chart None None None None Assessed Tender Capacity shall be more than the Tendered Amount Others Assessed Tender Capacity createdTs version createdDate modifiedDate documentName None None None None Others -- Assessement on the Letter Head of the Tenderer None None None None Information on works which are yet to be completed Others Pending works createdTs version createdDate modifiedDate documentName None None None None Others -- Information in Format-5 and Certificates in Format-3
tenderCriterionDocumentList	documentName optional documentTypeText Contractors Registration Certificate True Technical Bid Annual Turnover Certificate Must be with the UDIN No Other Wise Turnover is not Considered True Technical Bid Work Done 50 percentage Single similar Nature of work With Indent NO True Technical Bid Bank LOC certificate True Technical Bid Tender capacity True Technical Bid Minimum quantities executed True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1706709818000 version 0 createdDate None modifiedDate None blockNumber PWD DIVISION OFFICE street None city SEDAM state Karnataka pin 585222
tenderRecallDTO	None