createdTs	None
version	None
createdDate	None
modifiedDate	None
noticeInvitingTenderDTO	createdTs 1721466848676 version 8 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 5000.00 emd 1436000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 31-07-2024 17:30:00 tenderQueryClose 24-07-2024 11:30:00 technicalBidOpen 03-08-2024 11:30:00 publishedDate 20-07-2024 16:35:56 publishedByPost PWD_CE_SHDP publishedByUser KPE14485 - PURUSHOTHAMA DAS HEGGADE bidValidityPeriod 90 noOfCalls 2 preBidMeetingDate 24-07-2024 11:30:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn True percentageRateTypeText None contactPerson Chief Engineer splitEmdRequiredYn True emdBankGuarantee 1336000.00 emdCash 100000.00 bgValidityPeriod 135 hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08022224106 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1721466848679 version 19 createdDate None modifiedDate None tenderNumber PWD/2023-24/RD/WORK_INDENT9745/CALL-2 title PACKAGE 694- Improvements to Road Jamkhandi-Rameshwar-Ramathirtha - Polo Palace-Ramathirtha Palace from Ch. 0.00 Km to 5.50 Km connecting SH53 (In selected Reaches) in Jamkhandi Taluka, Bagalkot District description PACKAGE 694 - Improvements to Road Jamkhandi-Rameshwar-Ramathirtha - Polo Palace-Ramathirtha Palace from Ch. 0.00 Km to 5.50 Km connecting SH53 (In selected Reaches) in Jamkhandi Taluka, Bagalkot District- category WORKS categoryText Works ecv 95762075.42 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn False location 2196 locationName State Highway Development Project SHDP provisionalAmount 100000000.0 groupOverheadTotal None fileNumber CPO/PIU/SHDP/PHASE-5/STG-1/PKG-694
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1721466849000 1 None None Roads PACKAGE 694 -Road Construction Works 53674077.86 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3564370 129247 None Vol-3, P.No.149, I.No.16.29 Providing and fixing of typical SHDP informatory sign board with Logo as per MORD specifications and drawing. i) The board will be a composite unit consisting of three plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most platewill be in diamond shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mmx 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate will be flushed with the top of 75 mm dia medium steel tube posts and these posts will be embedded in cement concreteM15 grade blocks of 450 mm x 450 m x 600 mm below ground level. The height of bottom of the lower most plate will be 1200 mm from normal ground level and the bottom of middle plate will be 100 mm above the top level of the lower most plate. The rectangle shaped plate mounted over angle iron frame will be connected to middle plate by square medium steel section of 47 mm x 47 mm thickness 12 SWG having a spacing of 100 mm between the Rectangle shaped plate and middle plate and this square section will be welded to the bottom point of the Rectangle shaped plate. (ii) The lettering and borders, etc. of middle and bottom plate, SHDP logo on top plate shall be as per clause 1701.4.6 essages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing.(iii) For warranty and durability the clause 1701.5 and for maintenance the clause 1911 shall be applicable.(iv) A reference number along with the month and year of installation should be placed on the back of a sign in a contrasting colour or by stamping in characters not exceeding 50 mm in height.485777/2019/Dir(Tech) 7Retro Reflective Trafic Sign As per IRC 67 Clause 1701.3.8.1 Class A Type 1 No 18658.82 18658.82 2.0 False None None False None False 37317.64 0 3564371 129247 None Vol-3, P.No.9, I.No.2.5 (ii)A Clearing and Grubbing Road Land. Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.ii)By Mechanical Means using Dozer(A)In area of light jungle 100 Sqm 477.66 477.66 61.72 False None None False None False 29481.1752 0 3564372 129247 None Volume-1 Page No.8 Item No. 1.14.1 Excavation Mechanical Means 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 123.98 123.98 1599.06 False None None False None False 198251.4588 0 3564373 129247 None Vol-3, P.No.17 I.No.3.5 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead Sqm 7.29 7.29 8761.5 False None None False None False 63871.335 0 3564374 129247 None Volume-1 Page No. Item No. 1.7 Embankment from Cutting Materials Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. Cum 144.63 144.63 1279.25 False None None False None False 185017.9275 0 3564375 129247 None 1.7 Embankment from Barrow Materials Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading,grading to required slope and compacting to meet the equirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. Cum 576.1 576.1 4116.42 False None None False None False 2371469.562 0 3564376 129247 None 3.6 Construction of Subgrade and Earthen Shoulders 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 599.19 599.19 2931.7 False None None False None False 1756645.323 0 3564377 129247 None 4.2 (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 2867.12 2867.12 3734.06 False None None False None False 10705998.1072 0 3564378 129247 None 4.17 Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with aver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Cum 3110.21 3110.21 4474.7 False None None False None False 13917256.687 0 3564379 129247 None 5.1 A(i) Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means. Sqm 49.83 49.83 22373.5 False None None False None False 1114871.505 0 3564380 129247 None 5.4 Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom Sqm 17.02 17.02 22373.5 False None None False None False 380796.97 0 3564381 129247 None 5.12C Dense Graded Bituminous Macadam Grading - II for traffic 20 MSA Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. Cum 11484.31 11484.31 1118.68 False None None False None False 12847267.9108 0 3564382 129247 None 5.16C Bituminous Concrete Grading II for traffic 20 MSA Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects Cum 13313.49 13313.49 671.2 False None None False None False 8936014.488 0 3564383 129247 None 2.1.3 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 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates Cum 7279.03 7279.03 77.15 False None None False None False 561577.1645 0 3564384 129247 None 8.42.1 Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra) 300 x 250 x 100 mm size Rmtr 368.27 368.27 1543.0 False None None False None False 568240.61 0 1721466849000 1 None None Roads PACKAGE 694 - Road Furniture Works 2387815.01 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3564385 129248 None Vol-3, PNO 67, I.No. 8.16 ii Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC Ordinary kilometer stone (precast) Each 3557.48 3557.48 2.0 False None None False None False 7114.96 0 3564386 129248 None Volume-3 Page No.67 Item No. 8.16 iii Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC 200 m stone (precast) Each 1023.37 1023.37 7.0 False None None False None False 7163.59 0 3564387 129248 None Volume-3 Page No.67 Item No. 8.15 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. Sqm 644.16 644.16 1346.0 False None None False None False 867039.36 0 3564388 129248 None Vol-3, P.No.64, I.No.8.6 ii Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed oundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012.90 cm equilateral triangle Each 5770.72 5770.72 12.0 False None None False None False 69248.64 0 3564389 129248 None Vol-3, P.No.64, I.No.8.6 viii Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed oundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012.60 cm circular Each 5285.77 5285.77 6.0 False None None False None False 31714.62 0 3564390 129248 None Vol-3, P.No.65, I.No.8.6 xii Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed oundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012.60 cm x 45 cm rectangular Each 5193.4 5193.4 6.0 False None None False None False 31160.4 0 3564391 129248 None Vol-3, P.No.65, I.No.8.6 xv Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed oundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012.90 cm high octagon Each 8052.03 8052.03 6.0 False None None False None False 48312.18 0 3564392 129248 None Volume-3 Page No. 67 Item No. 8.17 Road Delineators Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings. Each 2456.32 2456.32 50.0 False None None False None False 122816.0 0 3564393 129248 None Volume-3 Page No.71 Item No. 8.31 Rumble Strips Provision of 15 nos rumble strips covered with premix bituminous carpet, 15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with white strips of road marking paint. Sqm 228.5 228.5 36.25 False None None False None False 8283.125 0 3564394 129248 None Volume-3 Page No. 74 Item No. 8.43 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warrantyfor satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. Each 443.62 443.62 429.0 False None None False None False 190312.98 0 3564395 129248 None Volume-3 Page No. 66 Item No. 8.14i Painting Lines, Dashes, Arrows etc on Roads in Two Coats on Old Work Painting lines, dashes, arrows etc on roads in two coats on old work with ready mixed road marking paint conforming to IS: 164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control Over 10 cm in width Sqm 173.8 173.8 5.12 False None None False None False 889.856 0 3564396 129248 None Volume-1 Page No. 10 Item No. 1.17.1 Excavation for Pipe Line Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. All kinds of soils. Depth upto 1.50 mAll kinds of soils. Depth upto 1.50 m Cum 320.87 320.87 50.55 False None None False None False 16219.9785 0 3564397 129248 None Volume-3 Page No. 71 Item No. 8.29i Cable Duct Across the Road Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 -1997 and approved drawings. Single row for one utility service Rmtr 2688.46 2688.46 140.41 False None None False None False 377486.6686 0 3564398 129248 None Volume-3 Page No. 123 Item No. 13.14 Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2. Sqm 102.09 102.09 771.5 False None None False None False 78762.435 0 3564399 129248 None Volume-3 Page No. 71 Item No. 8.32 Supplying & fixing of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered, LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand tempertures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typicl frequency of blinking is 1 Hz. There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be less than 10 mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the Engineer Each 2552.34 2552.34 35.0 False None None False None False 89331.9 0 3564400 129248 None Volume-3 Page No.80 Item No. 8.60.2 iii Providing Speed Breakers/Raised pedestrian crossings in Trapezoidal section with 2.5 m Top width and transition length of 0.8 m length and height of 0.1 m as per IRC 99:2018 using Dense Bituminous Macadam (DBM) Gr II and Bituminous Concrete (BC) Gr II for entire formation width & WBM Gr II for Shoulder hump portion only (150 mm thick), completing with road marking paint with applied thermoplastic compound with reflecting glass beeds on bituminous surface and providing 2 Nos. retro reflective traffic signs as per IRC 67 -2022 Two lane with formation width of 9.00 m No 55244.79 55244.79 8.0 False None None False None False 441958.32 0 1721466849000 1 None None Roads PACKAGE 694 - Construction of CC DRAIN Without DUCT 13741091.54 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3564401 129249 None Volume-1 Page No. 15 Item No.2.1.3 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 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates Cum 7279.03 7279.03 300.72 False None None False None False 2188949.9016 0 3564402 129249 None Volume-1 Page No.18 Item No. 2.11h TMT for All Structures 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 Tonne 96029.97 96029.97 27.57 False None None False None False 2647546.2729 0 3564403 129249 None Volume-1 Page No. 16 Item No. 2.5.2 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 8316.98 8316.98 250.6 False None None False None False 2084235.188 0 3564404 129249 None Volume-1 Page No.16 Item No. 2.5.2 Add 35% Extra in Rate for Scafolding, Formwork etc. Cum 11227.93 11227.93 350.84 False None None False None False 3939206.9612 0 3564405 129249 None Volume-1 Page No. 16 Item No. 2.5.3 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Add 35% Extra in Rate for Scafolding, Formwork etc. Cum 11497.02 11497.02 250.6 False None None False None False 2881153.212 0 1721466849000 1 None None Roads PACKAGE 694 - Cross Drain Work Reconstruction of Box Culverts - 3 Nos - 1V - 1.5 m X 1.5 m 3539898.65 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3564406 129250 None Volume-3 Page No. 10 Item No. 2.10 iv B Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead ii) By Mechanical Means b. Rubble stone masonry in cement mortar. Cum 741.39 741.39 79.15 False None None False None False 58681.0185 0 3564407 129250 None Volume-1 Page No. 8 Item No. 1.14.1 Excavation Mechanical Means 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 123.97 123.97 260.08 False None None False None False 32242.1176 0 3564408 129250 None Volume-1 Page No. Item No.2.1.3 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 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates Cum 7279.03 7279.03 38.84 False None None False None False 282717.5252 0 3564409 129250 None Volume-1 Page No. 18 Item No.2.11 h TMT for All Structures 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 Tonne 96029.97 96029.97 9.43 False None None False None False 905562.6171 0 3564410 129250 None Volume-1 Page No. 16 Item No. 2.4.3 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Box Structure Adding 20% for Formwork Cum 9240.93 9240.93 140.69 False None None False None False 1300106.4417 0 3564411 129250 None Volume-1 Page No.16 Item No.2.5.2 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Add 20% forTop Slab, Kerb, Parapet Wall Cum 9980.38 9980.38 48.66 False None None False None False 485645.2908 0 3564412 129250 None Volume-3 Page No. 117 Item No.12.4 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification Cum 3253.63 3253.63 59.4 False None None False None False 193265.622 0 3564413 129250 None Volume-3 Page No.121 Item No.13.2 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) Cum 16980.35 16980.35 13.23 False None None False None False 224650.0305 0 3564414 129250 None Volume-3 Page No. 123 Item No. 13.14 Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2. Cum 102.09 102.09 24.3 False None None False None False 2480.787 0 3564415 129250 None Volume-3 Page No. 67 Item No. 8.18 Guard Stones / Boundary Pillers Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting Each 909.12 909.12 60.0 False None None False None False 54547.2 0 1721466849000 1 None None Roads PACKAGE 694 - Construction of New Pipe Culvert 766205.66 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3564416 129251 None 2.8 (ii) A Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of serviceable material and stacking the serviceable material with all lifts and lead Lime /Cement Concrete By Mechanical Means Cement Concrete Grade M-15 & M-20 Cum 873.88 873.88 4.86 False None None False None False 4247.0568 0 3564417 129251 None 2.10 (iv) B Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T and P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead ii) By Mechanical Means B. Above 600 mm to 900 mm dia Cum 1332.08 1332.08 11.0 False None None False None False 14652.88 0 3564418 129251 None 2.17 (ix) B Excavation Mechanical Means Earth work excavation for Foundation by mechanical means for all works and 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 123.98 123.98 32.06 False None None False None False 3974.7988 0 3564419 129251 None 2.17 (ix) C Embankment from Barrow Materials Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading,grading to required slope and compacting to meet the equirement complete as per specifications, including cost of labour,rolling,water,all materials,usage and all other appurtenaces required to complete the work. Cum 576.1 576.1 180.2 False None None False None False 103813.22 0 3564420 129251 None 1.14.1 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 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates Cum 7279.04 7279.04 2.37 False None None False None False 17251.3248 0 3564421 129251 None 1.14.2 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 8252.52 8252.52 28.61 False None None False None False 236104.5972 0 3564422 129251 None 1.17.1 Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row . Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ii. 1200 mm . Cum 13086.22 13086.22 18.2 False None None False None False 238169.204 0 3564423 129251 None 1.17.2 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification Boulder Laid Dry Without Wire Crates. Cum 2323.85 2323.85 3.64 False None None False None False 8458.814 0 3564424 129251 None 2.1.3 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications Stone/Boulder Cum 2323.85 2323.85 30.0 False None None False None False 69715.5 0 3564425 129251 None 2.1.5 TMT for All Structures 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 96029.97 96029.97 0.52 False None None False None False 49935.5844 0 3564426 129251 None 2.2.1 Guard Stones / Boundary Pillers Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting Cum 909.12 909.12 5.0 False None None False None False 4545.6 0 3564427 129251 None 2.2.1 Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2. Cum 102.1 102.1 45.69 False None None False None False 4664.949 0 3564428 129251 None SR 218-19 KSRRB M2100-7 Back filling Marcshy foundation pits of abutmrnt wing wall and return wall using approved materials with raming and watering with all lead and lifts,cost of labour, HOM of machineries, complete as per specifications and directon of the engineer incharge of the work MORTH Specification No. 304 Cum 323.3 323.3 33.01 False None None False None False 10672.133 0 1721466849000 0 None None Roads PACKAGE 694 - Junction Estimate 4445931.84 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3564429 129252 None Volume-3 Page No. 9 Item No. 2.5 ii A Clearing and Grubbing Road Land. Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.By Mechanical Means using DozerIn area of light jungle 100 Sqm 477.65 477.65 11.49 False None None False None False 5488.1985 0 3564430 129252 None Volume-3 Page No. 17 Item No. 3.5 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead Sqm 7.29 7.29 1915.0 False None None False None False 13960.35 0 3564431 129252 None Volume-1 Page No. 8 Item No. 1.14.1 Excavation Mechanical Means 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 123.97 123.97 478.75 False None None False None False 59350.6375 0 3564432 129252 None Volume-3 Page No. 7 Item No. 1.8 Embankment from Barrow Materials Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading,grading to required slope and compacting to meet the equirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. Cum 576.1 576.1 536.2 False None None False None False 308904.82 0 3564433 129252 None Volume-3 Page No. 23 Item No. 4.2 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 2867.13 2867.13 363.0 False None None False None False 1040768.19 0 3564434 129252 None Volume-3 Page No. 26 Item No. 4.17 Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with aver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Cum 3110.21 3110.21 363.0 False None None False None False 1129006.23 0 3564435 129252 None Volume-3 Page No. 31 Item No. 5.1 (i)A Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means. Sqm 49.83 49.83 1815.0 False None None False None False 90441.45 0 3564436 129252 None Volume-3 Page No. 31 Item No. 5.4 Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom Sqm 17.02 17.02 1815.0 False None None False None False 30891.3 0 3564437 129252 None Volume-3 Page No. 35 Item No. 5.12 C Dense Graded Bituminous Macadam Grading - II for traffic 20 MSA Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. Cum 11484.31 11484.31 90.75 False None None False None False 1042201.1325 0 3564438 129252 None Volume-3 Page No. 35 Item No. 5.16 C Bituminous Concrete Grading II for traffic 20 MSA Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects Cum 13313.49 13313.49 54.45 False None None False None False 724919.5305 0 1721466849000 0 None None Roads PACKAGE 694 - Pipe Line Shifting 2110583.12 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3564439 129253 None Volume-1 Page No. 10 Item No. 1.17.1 Excavation for Pipe Line Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. All kinds of soils. Depth upto 1.50 mAll kinds of soils. Depth upto 1.50 m Cum 320.87 320.87 864.0 False None None False None False 277231.68 0 3564440 129253 None Vol-5 BWSSB P.No. 96 Item No. 9.2.3 Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE Grade PE80-PN8.0,90mm dia Rmtr 464.28 464.28 600.0 False None None False None False 278568.0 0 3564441 129253 None Vol-5 BWSSB Page No.96 Item No.9.2.4 Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For HDPE Grade PE80-PN8.0,160mm dia Rmtr 1386.77 1386.77 1000.0 False None None False None False 1386770.0 0 3564442 129253 None Volume-1 Page No.7 Item No. 1.1 Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications Cum 194.46 194.46 864.0 False None None False None False 168013.44 0 1721466849000 0 None None Roads PACKAGE 694 - Electrical Pole Shifting & KEB Charges APMC to Channamma Circle 1390521.5 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3564443 129254 None Hescom rates 9Mtr RCC Pole(Digging of Pits in Hard latterite soil) No 7076.0 7076.0 55.0 False None None False None False 389180.0 0 3564444 129254 None Hescom rate Labour 9Mtr RCC Pole(Digging of Pits in Hard latterite soil) No 4141.2 4141.2 55.0 False None None False None False 227766.0 0 3564445 129254 None Hescom rate Labour Concreting materials for 9 mtr RCC Pole a) Base concreting 1:4:8, 650x650x150 mm Each 450.0 450.0 48.0 False None None False None False 21600.0 0 3564446 129254 None Hescom rate Labour Concreting materials for 9 mtr RCC Pole b) Pole concreting 1:2:4, 650x650x1700 Each 4120.8 4120.8 48.0 False None None False None False 197798.4 0 3564447 129254 None Hescom Labour Concreting materials for 9 mtr RCC Pole c) Coping 1:2:4 (as per actuals) Each 374.4 374.4 48.0 False None None False None False 17971.2 0 3564448 129254 None Hesom Guy set Complete No 1170.0 1170.0 10.0 False None None False None False 11700.0 0 3564449 129254 None Hescom Labour Guy set Complete No 1736.4 1736.4 10.0 False None None False None False 17364.0 0 3564450 129254 None Hescom Labour Guy concreting with Boulders, Mud and Sand No 240.0 240.0 10.0 False None None False None False 2400.0 0 3564451 129254 None Hescom rate 11kV Pin Insulators with GI Pins No 205.0 205.0 9.0 False None None False None False 1845.0 0 3564452 129254 None Hescom rate 45kN Disc Insulators (Porcelin No 186.0 186.0 12.0 False None None False None False 2232.0 0 3564453 129254 None Hescom Labour 45kN Disc Insulators (Porcelin No 44.4 44.4 12.0 False None None False None False 532.8 0 3564454 129254 None Hescom 1 kV, Horizontal Cross Arm with clamps, HTST supports, bolts, nuts and washers for RCC Pole No 646.0 646.0 6.0 False None None False None False 3876.0 0 3564455 129254 None Hescom Labour 1 kV, Horizontal Cross Arm with clamps, HTST supports, bolts, nuts and washers for RCC Pole No 326.4 326.4 6.0 False None None False None False 1958.4 0 3564456 129254 None Hescom Labour R & R of11 kV, Horizontal Cross Arm with clamps, HTST supports, bolts, nuts and washers for RCC Pole No 620.16 620.16 3.0 False None None False None False 1860.48 0 3564457 129254 None Hescom rate 4 pin cross arm clamps with Complete set No 423.0 423.0 48.0 False None None False None False 20304.0 0 3564458 129254 None Hescom Rate Labour 4 pin cross arm clamps with Complete set No 192.0 192.0 48.0 False None None False None False 9216.0 0 3564459 129254 None Hescom rate 1.1kV Pin Insulators with GI Pins No 66.0 66.0 240.0 False None None False None False 15840.0 0 3564460 129254 None Hescom Labour R & R of Rabbit conductor Km 9943.08 9943.08 6.0 False None None False None False 59658.48 0 3564461 129254 None Hescom Rabbit conductor Km 46234.0 46234.0 3.5 False None None False None False 161819.0 0 3564462 129254 None Hescom rate Labour Rabbit conductor Km 5233.2 5233.2 3.5 False None None False None False 18316.2 0 3564463 129254 None Hescom rate LT Wiring (From DTC to LT Line Through Merering Box & LT Protection Kit/LT Distribution Box) SINGLE CIRCUI i) Al Lead Wire - 120 Sqmm Mtr 180.17 180.17 180.0 False None None False None False 32430.6 0 3564464 129254 None hescom rate ii) Heavy Duty Long Barrel Copper Lug - 120 Sqmmii No 145.0 145.0 48.0 False None None False None False 6960.0 0 3564465 129254 None Hescom iii) PG Clamp - Rabbit to 120 Sqmm No 309.0 309.0 16.0 False None None False None False 4944.0 0 3564466 129254 None Hescom iv) Spacer for DTC Wiring No 41.0 41.0 32.0 False None None False None False 1312.0 0 3564467 129254 None Hescom v)Fish Plate with necessary Clamps, bolts & nuts etc complete (Galvanised) No 229.0 229.0 8.0 False None None False None False 1832.0 0 3564468 129254 None Hescom rate 11kV, 200Amps, Single Break GOS Nos 9450.0 9450.0 1.0 False None None False None False 9450.0 0 3564469 129254 None Hescom rate Labour 11kV, 200Amps, Single Break GOS Nos 1324.8 1324.8 1.0 False None None False None False 1324.8 0 3564470 129254 None Hescom rate H-Frame for mounting GOS Nos / Mtr 4332.0 4332.0 1.0 False None None False None False 4332.0 0 3564471 129254 None Hescom rate Labour H-Frame for mounting GOS Nos 387.6 387.6 1.0 False None None False None False 387.6 0 3564472 129254 None Hescom rate Labour Releasing & Refixing of over head service mains (single phase/3 phase) (While replacing existing pole) No 81.6 81.6 55.0 False None None False None False 4488.0 0 3564473 129254 None Hescom rate GI Wire 8 SWG Kgs 77.85 77.85 50.0 False None None False None False 3892.5 0 3564474 129254 None Hescom rate Guy Wire 7/10SWG Kgs 80.12 80.12 50.0 False None None False None False 4006.0 0 3564475 129254 None Hescom De-Commissioning Labour Part-A RCC pole 9mtr long No 1448.28 1448.28 12.0 False None None False None False 17379.36 0 3564476 129254 None Hescom rate PSC pole 9mtr long Nos 1448.28 1448.28 56.0 False None None False None False 81103.68 0 3564477 129254 None Hescom rate PSC pole 8mtr long Nos 1157.76 1157.76 5.0 False None None False None False 5788.8 0 3564478 129254 None Hescom rate DP Transformer Structure Nos 5621.4 5621.4 3.0 False None None False None False 16864.2 0 3564479 129254 None Hescom rate 11 kV, Horizontal Cross Arm Nos 131.76 131.76 15.0 False None None False None False 1976.4 0 3564480 129254 None Hescom rate 4 pin cross arm clamps Nos 131.76 131.76 35.0 False None None False None False 4611.6 0 3564481 129254 None Hescom rate 11KV GOS Units Nos 840.0 840.0 5.0 False None None False None False 4200.0 0 1721466849000 0 None None Roads PACKAGE 694 - Electrical pole shifting & KEB chardges Desai Circle to APMC 754882.18 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3564482 129255 None Hescom 9Mtr RCC Pole(Digging of Pits in Hard latterite soil) Nos 7076.0 7076.0 25.0 False None None False None False 176900.0 0 3564483 129255 None Hescom Labour 9Mtr RCC Pole(Digging of Pits in Hard latterite soil) Nos 4141.2 4141.2 25.0 False None None False None False 103530.0 0 3564484 129255 None Hescom Labour Concreting materials for 9 mtr RCC Pole a) Base concreting 1:4:8, 650x650x150 mm Each 450.0 450.0 25.0 False None None False None False 11250.0 0 3564485 129255 None Hesco rate Labour b) Pole concreting 1:2:4, 650x650x1700 Each 4120.8 4120.8 25.0 False None None False None False 103020.0 0 3564486 129255 None Hescom rate labour c) Coping 1:2:4 (as per actuals) Each 374.4 374.4 25.0 False None None False None False 9360.0 0 3564487 129255 None Hescom Guy set Complete Nos 1170.0 1170.0 1.0 False None None False None False 1170.0 0 3564488 129255 None Hescom rate Labour Guy set Complete Nos 1736.4 1736.4 5.0 False None None False None False 8682.0 0 3564489 129255 None Hescom rate Labour Guy concreting with Boulders, Mud and Sand Nos 240.0 240.0 5.0 False None None False None False 1200.0 0 3564490 129255 None Hescom rate 45kN Disc Insulators (Porcelin) Nos 186.0 186.0 9.0 False None None False None False 1674.0 0 3564491 129255 None Hescom rate Labour 45kN Disc Insulators (Porcelin ) Nos 44.4 44.4 9.0 False None None False None False 399.6 0 3564492 129255 None Hescom rate 11 kV, Horizontal Cross Arm with clamps, HTST supports, bolts, nuts and washers for RCC Pole No 646.0 646.0 2.0 False None None False None False 1292.0 0 3564493 129255 None Hescom rate Labour 11 kV, Horizontal Cross Arm with clamps, HTST supports, bolts, nuts and washers for RCC Pole Nos 326.4 326.4 3.0 False None None False None False 979.2 0 3564494 129255 None Hescom rate Labour R & R of11 kV, Horizontal Cross Arm with clamps, HTST supports, bolts, nuts and washers for RCC Pole Nos 620.16 620.16 3.0 False None None False None False 1860.48 0 3564495 129255 None Hescom rate 4 pin cross arm clamps with Complete set Nos 423.0 423.0 65.0 False None None False None False 27495.0 0 3564496 129255 None Hescom rate Labour 4 pin cross arm clamps with Complete set Nos 192.0 192.0 65.0 False None None False None False 12480.0 0 3564497 129255 None Hescom rate 1.1kV Pin Insulators with GI Pins Nos 66.0 66.0 20.0 False None None False None False 1320.0 0 3564498 129255 None Hescom rate Labour R & R of Rabbit conductor Kms 7521.72 7521.72 2.5 False None None False None False 18804.3 0 3564499 129255 None Hescom Rabbit conductor Kms 61515.0 61515.0 1.2 False None None False None False 73818.0 0 3564500 129255 None Hescom rate Labour Rabbit conductor Kms 3958.8 3958.8 1.2 False None None False None False 4750.56 0 3564501 129255 None Hescom rate LT Wiring (From DTC to LT Line Through Merering Box & LT Protection Kit/LT Distribution Box) SINGLE CIRCUI i) Al Lead Wire - 120 Sqmm Mtr 180.17 180.17 180.0 False None None False None False 32430.6 0 3564502 129255 None Hescom rate ii) Heavy Duty Long Barrel Copper Lug - 120 Sqmmii Nos 145.0 145.0 48.0 False None None False None False 6960.0 0 3564503 129255 None Hescom rate iii) PG Clamp - Rabbit to 120 Sqmm Nos 309.0 309.0 16.0 False None None False None False 4944.0 0 3564504 129255 None Hescom rate iv) Spacer for DTC Wiring Nos 41.0 41.0 32.0 False None None False None False 1312.0 0 3564505 129255 None Hescom Rate v)Fish Plate with necessary Clamps, bolts & nuts etc complete (Galvanised) Nos 229.0 229.0 8.0 False None None False None False 1832.0 0 3564506 129255 None Hescom rate 11kV, 200Amps, Single Break GOS Nos 9450.0 9450.0 1.0 False None None False None False 9450.0 0 3564507 129255 None Hescom rate Labour 11kV, 200Amps, Single Break GOS Nos 1324.8 1324.8 1.0 False None None False None False 1324.8 0 3564508 129255 None Hescom rate H-Frame for mounting GOS Nos 4332.0 4332.0 1.0 False None None False None False 4332.0 0 3564509 129255 None Hescom rate Labour H-Frame for mounting GOS Nos 387.6 387.6 1.0 False None None False None False 387.6 0 3564510 129255 None Hescom rate De-Commissioning Labour Part-A RCC pole 9mtr long Nos 1448.28 1448.28 12.0 False None None False None False 17379.36 0 3564511 129255 None Hescom rate PSC pole 9mtr long Nos 1448.28 1448.28 56.0 False None None False None False 81103.68 0 3564512 129255 None Hescom rate PSC pole 8mtr long Nos 1157.76 1157.76 5.0 False None None False None False 5788.8 0 3564513 129255 None Hescom DP Transformer Structure Nos 5621.4 5621.4 3.0 False None None False None False 16864.2 0 3564514 129255 None Hescom rate 11 kV, Horizontal Cross Arm Nos 131.76 131.76 15.0 False None None False None False 1976.4 0 3564515 129255 None Hescom rate 4 pin cross arm clamps Nos 131.76 131.76 35.0 False None None False None False 4611.6 0 3564516 129255 None Hescom 11KV GOS Units Nos 840.0 840.0 5.0 False None None False None False 4200.0 0 1721466849000 0 None None Roads PACKAGE 694 - Maintenance Work for 1st year 0.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3564517 129256 None 2.5(ii) a Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer A) In area of light jungle Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge. UNI SR 2023-24, V-3, Page No. 9, Item No. 2.5(ii) a (Quantity to be executed 12.34) 100 Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3564518 129256 None 16.19 Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge. UNI SR 2023-24, V-3, Page No. 147, Item No. 16.19 (Quantity to be executed 925.80 ) Rmtr 0.01 0.01 0.01 False None None False None False 0.0001 0 3564519 129256 None 10.3 Maintenance of Earth Shoulder (stripping excess soil)-Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge. UNI SR 2023-24, V-3, Page No. 91, Item No. 10.3(Quantity to be executed =462.90 ) Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3564520 129256 None 10.2 Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications etc. MORTH Specification No.3003. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge. UNI SR 2023-24, V-3, Page No. 91, Item No. 10.2.(Quantity to be executed =462.90) Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3564521 129256 None 10.5 Filling Pot-holes and Patch Repairs with BituminousRemoval of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 UNI SR 2023-24, V-3, Page No. 91, Item No. 10.5.(Quantity to be executed =0.00) Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3564522 129256 None 1.12 Nala Training: Earthwork in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking thes elected earth for re use inaradius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.In all kinds of soils upto 300 mm depthUNI SR 2023-24, V-1, Page No. 8, Item No. 1.12(Quantity to be executed =30.00) Cum 0.01 0.01 0.01 False None None False None False 0.0001 0 1721466849000 0 None None Roads PACKAGE 694 - Maintenance Work for 2nd year 0.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3564523 129257 None 2.6(iii) Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in- charge. UNI SR 2023-24, V-3, Page No. 9, Item No. 2.6(iii) a(Quantity to be executed =18.52) 100 Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3564524 129257 None 16.19 Vol III Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge. UNI SR 2023-24, V-3, Page No. 147, Item No. 16.19(Quantity to be executed =1234.40) Rmtr 0.01 0.01 0.01 False None None False None False 0.0001 0 3564525 129257 None 10.3 Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 . Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge. UNI SR 2023-24, V-2, Page No. 91, Item No. 10.3.(Quantity to be executed =138.87) Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3564526 129257 None 10.2 Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications etc. MORTH Specification No.3003. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge. UNI SR 2023-24, V-3, Page No. 91, Item No. 10.2.(Quantity to be executed =462.90) Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3564527 129257 None 10.5 Filling Pot-holes and Patch Repairs with BituminousRemovalofallfailedmaterial,trimmingofcompletedexcavationtoprovidefirmverticalfaces,cleaningofsurface,paintingoftackcoatonthesidesandbaseofexcavationasperclause503,backfillingthepotholeswithhotbituminousmaterialasperclause504usingHMP40/60TPHCapacitycompacting,trimmingandfinishingthesurfacetoformasmoothcontinuoussurface,allasperclause 3004.2 UNI SR 2023-24, V-3, Page No. 91, Item No. 10.5(Quantity to be executed =0.00) Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3564528 129257 None 1.12 Nala Training : Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.In all kinds of soils upto 300 mm depth UNI SR 2023-24, V-1, Page No. 8, Item No. 1.12(Quantity to be executed =30) Cum 0.01 0.01 0.01 False None None False None False 0.0001 0 1721466849000 0 None None Roads PACKAGE 694 - Maintenance Work for 3rd year 100244.92 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3564529 129258 None Vol-3, P.No.6, Item No.2.6 Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in- charge. PWD SoR for Roads & Bridges - 2023-24 ( Item No.VOL-III-2.6 / Page No. 9) Sqm 535.0 535.0 18.52 False None None False None False 9908.2 0 3564530 129258 None Volume-3 Page No. 91 Item No.10.5 Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm (using VG30 Grade Bitumen) Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 Sqm 579.9 579.9 111.87 False None None False None False 64873.413 0 3564531 129258 None Volume-3 Page No.147 Item No. 16.22 Maintenance of Road Signs- Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory /cautionary / informatory and place identifications sign board as perdrawings and technical specification etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in-charge. Clause 1910 PWD SoR for Roads & Bridges - 2023-24 ( Item No.VOL-III-16.22 / Page No. 147 Km 2700.7 2700.7 1.54 False None None False None False 4159.078 0 3564532 129258 None Volume-3 Page No. 148 Item No. 16.24 i Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones-Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 Painting two coats with synthetic enamel paint etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in-charge. PWD SoR for Roads & Bridges - 2023-24 ( Item No.VOL-III-16.24 i / Page No. 148) No 280.4 280.4 12.0 False None None False None False 3364.8 0 3564533 129258 None Volume-3 Page No. 8 Item No. 1.12 Nala Training: Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.PWD, Bangalore, SR:2023-24 V 1 Page No.8. Item No.1.12) Cum 129.3 129.3 43.5 False None None False None False 5624.55 0 3564534 129258 None Volume-3 Page No. 66 Item No.8.10 Painting of Parapet walls of CD work. Painting two coats on New Concrete Surface : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete as per specifications. etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in charge. MORTH Specification No. 803 PWD SoR for Roads & Bridges - 2023-24 ( Item No.VOL-III-8.10/ Page No. 66) Sqm 148.4 148.4 43.2 False None None False None False 6410.88 0 3564535 129258 None 8.4 Vol III Printing New Letter & Figures of any Shade with Sinthetic Enamel Paint Black or any other Approved Colour to give an even shade English & Roman Centimeter 1.23 1.23 4800.0 False None None False None False 5904.0 0 1721466849000 0 None None Roads PACKAGE 694 - Maintenance Work for 4th year 83275.7 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3564536 129259 None Volume-3 Page No. 9 Item No. 2.6 Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in- charge. PWD SoR for Roads & Bridges - 2023-24 ( Item No.VOL-III-2.6 / Page No. 9) 100 Sqm 554.1 554.1 18.52 False None None False None False 10261.932 0 3564537 129259 None Volume-3 Page No. 91 Item No. 10.5 Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm (using VG-30 Grade Bitumen) Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 PWD SoR for Roads & Bridges - 2023-24 ( Item No.VOL-III-10.5 / Page No. 91) Sqm 600.6 600.6 111.87 False None None False None False 67189.122 0 3564538 129259 None Volume-3 Page No. 8 Item No. 1.12 Nala Training: Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.PWD, Bangalore, SR:2023-24 V 1 Page No.8. Item No.1.12) Cum 133.9 133.9 43.5 False None None False None False 5824.65 0 1721466849000 1 None None Roads PACKAGE 694 - Maintenance Work for 5th year 155654.43 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3564539 129260 None Volume-3 Page No. 9 Item No. 2.6 Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in- charge. PWD SoR for Roads & Bridges - 2023-24 ( Item No.VOL-III-2.6 / Page No. 9) 100 Sqm 573.2 573.2 18.52 False None None False None False 10615.664 0 3564540 129260 None Volume-3 Page No. 91 Item No. 10.5 Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm (using VG-30 Grade Bitumen) Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 PWD SoR for Roads & Bridges - 2023-24 ( Item No.VOL-III-10.5 / Page No. 91) Sqm 621.3 621.3 223.74 False None None False None False 139009.662 0 3564541 129260 None Volume-3 Page No. 8 Item No. 1.12 Nala Training: Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.PWD, Bangalore, SR:2023-24 V 1 Page No.8. Item No.1.12) Cum 138.6 138.6 43.5 False None None False None False 6029.1 0 1721466849000 1 None None Roads PACKAGE 694 - Renewal after maintenance period 12611893.01 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3564542 129261 None Volume-3 Page No. 147 Item No. 16.22 Maintenance of Road Signs- Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory /cautionary / informatory and place identifications sign board as perdrawings and technical specification etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in-charge. Clause 1910 PWD SoR for Roads & Bridges - 2023-24 ( Item No.VOL-III-16.22 / Page No. 147 Km 2990.08 2990.08 1.54 False None None False None False 4604.7232 0 3564543 129261 None Volume-3 Page No. 148 Item No. 16.24 Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones-Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 Painting two coats with synthetic enamel paint etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in-charge. PWD SoR for Roads & Bridges - 2023-24 ( Item No.VOL-III-16.24 i / Page No. 148) No 310.46 310.46 16.0 False None None False None False 4967.36 0 3564544 129261 None Volume-3 Page No. 66 Item No. 8.10 Painting of Parapet walls of CD work. Painting two coats on New Concrete Surface : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete as per specifications. etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in charge. MORTH Specification No. 803 PWD SoR for Roads & Bridges - 2023-24 ( Item No.VOL-III-8.10/ Page No. 66) Sqm 164.27 164.27 43.2 False None None False None False 7096.464 0 3564545 129261 None Volume-3 Page No. 31 Item No. 5.3 i Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in-charge. PWD SoR for Roads & Bridges - 2023-24 ( Item No.VOL-III-5.3-i / Page No. 31) Sqm 18.09 18.09 22418.5 False None None False None False 405550.665 0 3564546 129261 None Volume-3 Page No. 31 Item No. 5.8.ii.C Bituminous Concrete Grading II for traffic 20 MSA Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects Cum 16508.73 16508.73 673.9 False None None False None False 11125233.147 0 3564547 129261 None Volume-3 Page No. 67 Item No. 8.15 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in-charge. PWD SoR for Roads & Bridges - 2023-24 ( Item No.VOL-III-8.15 / Page No. 67) Sqm 798.76 798.76 1029.0 False None None False None False 821924.04 0 3564548 129261 None Volume-3 Page No. 74 Item No. 8.43 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of tachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in charge. PWD SoR for Roads & Bridges - 2023-24 ( Item No.VOL-III-8.43 / Page No. 74) No 550.09 550.09 429.0 False None None False None False 235988.61 0 3564549 129261 None 8.4 Vol III Printing New Letter and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade English and Roman Centimeter 1.36 1.36 4800.0 False None None False None False 6528.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1721466849000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1721466849000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1721466849000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by any State Government / Government of India /Union Territory. None 1721466849000 0 None None ELIGIBILITY It shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of e-Procurement on or before the last date and time of bid submission. None 1721466849000 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 bidders end. None 1721466849000 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 1721466849000 0 None None ELIGIBILITY Bidder shall pay Contract Management Module processing fees prescribed as per E procurement soon after contract has been issued to bidder. None 1721466849000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None 1721466849000 0 None None ELIGIBILITY The tenderer shall bear all costs associated with the preparation and submission of his tender, and the employer will in no case be responsible and liable for those costs None 1721466849000 0 None None ELIGIBILITY The cost of the Tender form shall not be refundable. None 1721466849000 0 None None ELIGIBILITY The employer is not responsible for any delay in accessing E - Procurement Portal. None 1721466849000 0 None None ELIGIBILITY Contractors Should be registered with KPWD Class I Registration. None 1721466849000 0 None None ELIGIBILITY Royalty on construction materials and other taxes will be deducted as per prevailing Govt orders. None 1721466849000 0 None None ELIGIBILITY To qualify for award of this contract, each tenderer should upload all details and documents as per Technical and Financial bid attached to this tender. None 1721466849000 0 None None ELIGIBILITY Materials like bitumen, steel, cement etc.,required for the work shall be procured by the tenderer themselves and should got them tested by the quality control authority before use in the work. None 1721466849000 0 None None ELIGIBILITY As per Karnataka state Government order LD/300/LET/2006 Bangalore dated 01.01.2007 and Government letter no PW/134/BMS/2007 dated 27.07.2007, a sum amounting to 1% of the bill amount will be deducted towards constructions labour welfare fund. None 1721466849000 0 None None ELIGIBILITY All the formats prescribed in the bid document shall be filled by the tenderer in complete manner otherwise it will be rejected. None 1721466849000 0 None None ELIGIBILITY All scanned documents to be uploaded shall be in original and the Chief Engineer reserves the right to verify the documents before approval. None 1721466849000 0 None None ELIGIBILITY If the tenderer fails to comply with any of the conditions in the technical bid, their financial bid will be liable to be rejected. None 1721466849000 0 None None ELIGIBILITY 0riginal documents / Certificates shall be produced by the Tenderer as mentioned in the Bid document. None 1721466849000 0 None None ELIGIBILITY Item rates are inclusive of 18% GST. Hence the Bidders must Quote the Rates inclusive of GST. None 1721466849000 0 None None ELIGIBILITY GST Shall not be paid separately. None 1721466849000 0 None None ELIGIBILITY Pot holes shall be rectified irrespective of quantities during DLP & Maintenance period. None 1721466849000 0 None None ELIGIBILITY All the items includes all Leads and Lifts, Loading and Unloading, transportation charges, Cost of all materials, Labour, HOM of machineries as per Standard specifications and as directed by the Engineer-in-charge of the work and all other incidental items which are necessary for the successful completion of the work None 1721466849000 0 None None ELIGIBILITY The employer reserves the rights to reject one or all tender without assigning any reason. None 1721466849000 0 None None ELIGIBILITY Financial year will be reckoned as the period between first day of April and thirty first day of March inclusive None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None 3.2 c) - To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2019-20, 2020-21, 2021-22, 2022-23 & 2023-24 Executed in any one financial year, the following minimum quantities of work: 1. Earth Work for Embankment/ Subgrade/ Shoulders : 7241.4Cum 2. GSB/WMM : 7147.81Cum 3. BM/SDBC/DBM/BC : 2087.20Cum 4.Dry Lean Concrete (DLC)/ Plain Cement Concrete (PCC) : 355.02Cum 5. Reinforced Cement Concrete (RCC) M20 & higher grades : 666.10Cum Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Work done certificate issued by an officer of rank not below the rank of EE or equivalent None None None None 3.2 - To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e.,2019-20, 2020-21, 2021-22, 2022-23 & 2023-24 (b) Satisfactorily completed as prime contractor, at least one similar nature of work value not less than Rs.478.81Lakhs Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Work done certificate issued by an officer of rank not below the rank of EE or equivalent Bill copies shall not be accepted None None None None 3.3(b) - Each Tenderer should further demonstrate: Availability by owning(i) Machineries to be owned: 1.Hot Mix Plant with Electronic Controls 40-60 TPH and higher capacity: 1 No 2.Mechanical Paver Finisher:1 No 3. Static Road Roller/Vibratory Road Roller: 2 Nos. 4.Tippers : 4Nos Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Original purchase invoice, Rc book for own None None None None 3.3(b) - Each Tenderer should further demonstrate: Availability by (ii) Machineries could be on Lease/Hire: 1.Wet Mix Plant / Pug mill : 1 No. 2.Truck mounted Bitumen Sprayer: 1 No 3. Motor Grader: 1 No. 4.Excavator 0.90 Cum Bucket Capacity:1 No 5.Tipper Trucks:3Nos 6.Self Loading Concrete Mixer 2 M3 Capacity:1 Nos Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Hire / Lease agreement with original invoice of the original owner and specifying period of lease / hire None None None None 3.7 Tenderers who meet the above specified minimum qualifying criteria, will only be qualified, if their available tender capacity is more than the total tender value. The available tender capacity will be calculated as under: Assessed available tender capacity - (AxNx1.5 - B), Where, A - Maximum value of civil engineering works executed in any one year during the last five years taking into account the completed as well as works in progress, N - Number of years prescribed for completion of the works for which tenders are invited 11 month, B - Value, at 2023-24 price level, of existing commitments and on-going works to be completed during the next 11 month, Note :The statements showing the value of existing commitments and on-going works as well as the stipulated period of completion remaining for each of the works listed should be countersigned by the Employer in charge, not below the rank of an Executive Engineer or equivalent Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Work done, Balance work done certificate issued by an officer of rank not below the rank of EE or equivalent None None None None 3.2 - To qualify for award of this contract, each Tenderer in its 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.1915.24Lakhs. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Turnover certificate from Registered Chartered Accountant, Balance sheet and Income tax returns None None None None 3.3 - Each Tenderer should further demonstrate (c) liquid assets and/or availability of credit facilities of not less than Rs.287.29Lakhs (Credit lines/ letter of credit/ certificates from nationalized banks for meeting the fund requirement etc. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Bankers certificate in the prescribed format issued by Nationalized bank as per KW-4 None None None None SECTION 11: AFFIDAVIT On a Stamp Paper of Rs 100 duly Notarized Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- SECTION 11: AFFIDAVIT On a Stamp Paper of Rs 100 duly Notarized None None None None NIL Others NIL createdTs version createdDate modifiedDate documentName None None None None Others -- NIL None None None None NIL Others NIL createdTs version createdDate modifiedDate documentName None None None None Others -- NIL None None None None NIL Others NIL createdTs version createdDate modifiedDate documentName None None None None Others -- NIL None None None None NIL Others NIL createdTs version createdDate modifiedDate documentName None None None None Others -- NIL None None None None NIL Others NIL createdTs version createdDate modifiedDate documentName None None None None Others -- NIL None None None None NIL Others NIL createdTs version createdDate modifiedDate documentName None None None None Others -- NIL None None None None NIL Others NIL createdTs version createdDate modifiedDate documentName None None None None Others -- NIL None None None None NIL Others NIL createdTs version createdDate modifiedDate documentName None None None None Others -- NIL None None None None NIL Others NIL createdTs version createdDate modifiedDate documentName None None None None Others -- NIL
tenderCriterionDocumentList	documentName optional documentTypeText PWD Registration Certificate True Technical Bid Annual turnover certificate along with UDIN True Technical Bid Workdone Certificate issued by not below rank of Executive Engineer True Technical Bid Bid Capacity Calculation as per KW Document True Technical Bid Bankers certificate in the prescribed format issued by Nationalized bank as per KW-4 True Technical Bid Details of Committed Works True Technical Bid Copies of Tax Registration True Technical Bid SECTION 11 AFFIDAVIT On a Stamp Paper of Rs 100 duly Notarized True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1721472679000 version 0 createdDate None modifiedDate None blockNumber Chief Project Officer, Project Implementation Unit, State Highway Development Project, Pwd Annex Building, K R Circle, Bengaluru 560001 street None city Bengaluru state Karnataka pin 560001
tenderRecallDTO	None