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noticeInvitingTenderDTO	createdTs 1709192829110 version 26 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 7500.00 emd 6131000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 03-04-2024 16:00:00 tenderQueryClose 02-04-2024 17:30:00 technicalBidOpen 04-04-2024 16:15:00 publishedDate 02-03-2024 11:34:06 publishedByPost PWD_EE_DIV_CTD publishedByUser KPE11215 - T S MALLIKARJUN bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 20-03-2024 11:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson EE PWD Division Chitradurga splitEmdRequiredYn True emdBankGuarantee 6031000.00 emdCash 100000.00 bgValidityPeriod 135 hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08194222446 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1709192829142 version 12 createdDate None modifiedDate None tenderNumber PWD/2023-24/RD/WORK_INDENT5864 title Improvements to Hirebennur-Sirigere-Sasalu road from Km 0.00 to13.00 in Chitradurga Taluk of Chitradurga District - CC Road (Upto D. Madakaripura) description Order No - CEPMIZ/2022-23/12/PWD/C/KMERC/00266 Date 17-03-2023 category WORKS categoryText Works ecv 519526997.36 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1703 locationName PWD Division Office Chitradurga provisionalAmount 650000000.0 groupOverheadTotal 0.0 fileNumber KPWD/CTA/SUBDN/HSSROAD/2023-2024
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1709192829000 0 None None Roads Pavement Construction 465589030.04 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2857619 92817 None Volume3 Providing and Fixing Logo of PMGSY Project Providing and fixing of typical PMGSY 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 tube posts and these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm 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 diamond shaped plate mounted over angle iron frame will be connected to middleplate by square medium steel section of 47 mm x 47 mm thickness 12 SWG having a spacing of 100 mm between the diamond shaped plate and middle plate. and this square section will be welded to the bottom point of the diamond shaped plate. (ii) The lettering and borders, etc. of middle and bottom plate, PMGSY 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) 7 A Retro Reflective Trafic Sign As per IRC 67 Clause 1701.3.8.1 Class A Type-1 For Project Information Board V-3 Item no 16.29 Page no 149 Each 16119.6 16119.6 2.0 False None None False None False 32239.2 0 2857620 92817 None Volume3 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, In area of light jungle V-3 Item no 2.5(ii)A Page no 09 100 Sqm 412.65 412.65 248.76 False None None False None False 102650.814 0 2857621 92817 None Volume3 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 MORTH Specification No. 305.4.3 V-3 Item no 3.5 Page no 17 Sqm 6.3 6.3 95386.0 False None None False None False 600931.8 0 2857622 92817 None Volume1 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) V-1 Item no 1.14.1 Page no 08 Cum 107.1 107.1 24774.9 False None None False None False 2653391.79 0 2857623 92817 None Volume3 Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work, MORTH Specification No. 301 V-3 Item no 3.1 Page no 17 Cum 89.25 89.25 4342.5 False None None False None False 387568.125 0 2857624 92817 None Volume1 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. V-1 Item no 1.7 Page no 07 Cum 124.95 124.95 20432.39 False None None False None False 2553027.1305 0 2857625 92817 None Volume1 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. V-1 Item no 1.8 Page no 34 Cum 497.7 497.7 13264.27 False None None False None False 6601627.179 0 2857626 92817 None Volume3 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 V-3 Item no 3.6 Page no 17 Cum 517.65 517.65 11214.0 False None None False None False 5804927.1 0 2857627 92817 None Volume3 Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 V)For Grading -V Material MORTH Specification No. 401 (V-3 Item no 4.1 A(V) Page no 23) Cum 2611.35 2611.35 19707.95 False None None False None False 51464355.2325 0 2857628 92817 None Volume3 Dry Lean Cement Concrete Sub-base 601 Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing. V-3 Item no 6.1 Page no 49 Cum 5166.0 5166.0 14591.75 False None None False None False 75380980.5 0 2857629 92817 None Volume3 Pavement Quality Concrete using paver - M40 grade Construction of un-reinforced, dowel jointed M40 grade Pavement Quality Concrete Pavement over a prepared sub base in recommended proportions, Coarse and Fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a batching and mixing plant as per approved mix design, limiting water cement ratio to maximum 0.40 to achieve minimum flexural strength or modulus of rupture of Concrete being 4.5MPa transported to site, laid with a slip form paver finisher, spread, compacted and finished in a continuous operation including provision of texturing, contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant as per IRC 57: 2018, debonding strip, dowel bar, tie rod, admixtures, curing compound, steel channels, finishing to lines and grades as per drawing (Reference to MORTH Specification 602 along with IRC 15: 2017) V-3 Item no 6.2.1 Page no 49 Cum 9514.05 9514.05 30779.92 False None None False None False 292841697.876 0 2857630 92817 None Volume3 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work V-3 Item no 16.28 Page no 149 Cum 7091.7 7091.7 794.14 False None None False None False 5631802.638 0 2857631 92817 None Volume1 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 20 mm nominal size graded crushed coarse aggregates V-1 Item no 2.1.4 Page no 15 Cum 6527.85 6527.85 23.4 False None None False None False 152751.69 0 2857632 92817 None Volume1 Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates V-1 Item no 2.3.1 Page no 16 (The Cost of Form work Included) Cum 7303.06 7303.06 851.59 False None None False None False 6219212.8654 0 2857633 92817 None Volume3 Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification) V-3 Item no 6.8.2 Page no 51 Sqm 1219.05 1219.05 5652.0 False None None False None False 6890070.6 0 2857634 92817 None Volume3 Wet Mix Macadam (Plant mix method), Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. V-3 Item no 4.17 Page no 26 Cum 2686.95 2686.95 1413.0 False None None False None False 3796660.35 0 2857635 92817 None Volume1 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structuresVolume 1 Item no 2.11(h) page no 18 Tonne 82961.55 82961.55 4.68 False None None False None False 388260.054 0 2857636 92817 None Volume3 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. (ii)Double row for two utility services V-3 Item no 8.29 Page no 71 m 4209.45 4209.45 760.0 False None None False None False 3199182.0 0 2857637 92817 None Volume3 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 V-3 Item no 14.4A Page no 129 Cum 2007.6 2007.6 150.0 False None None False None False 301140.0 0 2857638 92817 None Volume3 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification Volume 3 Item no 14.5 page no 129 Cum 3187.8 3187.8 75.0 False None None False None False 239085.0 0 2857639 92817 None Volume3 Maintenance of Slab type Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification. V-3 Item no 16.20(ii) Page no 147 No 4547.55 4547.55 3.0 False None None False None False 13642.65 0 2857640 92817 None Volume3 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification Volume 3 Item no 14.5 page no 129 No 2149.35 2149.35 7.0 False None None False None False 15045.45 0 2857641 92817 None Volume3 Dismantling kerb stone by manual means and disposal of dismantled material with all lifts and lead V-3 Item no 2.21 page no 12 m 23.1 23.1 13800.0 False None None False None False 318780.0 0 1709192829000 0 None None Roads Construction of Field Culverts 2374194.96 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2857642 92818 None Volume1 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 1.14.1 In all kinds of soils Depth upto 3 m Volume 1 Item no 1.14.1 page no 8 Cum 107.1 107.1 263.9 False None None False None False 28263.69 0 2857643 92818 None Volume1 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 Volume 1 Item no 2.1.3 page no 15 Cum 6288.45 6288.45 27.6 False None None False None False 173561.22 0 2857644 92818 None Volume1 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (the cost of form work included) Volume 1 Item no 2.4.2 page no 16 Cum 6971.11 6971.11 191.76 False None None False None False 1336780.0536 0 2857645 92818 None Volume3 Providing and laying reinforced cement concrete pipe NP3 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 Clause 1101.6 B) 1000mm Dia.Volume 3 Item no 16.15(b) page no 146 m 8355.9 8355.9 100.0 False None None False None False 835590.0 0 1709192829000 0 None None Roads Construction of RCC Drain and Road Crossings 16474036.38 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2857646 92819 None Volume1 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) V-1 Item no 1.14.1 Page no 08 Cum 107.1 107.1 3456.0 False None None False None False 370137.6 0 2857647 92819 None Volume1 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 and down size graded crushed coarse aggregates PWD CSR 2023-24 V-1 Item no 2.1.3 Page no 15 Cum 6288.45 6288.45 360.0 False None None False None False 2263842.0 0 2857648 92819 None Volume3 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structuresVolume 1 Item no 2.11(h) page no 18 Tonne 82961.55 82961.55 37.24 False None None False None False 3089488.122 0 2857649 92819 None Volume3 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 (V-1 I.No. 2.2.1 P.No.15) Cum 6799.39 6799.39 324.85 False None None False None False 2208781.8415 0 2857650 92819 None Volume1 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates V-1 Item no 2.4.2 Page no 16 (The Cost of Form work Included) Cum 8962.85 8962.85 432.0 False None None False None False 3871951.2 0 2857651 92819 None Volume2 Providing and laying 100mm thick pre-cast cover slabs over Road side drains / utility ducts / Rain water harvesting pit of width not exceeding 1000 mm using M20 concrete reinforced with TMT bars Fe 550 @ 6kg/ m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete. (V-2 I.No. 17.14 P.No.17.7) Sqm 1228.5 1228.5 3801.25 False None None False None False 4669835.625 0 1709192829000 0 None None Roads Road Furniture 6838846.66 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2857652 92820 None Volume3 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc, 5th kilometre stone (precast) MORTH Specification No. 805 V-3 Item no 8.16 (i) Page no 67 Each 5335.05 5335.05 2.0 False None None False None False 10670.1 0 2857653 92820 None Volume3 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (ii) Ordinary kilometer stone (precast) MORTH Specification No. 805 V-3 Item no 8.16 (ii) Page no 67 Each 3073.35 3073.35 11.0 False None None False None False 33806.85 0 2857654 92820 None Volume3 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (iii) 200 m stone (precast) MORTH Specification No. 805 V-3 Item no 8.16 (iii) Page no 67 Each 884.1 884.1 52.0 False None None False None False 45973.2 0 2857655 92820 None Volume3 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. MORTH Specification No. 803 V-3 Item no 8.15 Page no 67 Sqm 556.5 556.5 7050.85 False None None False None False 3923798.025 0 2857656 92820 None Volume3 Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 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 foundation 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:67:2022. 90 cm equilateral triangle V-3 Item no 8.5 Page no 63 (ii) Each 4918.2 4918.2 47.0 False None None False None False 231155.4 0 2857657 92820 None Volume3 Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 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 foundation 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:67:2022. 60 cm circularV-3 Item no 8.5 (viii) Page no 63 Each 4511.85 4511.85 23.0 False None None False None False 103772.55 0 2857658 92820 None Volume3 Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 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 foundation 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:67:2022. 60 cm x 45 cm rectangular V-3 Item no 8.5 (xii) Page no 64 Each 4435.2 4435.2 112.0 False None None False None False 496742.4 0 2857659 92820 None Volume3 Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 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 foundation 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:67:2022. 90 cm high octagon V-3 Item no 8.5 (xv) Page no 54 Each 6827.1 6827.1 7.0 False None None False None False 47789.7 0 2857660 92820 None Volume3 Direction and Place Identification Signs upto 0.9 m2 Size Board.Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of roperly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing. MORTH Specification No. 801 V-3 Item no 8.7 Page no 65 Sqm 9460.5 9460.5 4.5 False None None False None False 42572.25 0 2857661 92820 None Volume3 Direction and Place Identification Signs with size more than 0.9 m2 size Board.Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing V-3 Item no 8.8 Page no 65 Sqm 10187.1 10187.1 18.9 False None None False None False 192536.19 0 2857662 92820 None Volume3 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 1 cm2 n 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) fromthe 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 commendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including tipulated retro-reflectance of the reflecting panel, to the Engineer. MORTH Specification No. 806 V-3 Item no 8.43 Page no 74 No 383.25 383.25 3576.0 False None None False None False 1370502.0 0 2857663 92820 None Volume3 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-79-2019 and the drawings. V-3 Item no 8.17 Page no 67 Each 2122.05 2122.05 160.0 False None None False None False 339528.0 0 1709192829000 0 None None Roads Re Construction of Box Culvert at Chainage 5. 931 1948260.48 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2857664 92821 None Volume3 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 By Mechanical Means Cement Concrete Grade M-15 & M-20V-3, P.No 10 I.No 2.8 (ii a) Cum 754.95 754.95 5.62 False None None False None False 4242.819 0 2857665 92821 None Volume3 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 By Mechanical means Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means V-3, P.No 10 I.No 2.11 (ii a) Cum 189.0 189.0 18.18 False None None False None False 3436.02 0 2857666 92821 None Volume1 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 V-1 Item no 1.14.1 Page no 8 Cum 107.1 107.1 273.79 False None None False None False 29322.909 0 2857667 92821 None Volume1 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 V-1 Item no 2.1.3 Page no 15 Cum 6288.45 6288.45 28.28 False None None False None False 177837.366 0 2857668 92821 None Volume3 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. Volume 3 Item no 12.4 page no 117 Cum 2810.85 2810.85 79.75 False None None False None False 224165.2875 0 2857669 92821 None Volume3 Curtain wall complete as per drawing and Technical specification Cement concrete Grade M15 Volume 3 Item no 14.8 (b) page no 130 Cum 6555.15 6555.15 37.34 False None None False None False 244769.301 0 2857670 92821 None Volume3 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. Volume 3 Item no 13.14 page no 123 Sqm 88.2 88.2 10.5 False None None False None False 926.1 0 2857671 92821 None Volume3 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 Volume 3 Item no 14.4 (A) page no 129 Cum 2007.6 2007.6 15.43 False None None False None False 30977.268 0 2857672 92821 None Volume3 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification Volume 3 Item no 14.5 page no 129 Cum 3187.8 3187.8 7.72 False None None False None False 24609.816 0 2857673 92821 None Volume3 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. Volume 3 Item no 14.1 (A) page no 129 Cum 2007.6 2007.6 14.44 False None None False None False 28989.744 0 2857674 92821 None Volume1 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures Volume 1 Item no 2.11(h) page no 18 t 82961.55 82961.55 5.92 False None None False None False 491132.376 0 2857675 92821 None Volume3 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. .V-1 Item no 2.2.3 Page no 15 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (The Cost of Form work Included) ( V-3 Item no 2.2.3 Page no 15) Cum 6852.38 6852.38 39.16 False None None False None False 268339.2008 0 2857676 92821 None Volume1 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 V-1 Item no 2.4.3 Page no 16 (The Cost of Form work Included) Cum 7983.36 7983.36 18.63 False None None False None False 148729.9968 0 2857677 92821 None Volume1 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 V-1 Item no 2.4.3 Page no 16 (The Cost of Form work Included) Cum 7318.08 7318.08 22.52 False None None False None False 164803.1616 0 2857678 92821 None Volume1 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 V-1 Item no 2.4.3 Page no 16 (The Cost of Form work Included) Cum 9979.2 9979.2 10.62 False None None False None False 105979.104 0 1709192829000 0 None None Roads Re Construction of Box Culvert at Chainage 6.112 1991542.47 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2857679 92822 None Volume3 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 By Mechanical Means Cement Concrete Grade M-15 & M-20V-3, P.No 10 I.No 2.8 (ii a) Cum 754.95 754.95 5.62 False None None False None False 4242.819 0 2857680 92822 None Volume3 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 By Mechanical means Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means V-3, P.No 10 I.No 2.11 (ii a) Cum 189.0 189.0 18.18 False None None False None False 3436.02 0 2857681 92822 None Volume1 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 V-1 Item no 1.14.1 Page no 8 Cum 107.1 107.1 274.96 False None None False None False 29448.216 0 2857682 92822 None Volume1 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 V-1 Item no 2.1.3 Page no 15 Cum 6288.45 6288.45 28.42 False None None False None False 178717.749 0 2857683 92822 None Volume3 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. Volume 3 Item no 12.4 page no 117 Cum 2810.85 2810.85 81.44 False None None False None False 228915.624 0 2857684 92822 None Volume3 Curtain wall complete as per drawing and Technical specification Cement concrete Grade M15 Volume 3 Item no 14.8 (b) page no 130 Cum 6555.15 6555.15 37.61 False None None False None False 246539.1915 0 2857685 92822 None Volume3 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. Volume 3 Item no 13.14 page no 123 Sqm 88.2 88.2 10.84 False None None False None False 956.088 0 2857686 92822 None Volume3 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 Volume 3 Item no 14.4 (A) page no 129 Cum 2007.6 2007.6 15.42 False None None False None False 30957.192 0 2857687 92822 None Volume3 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification Volume 3 Item no 14.5 page no 129 Cum 3187.8 3187.8 7.72 False None None False None False 24609.816 0 2857688 92822 None Volume3 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. Volume 3 Item no 14.1 (A) page no 129 Cum 2007.6 2007.6 14.65 False None None False None False 29411.34 0 2857689 92822 None Volume1 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures Volume 1 Item no 2.11(h) page no 18 t 82961.55 82961.55 6.11 False None None False None False 506895.0705 0 2857690 92822 None Volume3 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. .V-1 Item no 2.2.3 Page no 15 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (The Cost of Form work Included) ( V-3 Item no 2.2.3 Page no 15) Cum 6852.38 6852.38 40.14 False None None False None False 275054.5332 0 2857691 92822 None Volume1 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 V-1 Item no 2.4.3 Page no 16 (The Cost of Form work Included) Cum 7983.36 7983.36 19.29 False None None False None False 153999.0144 0 2857692 92822 None Volume1 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 V-1 Item no 2.4.3 Page no 16 (The Cost of Form work Included) Cum 7318.08 7318.08 22.56 False None None False None False 165095.8848 0 2857693 92822 None Volume1 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 V-1 Item no 2.4.3 Page no 16 (The Cost of Form work Included) Cum 9979.2 9979.2 11.35 False None None False None False 113263.92 0 1709192829000 0 None None Roads Re Construction of Box Culvert at Chainage 9.380 1717597.57 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2857694 92823 None Volume3 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 By Mechanical Means Cement Concrete Grade M-15 & M-20V-3, P.No 10 I.No 2.8 (ii a) Cum 754.95 754.95 3.75 False None None False None False 2831.0625 0 2857695 92823 None Volume3 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 By Mechanical means Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means V-3, P.No 10 I.No 2.11 (ii a) Cum 189.0 189.0 13.72 False None None False None False 2593.08 0 2857696 92823 None Volume1 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 V-1 Item no 1.14.1 Page no 8 Cum 107.1 107.1 278.82 False None None False None False 29861.622 0 2857697 92823 None Volume1 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 V-1 Item no 2.1.3 Page no 15 Cum 6288.45 6288.45 27.06 False None None False None False 170165.457 0 2857698 92823 None Volume3 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. Volume 3 Item no 12.4 page no 117 Cum 2810.85 2810.85 63.14 False None None False None False 177477.069 0 2857699 92823 None Volume3 Curtain wall complete as per drawing and Technical specification Cement concrete Grade M15 Volume 3 Item no 14.8 (b) page no 130 Cum 6555.15 6555.15 39.22 False None None False None False 257092.983 0 2857700 92823 None Volume3 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. Volume 3 Item no 13.14 page no 123 Sqm 88.2 88.2 10.5 False None None False None False 926.1 0 2857701 92823 None Volume3 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 Volume 3 Item no 14.4 (A) page no 129 Cum 2007.6 2007.6 17.71 False None None False None False 35554.596 0 2857702 92823 None Volume3 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification Volume 3 Item no 14.5 page no 129 Cum 3187.8 3187.8 8.85 False None None False None False 28212.03 0 2857703 92823 None Volume3 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. Volume 3 Item no 14.1 (A) page no 129 Cum 2007.6 2007.6 16.14 False None None False None False 32402.664 0 2857704 92823 None Volume1 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures Volume 1 Item no 2.11(h) page no 18 t 82961.55 82961.55 4.73 False None None False None False 392408.1315 0 2857705 92823 None Volume3 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. .V-1 Item no 2.2.3 Page no 15 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (The Cost of Form work Included) ( V-3 Item no 2.2.3 Page no 15) Cum 6852.38 6852.38 35.66 False None None False None False 244355.8708 0 2857706 92823 None Volume1 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 V-1 Item no 2.4.3 Page no 16 (The Cost of Form work Included) Cum 7983.36 7983.36 11.28 False None None False None False 90052.3008 0 2857707 92823 None Volume1 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 V-1 Item no 2.4.3 Page no 16 (The Cost of Form work Included) Cum 7318.08 7318.08 26.14 False None None False None False 191294.6112 0 2857708 92823 None Volume1 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 V-1 Item no 2.4.3 Page no 16 (The Cost of Form work Included) Cum 9979.2 9979.2 6.25 False None None False None False 62370.0 0 1709192829000 0 None None Roads Re Construction of Box Culvert at Chainage 10.200 5821626.05 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2857709 92824 None Volume3 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 By Mechanical Means Cement Concrete Grade M-15 & M-20V-3, P.No 10 I.No 2.8 (ii a) Cum 754.95 754.95 8.8 False None None False None False 6643.56 0 2857710 92824 None Volume1 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 V-1 Item no 1.14.1 Page no 8 Cum 107.1 107.1 656.0 False None None False None False 70257.6 0 2857711 92824 None Volume1 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 V-1 Item no 2.1.3 Page no 15 Cum 6288.45 6288.45 81.22 False None None False None False 510747.909 0 2857712 92824 None Volume3 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. Volume 3 Item no 12.4 page no 117 Cum 2810.85 2810.85 123.28 False None None False None False 346521.588 0 2857713 92824 None Volume3 Curtain wall complete as per drawing and Technical specification Cement concrete Grade M15 Volume 3 Item no 14.8 (b) page no 130 Cum 6555.15 6555.15 83.38 False None None False None False 546568.407 0 2857714 92824 None Volume3 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. Volume 3 Item no 13.14 page no 123 Sqm 88.2 88.2 124.72 False None None False None False 11000.304 0 2857715 92824 None Volume3 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 Volume 3 Item no 14.4 (A) page no 129 Cum 2007.6 2007.6 48.41 False None None False None False 97187.916 0 2857716 92824 None Volume3 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification Volume 3 Item no 14.5 page no 129 Cum 3187.8 3187.8 22.2 False None None False None False 70769.16 0 2857717 92824 None Volume3 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. Volume 3 Item no 14.1 (A) page no 129 Cum 2007.6 2007.6 68.09 False None None False None False 136697.484 0 2857718 92824 None Volume3 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification Volume 3 Item no 13.8 page no 121 Cum 7151.55 7151.55 10.6 False None None False None False 75806.43 0 2857719 92824 None Volume3 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) Volume 3 Item no 13.9 page no 122 Cum 12426.75 12426.75 21.0 False None None False None False 260961.75 0 2857720 92824 None Volume3 Asphaltic Plug Joint Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of weldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/ backer rod, all as per approved drawings and specifications. Volume 3 Item no 13.16 page no 124 m 1884.75 1884.75 20.0 False None None False None False 37695.0 0 2857721 92824 None Volume3 Crash Barrier for Bridges Provision of an Reinforced cement concrete crash barrier at the bridge deck & approaches to bridge structure, constructed withReinforced cement concrete with TMT reinforcement conforming to MORT&H specificatios and as per details given in IRC-5 including dowel bars, 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the and approved drawing and at locations directed by the Engineer, all as specified Crash Barrier for Bridges (Height 1100 mm) as per details given IRC-5 (fig-2) (Area 0.298 m2 for 1 m length) Volume 3 Item no 13.13 (B) page no 123 m 5113.5 5113.5 49.4 False None None False None False 252606.9 0 2857722 92824 None Volume3 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification Volume 3 Item no 13.7 page no 121 No 3434.55 3434.55 6.0 False None None False None False 20607.3 0 2857723 92824 None Volume1 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures Volume 1 Item no 2.11(h) page no 18 t 82961.55 82961.55 16.89 False None None False None False 1401220.5795 0 2857724 92824 None Volume3 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. .V-1 Item no 2.2.3 Page no 15 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (The Cost of Form work Included) ( V-3 Item no 2.2.3 Page no 15) Cum 6852.38 6852.38 125.47 False None None False None False 859768.1186 0 2857725 92824 None Volume1 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 V-1 Item no 2.4.3 Page no 16 (The Cost of Form work Included) Cum 7983.36 7983.36 43.1 False None None False None False 344082.816 0 2857726 92824 None Volume1 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 V-1 Item no 2.4.3 Page no 16 (The Cost of Form work Included) Cum 7318.08 7318.08 64.24 False None None False None False 470113.4592 0 2857727 92824 None Volume1 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 V-1 Item no 2.4.3 Page no 16 (The Cost of Form work Included) Cum 9979.2 9979.2 30.3 False None None False None False 302369.76 0 1709192829000 0 None None Roads Re Construction of Box Culvert at Chainage 11.190 1606715.76 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2857728 92825 None Volume3 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 By Mechanical Means Cement Concrete Grade M-15 & M-20V-3, P.No 10 I.No 2.8 (ii a) Cum 754.95 754.95 1.6 False None None False None False 1207.92 0 2857729 92825 None Volume3 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 By Mechanical means Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means V-3, P.No 10 I.No 2.11 (ii a) Cum 189.0 189.0 10.8 False None None False None False 2041.2 0 2857730 92825 None Volume1 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 V-1 Item no 1.14.1 Page no 8 Cum 107.1 107.1 263.59 False None None False None False 28230.489 0 2857731 92825 None Volume1 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 V-1 Item no 2.1.3 Page no 15 Cum 6288.45 6288.45 25.28 False None None False None False 158972.016 0 2857732 92825 None Volume3 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. Volume 3 Item no 12.4 page no 117 Cum 2810.85 2810.85 59.38 False None None False None False 166908.273 0 2857733 92825 None Volume3 Curtain wall complete as per drawing and Technical specification Cement concrete Grade M15 Volume 3 Item no 14.8 (b) page no 130 Cum 6555.15 6555.15 37.28 False None None False None False 244375.992 0 2857734 92825 None Volume3 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. Volume 3 Item no 13.14 page no 123 Sqm 88.2 88.2 10.5 False None None False None False 926.1 0 2857735 92825 None Volume3 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 Volume 3 Item no 14.4 (A) page no 129 Cum 2007.6 2007.6 15.37 False None None False None False 30856.812 0 2857736 92825 None Volume3 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification Volume 3 Item no 14.5 page no 129 Cum 3187.8 3187.8 7.69 False None None False None False 24514.182 0 2857737 92825 None Volume3 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. Volume 3 Item no 14.1 (A) page no 129 Cum 2007.6 2007.6 14.41 False None None False None False 28929.516 0 2857738 92825 None Volume1 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures Volume 1 Item no 2.11(h) page no 18 t 82961.55 82961.55 4.52 False None None False None False 374986.206 0 2857739 92825 None Volume3 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. .V-1 Item no 2.2.3 Page no 15 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (The Cost of Form work Included) ( V-3 Item no 2.2.3 Page no 15) Cum 6852.38 6852.38 33.88 False None None False None False 232158.6344 0 2857740 92825 None Volume1 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 V-1 Item no 2.4.3 Page no 16 (The Cost of Form work Included) Cum 7983.36 7983.36 10.72 False None None False None False 85581.6192 0 2857741 92825 None Volume1 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 V-1 Item no 2.4.3 Page no 16 (The Cost of Form work Included) Cum 7318.08 7318.08 22.5 False None None False None False 164656.8 0 2857742 92825 None Volume1 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 V-1 Item no 2.4.3 Page no 16 (The Cost of Form work Included) Cum 9979.2 9979.2 6.25 False None None False None False 62370.0 0 1709192829000 0 None None Roads Re Construction of Box Culvert at Chainage 11.900 3931426.19 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2857743 92826 None Volume3 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 By Mechanical Means Cement Concrete Grade M-15 & M-20V-3, P.No 10 I.No 2.8 (ii a) Cum 754.95 754.95 1.6 False None None False None False 1207.92 0 2857744 92826 None Volume3 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 By Mechanical means Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means V-3, P.No 10 I.No 2.11 (ii a) Cum 189.0 189.0 10.8 False None None False None False 2041.2 0 2857745 92826 None Volume1 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 V-1 Item no 1.14.1 Page no 8 Cum 107.1 107.1 515.13 False None None False None False 55170.423 0 2857746 92826 None Volume1 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 V-1 Item no 2.1.3 Page no 15 Cum 6288.45 6288.45 54.96 False None None False None False 345613.212 0 2857747 92826 None Volume3 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. Volume 3 Item no 12.4 page no 117 Cum 2810.85 2810.85 133.08 False None None False None False 374067.918 0 2857748 92826 None Volume3 Curtain wall complete as per drawing and Technical specification Cement concrete Grade M15 Volume 3 Item no 14.8 (b) page no 130 Cum 6555.15 6555.15 61.7 False None None False None False 404452.755 0 2857749 92826 None Volume3 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. Volume 3 Item no 13.14 page no 123 Sqm 88.2 88.2 15.12 False None None False None False 1333.584 0 2857750 92826 None Volume3 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 Volume 3 Item no 14.4 (A) page no 129 Cum 2007.6 2007.6 44.73 False None None False None False 89799.948 0 2857751 92826 None Volume3 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification Volume 3 Item no 14.5 page no 129 Cum 3187.8 3187.8 22.37 False None None False None False 71311.086 0 2857752 92826 None Volume3 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. Volume 3 Item no 14.1 (A) page no 129 Cum 2007.6 2007.6 38.68 False None None False None False 77653.968 0 2857753 92826 None Volume1 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures Volume 1 Item no 2.11(h) page no 18 t 82961.55 82961.55 12.05 False None None False None False 999686.6775 0 2857754 92826 None Volume3 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. .V-1 Item no 2.2.3 Page no 15 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (The Cost of Form work Included) ( V-3 Item no 2.2.3 Page no 15) Cum 6852.38 6852.38 99.6 False None None False None False 682497.048 0 2857755 92826 None Volume1 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 V-1 Item no 2.4.3 Page no 16 (The Cost of Form work Included) Cum 7983.36 7983.36 25.84 False None None False None False 206290.0224 0 2857756 92826 None Volume1 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 V-1 Item no 2.4.3 Page no 16 (The Cost of Form work Included) Cum 7318.08 7318.08 67.09 False None None False None False 490969.9872 0 2857757 92826 None Volume1 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 V-1 Item no 2.4.3 Page no 16 (The Cost of Form work Included) Cum 9979.2 9979.2 12.96 False None None False None False 129330.432 0 1709192829000 0 None None Roads Utility Shifting - Electrical Pole Shifting and Re installation 8801542.8 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2857758 92827 None Volume6 Supply and errection of Pre-Stressed Tubular Spun Pole - 11 Mtr Long 500 Kg WL(Dwg No. BESCOM/GM/QS&S/45 Dtd 24.11.2018) as per IS-13158 1991 including Digging of Pit 2.5 Mtr depth for erection of 11 Mtr long Tubular Spun Pole as per approved Drawing for Ordinary soil and Erection of 11 Mtr long Concrete Spun Pole in a pit of 2.5 Mtr depth (Mechnised Labour) (Item no 1.07 page 3 of 81 and Item no 1.5.1 and 2.05 page 43 & 44 of 81 Volume-6) No 23258.55 23258.55 4.0 False None None False None False 93034.2 0 2857759 92827 None Volume6 Supply & Erection of RCC Pole - 9 Mtr Long, 145 Kg WL (Dwg No.BESCOM/GM/QS&S/02 Dtd 24.11.2018) as per IS-785 including Digging of Pit 1.8 Mtr depth for errection of 9 to 10 Mtr Long Steel/RCC/PSCC supports as per approved Drawing for Ordinary Soil and Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth (Item no 1.10 page 3 of 81 and Item no 1.1.1 and 2.02 page 43 & 44 of 81 Volume-6) No 9258.9 9258.9 38.0 False None None False None False 351838.2 0 2857760 92827 None Volume6 Supply & Erection of PSCC Pole - 9 Mtr Long, 200 Kg WL (Dwg No.BESCOM/GM/QS&S/50 Dtd 24.11.2018) as per REC Standards including Digging of Pit 1.8 Mtr depth for errection of 9 to 10 Mtr Long Steel/RCC/PSCC supports as per approved Drawing for Ordinary Soil and Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth (Item no 1.06 page 3 of 81 and Item no 1.1.1 and 2.02 page 43 & 44 of 81 Volume-6) No 6238.05 6238.05 158.0 False None None False None False 985611.9 0 2857761 92827 None Volume6 Supply & Erection of Double Pole Structure complete including 5 Kg, 8 SWG GI Wire for Structure Grounding of 9M PSCC Pole with 300 Kg WL (C,D.S Pg No 339/635 I .No 4.(C)) No 23385.6 23385.6 7.0 False None None False None False 163699.2 0 2857762 92827 None Volume6 Supply & Fixing 11 kV, 200 Amps Single Break GOS (DwgNo.BESCOM/GM/QS&S/23 Dtd 24.11.2018) (Item no 24.01 page 11 of 81 and Item no 13.02 48 of 81 Volume-6) Set 11081.7 11081.7 4.0 False None None False None False 44326.8 0 2857763 92827 None Volume6 Supply of H - Frame Set for fixing 11 kV, 200 Amps Single Break GOS - (For DP structure for providing New GOS for sectionalisation) - MS and Erection of H-Frame (Item no 24.06 page 11 of 81 and Item no 2.09 44 of 81 Volume-6) Set 4887.75 4887.75 4.0 False None None False None False 19551.0 0 2857764 92827 None Volume6 Supply & providing of 11 kV, Horizontal Cross Arm with HT Single Top supports, clamps, bolts, nuts & washers - MS For RCC Pole (C,D.S Pg No 341/635 I .No 9.(c)) Set 963.9 963.9 251.0 False None None False None False 241938.9 0 2857765 92827 None Volume6 Supply & Providing of 11 kV, 45 kN Polymeric Insulator (Item no 6.10 page no 5 of 81) No 195.3 195.3 156.0 False None None False None False 30466.8 0 2857766 92827 None Volume6 Supply & Providing of 11 kV, 5 kN Composite/Polymeric Pin Insulator (24 mm dia FRP Rod) (Item no 6.06 page no 5 of 81) No 215.25 215.25 503.0 False None None False None False 108270.75 0 2857767 92827 None Volume6 Supply & Providing Guy set with No. 15 Strain Insulator & Concreting materials as per Dwg No. BESCOM/GM/CP/7 Dt: 24.10.07 (C,D.S Pg No 344/635 I .No 24.(b)) Set 1851.15 1851.15 15.0 False None None False None False 27767.25 0 2857768 92827 None Volume6 Supply & stringing of Rabbit ACSR (6/3.35 mm Al Plus 1/3.35 mm St), Std Wt: 214 Kg/KM and Stringing of Conductor for Rabbit ACSR (Item no 7.02 page no 5 of 81 and 6.02 page no 46 of 81) Km 53124.75 53124.75 5.65 False None None False None False 300154.8375 0 2857769 92827 None Volume6 Supply of Spiral Earth Electrode and Providing Spiral Earth Electrode type earthing (without charcoal, salt etc.,) (Item no 2.16 page no 4 of 81 and 2.08 page no 44 of 81) No 348.6 348.6 214.0 False None None False None False 74600.4 0 2857770 92827 None Volume6 Guarding between HT & LT Line ( Guarding Material (Rs. 93/Mtr))(C,D.S 5 Pg No 351/635 I .No 16.(a)) Mtr 6776.7 6776.7 6.0 False None None False None False 40660.2 0 2857771 92827 None Volume6 Supply & Erection of DP Transformer Structure using PSCC Pole - 9 Mtr Long, 300 Kg WL (Including Cost of Poles) (C,D.S Pg No 416/635 Sl.No 1) Set 36383.55 36383.55 7.0 False None None False None False 254684.85 0 2857772 92827 None Volume6 Supply & Providing of 11 kV, 45 kN Polymeric Insulator (Item no 6.1 page no 5 of 81) No 195.3 195.3 21.0 False None None False None False 4101.3 0 2857773 92827 None Volume6 Supply & Providing of 11 kV, 5 kN Composite/Polymeric Pin Insulator (24 mm dia FRP Rod) (Item no 6.06 page no 5 of 81) No 215.25 215.25 21.0 False None None False None False 4520.25 0 2857774 92827 None Volume6 Supply & providing of GI Grounding pipe, B - Class, 42 mm dia, 2.5 M long, 3.2 mm thick with bolts nuts, GI Strips and washers complete Minimum Weight of GI Pipe: 7.3 Kgs (C,D.S Pg No 344/635 I .No 25.(a)) No 2811.9 2811.9 21.0 False None None False None False 59049.9 0 2857775 92827 None Volume6 Supply & providing of GI wire 8SWG (V-6, Sl.No.61, P.No. 5 of 81, It.No.8.02, Material Code 281008) Kg 78.79 78.79 35.0 False None None False None False 2757.65 0 2857776 92827 None Volume6 Supply & providing of 7/10 SWG Guy Wire (7/3.251 mm Dia), Std Wt: 680 Kg/KM (Item no 8.01 page no 5 of 81) Kg 81.09 81.09 70.0 False None None False None False 5676.3 0 2857777 92827 None Volume6 Supply & providing of 9 kV, 5 kA Lightning Arrester Metal Oxide Ceramic typewith GROUND DISCONNECTOR (Dwg No. BESCOM/GM/QS&S/26 Dtd 24.10.2007) and Fixing of 3 Nos Lightning Arrestor including wiring (Item no 19.01 page 9 of 81 and Item no 13.06 48 of 81 Volume-6) Set 1090.95 1090.95 21.0 False None None False None False 22909.95 0 2857778 92827 None Volume6 Supply 11 kV, HG Fuse Unit with Solid CoreInsulator(DwgNo.BESCOM/GM/QS&S/21 Dtd 24.11.2018) and providing of 11 kV, Solid Core Type HG Fuse Unit (Item no 20.1 page no 9 of 81 and C.D.S-24 SI NO 15 Pg No 371/635) Set 1371.3 1371.3 7.0 False None None False None False 9599.1 0 2857779 92827 None Volume6 Supply & Fixing 11 kV, 200 Amps Single Break GOS (Dwg No. BESCOM/GM/QS&S/23 Dtd 24.11.2018) Fixing of GOS including wiring (11 kV Single Break 200 Amps) (Item no 24.01 page 11 of 81 and Item no 13.02 48 of 81 Volume-6) Set 11081.7 11081.7 7.0 False None None False None False 77571.9 0 2857780 92827 None Volume6 Supply of H - Frame Set for fixing 11 kV, 200 Amps Single Break GOS - (For DP structure for providing New GOS for sectionalisation) - MS and Erection of H-Frame (Item no 24.06 page 11 of 81 and Item no 2.09 44 of 81 Volume-6) Set 4887.75 4887.75 7.0 False None None False None False 34214.25 0 2857781 92827 None Volume6 Supply of Caution/Danger Board and Fixing Danger Board (Item no 68.17 page 32 of 81 and Item no 5.15 45 of 81 Volume-6) No 241.5 241.5 7.0 False None None False None False 1690.5 0 2857782 92827 None Volume6 Supply & Fixing of Anticlimbing Device, GI GI Barbed wire (12 Mtr/Kg) and Fixing of GI Barbed Wire (12 Mtr) (Item no 4.02 page 4 of 81 and Item no 5.09 45 of 81 Volume-6) Each 137.55 137.55 7.0 False None None False None False 962.85 0 2857783 92827 None Volume6 Supply & providing Transparent Alkathine tube 19mm dia, 2mm thick in coils of 30 mtrs (V-6, Sl.No.349, P.No. 23 of 81, It.No.52.01, Material Code 821900) Coil 589.42 589.42 7.0 False None None False None False 4125.94 0 2857784 92827 None Volume6 Supply & providing LT Metering box with CTs and necessary wiring for housing ETV Meter (Please see CDS -39) (C,D.S Pg No 370/635 I .No 14.(c)) No 7556.85 7556.85 7.0 False None None False None False 52897.95 0 2857785 92827 None Volume6 Supplying and providing 4 Pin Cross Arm with clamps, bolts, nuts and washers for guarding (C,D.S Pg No 351/635 I .No 16.(b) ) Set 609.0 609.0 80.0 False None None False None False 48720.0 0 2857786 92827 None Volume6 Supplying and providing LT 2 Pin Cross Arm with clamps, bolts, nuts for PSCC Pole - 9 Mtr Long, 200 Kg WL (C,D.S Pg No 356/635 I .No 6) Set 444.15 444.15 66.0 False None None False None False 29313.9 0 2857787 92827 None Volume6 Supplying and providing 11 kV GI Pin for 11 kV Ceramic Shell Insulator (Item no 6.02 page no 5 of 81) No 69.3 69.3 350.0 False None None False None False 24255.0 0 2857788 92827 None Volume6 Supplying and providing No.8 strain insulator (Item no 6.07 page no 5 of 81) No 28.35 28.35 50.0 False None None False None False 1417.5 0 2857789 92827 None Volume6 Supply & stringing of Rabbit ACSR (6/3.35 mm Al Plus 1/3.35 mm St), Std Wt: 214 Kg/KM and Stringing of Conductor for Rabbit ACSR (Item no 7.02 page no 5 of 81 and 6.02 page no 46 of 81) Km 53124.75 53124.75 2.1 False None None False None False 111561.975 0 2857790 92827 None Volume6 Guy Set Complete with No. 8 Strain Insulator (Including Material Labour Charge) (V-6, (C,D.S Pg No 344/635 I .No 24 at ) Material Code 279650, 279140) Set 1851.15 1851.15 6.0 False None None False None False 11106.9 0 2857791 92827 None Volume6 Labour for Guy concreting with Boulders, Mud & Sand (300x300x450 mm)As per Drawing No. BESCOM/GM/CP/7 Dt: 24.10.07 (C,D.S Pg No 345/635 I .No 26.(g) Each 262.5 262.5 6.0 False None None False None False 1575.0 0 2857792 92827 None Volume6 Loading and unloading of Pole (loading of Pole to vehicles at stores and unloading at workspot) NOTE:- Consolidated amount for both loading and unloading 9 Mtr RCC/PSCC Pole (C,D.S Pg No 480/635 I .No 17.05.2) No 149.1 149.1 224.0 False None None False None False 33398.4 0 2857793 92827 None Volume6 Releasing of RCC Pole - 9 M Long, 145 Kg WL (CDS I.No 1 (b) Pg No 339 of 635 ) No 1646.19 1646.19 14.0 False None None False None False 23046.66 0 2857794 92827 None Volume6 Releasing and Re-erection of c) PSCC Pole - 9 M Long, 300 Kg WL (CDS I No 2 (c) Pg No 339 of 635 ) No 3475.29 3475.29 100.0 False None None False None False 347529.0 0 2857795 92827 None Volume6 Releasing of Double Pole Structure complete including 5 Kg, 8 SWG GI Wire for Structure Grounding Of 9M PSCC Pole with 300 Kg WL (CDS I.No 4 (c) Pg No 339 of 635 ) Set 5095.44 5095.44 7.0 False None None False None False 35668.08 0 2857796 92827 None Volume6 Releasing & Refixing of GOS including wiring (11 kV Single Break 200 Amps) ( I.No 13.02 Pg No 48 of 81 ) Set 2202.48 2202.48 3.0 False None None False None False 6607.44 0 2857797 92827 None Volume6 Releasing & Refixing of H Frame.( I.No 2.09 Pg No 44 of 81 ) No 644.39 644.39 3.0 False None None False None False 1933.17 0 2857798 92827 None Volume6 Releasing and Restringing of Rabbit ACSR ( I.No 6.02 Pg No 46 of 81 ) Per Km 8700.2 8700.2 28.95 False None None False None False 251870.79 0 2857799 92827 None Volume6 Relasing of Double Pole Transformer Structure using 9 Mtr Long RCC (145 Kg WL)/PSCC (300 Kg WL) Pole including fixing of Structure Materials, Erection of Poles etc complete for mounting of Transformer as per approved drawing For 25/63/100 kVA ( I No 3.01 Pg No 44 of 81 ) Set 5503.05 5503.05 6.3 False None None False None False 34669.215 0 2857800 92827 None Volume6 Releasing and erection of 25kva Transformer (V-6, Sl.No.72, P.No. 46 of 81, It.No.8.01) No 1252.65 1252.65 5.7 False None None False None False 7140.105 0 2857801 92827 None Volume6 Releasing and erection of 63kva Transformer (V-6, Sl.No.72, P.No. 46 of 81, It.No.8.01) No 1252.65 1252.65 3.8 False None None False None False 4760.07 0 2857802 92827 None Volume6 Releasing and erection of 100kva Transformer (V-6, Sl.No.73, P.No. 46 of 81, It.No.8.02) No 1669.5 1669.5 3.8 False None None False None False 6344.1 0 2857803 92827 None Volume6 Supply & providing of LT wiring (from DTC to LT line) (Including Material Labour Charge) (V-6, (C,D.S-24, Pg No 370/635 Material Code 613050) No 1594.95 1594.95 14.0 False None None False None False 22329.3 0 2857804 92827 None Volume6 Aluminium Wire 50Sq.mm (Including Material Labour Charge) (V-6, (C,D.S-24, Pg No 370/635 Material Code 613050) Mtr 67.4 67.4 350.0 False None None False None False 23590.0 0 2857805 92827 None Volume6 Supply & providing of LT wiring (from DTC to LT line Through metering Box and LT Protection Kit) Single Circuit ii) Heavy Duty Long Barrel Copper Lug 50 Sqmm (C.D.S-24 I.No.14b (ii) Pg.No 370 of 635) (Material) No 60.9 60.9 56.0 False None None False None False 3410.4 0 2857806 92827 None Volume6 Supply & providing of LT wiring (from DTC to LT line Through metering Box and LT Protection Kit) Single Circuit iii) PG Clamp Rabbit to 50 Sqmm (C.D.S-24 I.No.14 b (iii) Pg No. 370 of 635) (Material) No 107.1 107.1 56.0 False None None False None False 5997.6 0 2857807 92827 None Volume6 Supply & providing of LT wiring (from DTC to LT line Through metering Box and LT Protection Kit) Single Circuit iv) Spacer for DTC wiring (C.D.S-24 I.No.14 b (iv) Pg No. 370 of 635) (Material) No 44.1 44.1 112.0 False None None False None False 4939.2 0 2857808 92827 None Volume6 Supply & providing of LT wiring (from DTC to LT line Through metering Box and LT Protection Kit) Single Circuit v) Fish Plate with necessary clamps, bolts & nuts etc complete (Galvanised) (C.D.S-24 I.No.14 b (iv) Pg No. 370 of 635) (Material) No 277.2 277.2 28.0 False None None False None False 7761.6 0 2857809 92827 None Volume6 Jungle clearing (V-6, Sl.No.95, P.No. 62 of 81, It.No.18.02) Km 4354.35 4354.35 10.1 False None None False None False 43978.935 0 2857810 92827 None Volume6 Releasing of LT 4 Pin cross arms (V-6, Sl.No.50, P.No. 46 of 81, It.No.7.06) No 168.0 168.0 36.0 False None None False None False 6048.0 0 2857811 92827 None Volume6 Releasing and Refixing of Service mains (V-6, Sl.No.71, P.No. 46 of 81, It.No.7.06) No 94.5 94.5 123.5 False None None False None False 11670.75 0 2857812 92827 None Volume6 Fabricating, supplying and erection of …Mtrs long hot dip Galvanized Conical pole with BSEN 10025 grade S355JO steel plate for shaft, IS 2062 for base plate with door opening arrangements, including suitable boards, Bakelite sheet and MCBs as per IS specifications suitable to withstand the wind speed of 47 m/sec for …….Mtrs pole in single section and single joint welded as per IS 9595/IS 10178AWS having dimensions bottom …..mm, top….mm with 3mm thick, suitable base plate and 4Nos of ..... long J bolts along with template and the pole shall be hot dip galvanized in single dipping with not less than 65micron as per ASTM-A123 and 153 etc.,(excluding foundation) as per drawing appended. 9 meters - Top 75mm and bottom 165 mm dia B lore elect SR 22-23 item no 4.4.7 PN:6 Each 21525.0 21525.0 96.0 False None None False None False 2066400.0 0 2857813 92827 None Volume6 Supply and Installation / Fixing / Provision of Pole box with HRC Fuse / MCB provision and suitable connector / terminal for 3 Ph / 1 Ph connections with Loop-In & Loop- Out terminals for 10 Sqmm / 25 Sqmm 3.5 C Al/Ar / Cu/ Ar Cable and branch out 2.5 Sqmm 2 core Al/Cu PVC Insulated cable, enclosed in a Thermoplastic, Polystyrene enclosure, which should be shock proof, safe, IP65(Weather Proof), rust proof, dust proof, water proof having Internally Embedded Gasket with provision for cable entry through IP65 Thermoplastic, polyamide glands and/or grommets. 200mmx200mmx98mm B lore elect SR 23-24 item no 5.43.1 PN:20 Each 2415.0 2415.0 96.0 False None None False None False 231840.0 0 2857814 92827 None Volume6 Supplying, and fixing of Hot dip Galvanized M.S.Bracketsuitable for out door luminaries and mounted on Octagonal pole using necessary bolts, nuts etc., complete Single Arm Bracket with 1500mm Standard 40/50MM dia B lore elect SR 23-24 item no 4.6.2 PN:13 Each 2205.0 2205.0 96.0 False None None False None False 211680.0 0 2857815 92827 None Volume6 Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output. Rated life Burning Hrs 50000 hr at Lumen Maintenance of 70percent, maximum light intensity should be between 60 degrees to 70 degrees. CCT 5500K, IP 66 optical and electrical compartment & impact resistance of complete luminaire IK08. Power Factor 0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss wiring protection. Compatible for pole mouting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with ........W System Power consumption. LED Efficiency130lm/w, nominal CRI 75.Luminaire manufacturer should have in-house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008 . Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentione above should be given by LED manufacturer & Cree/Nichia/ Lumileds/Osram make LED Source. LED Streetlight 120watts B lore elect SR 23-24 item no 11.8.5 PN:46 Each 10563.0 10563.0 96.0 False None None False None False 1014048.0 0 2857816 92827 None Volume6 Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS:8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100Volts as per IS-694:1990 3cx 2.5mm sqr SR 23-24 item no 2.5.8 PN:6 Mtr 118.65 118.65 960.0 False None None False None False 113904.0 0 2857817 92827 None Volume6 1.1 KV XLPE or Heat resistant PVC insulated, PVC insulated PVC Exutured Inner seath armoured LTUG Cable as per IS -1554 (Part-1) or IS-7098 Part-1,Armouting strip thickness and resistivity as per IS -3975 16 Sqmm, 4 Core, (11 GI Strips - 4x0.8 mm) Escom SR (2023-24 P.No.13, F-201, It No 32.05) Km 148934.1 148934.1 1.58 False None None False None False 235315.878 0 2857818 92827 None Volume6 1.1 KV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner seath armoured LTUG Cable as per IS -1554 (Part-1) or IS-7098 Part-1,Armouting strip thickness and resistivity as per IS -3975 25 Sqmm, 3.5 Core, (12 GI Strips - 4 x 0.8 mm) Escom SR (2023-24 P.No.13,J-203, It No 32.07) Km 146526.45 146526.45 0.1 False None None False None False 14652.645 0 2857819 92827 None Volume6 Supplying, fixing , wiring, earth electrode for grounding conduits, IC cutouts and other equipment's on the meter board using 40mm dia 2.90 mm thick GI pipe 2.5m long buried in a pit. The pit should be filled with equal proportion of salt and charcoal 150 mm all-round the pipe to complete depth. The connection from the pipe to the conduit etc, is to be established through GI Wire of size as per ISI specification 7.3.3 of IS 732 using 12mm dia bolts, nuts, washers and check nuts etc, the pipe shall have 16 through holes of 12mm dia Escom SR (2023-24 P.No.54, It No 12.56) No 3685.5 3685.5 2.0 False None None False None False 7371.0 0 2857820 92827 None Volume6 Supplying of multi function digital meter with three line back light LCD type display for voltage, Current, frequency, Power, power factor, KVA, KWH, KVAR suitable for 3 phase, 4 wire LT network with IP 54 degree of protection and completely wired as required with communication Port and Class 0.5 accuracy. SR 23-24 item no 5.33 PN:19 Each 9780.75 9780.75 3.0 False None None False None False 29342.25 0 2857821 92827 None Volume6 Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440v A.C. 50 Hz 12/24v D.C. elect SR 23-24 item no 5.38 PN:19 Each 540.75 540.75 8.0 False None None False None False 4326.0 0 2857822 92827 None Volume6 Supplying and fixing Microprocessor based Electronic timer (without contactor, Din Mounting using necessary bolts, nuts and washers etc) 3.120sec setting.elect SR 23-24 item no 5.47 PN:21 Each 2430.75 2430.75 3.0 False None None False None False 7292.25 0 2857823 92827 None Volume6 Supply and fixing of 3pole power contactor with NO/NC contacts on existing wood/panel board using necessary bolts, nuts, washers and wiring etc., complete with AC-3 Rating and as per IS-13947. elect SR 23-24 item no 5.13.2 PN:16 Each 2370.9 2370.9 3.0 False None None False None False 7112.7 0 2857824 92827 None Volume6 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and C Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 6-32 ATPN(2023-24 P-17, I.No-5.18.7) Each 1802.85 1802.85 15.0 False None None False None False 27042.75 0 2857825 92827 None Volume6 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and C Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 40 Amps TPN B lore elect SR 23-24 item no 5.18.8 PN:17) Each 3196.2 3196.2 3.0 False None None False None False 9588.6 0 2857826 92827 None Volume6 Supplying and fixing angle iron frame work fabricated out of M.S. angle iron. and M.S. flat … with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint.40x40x6mm elect SR 23-24 item no 5.41.1 PN:20 Mtr 320.25 320.25 8.0 False None None False None False 2562.0 0 2857827 92827 None Volume6 Supplying amps rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40.6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete.100A 4x30x6mm Aluminiym Strips elect SR 23-24 item no 5.40.1 PN:20 Mtr 2588.25 2588.25 8.0 False None None False None False 20706.0 0 2857828 92827 None Volume6 Fabricating, supplying and erection of …Mtrs long hot dip Galvanized Conical pole with BSEN 10025 grade S355JO steel plate for shaft, IS 2062 for base plate with door opening arrangements, including suitable boards, Bakelite sheet and MCBs as per IS specifications suitable to withstand the wind speed of 47 m/sec for …….Mtrs pole in single section and single joint welded as per IS 9595/IS 10178AWS having dimensions bottom ….mm, top….mm with 3mm thick, suitable base plate and 4Nos of . long J bolts along with template and the pole shall be hot dip galvanized in single dipping with not less than 65micron as per ASTM-A123 and 153 etc.,(excluding foundation) as per drawing appended. 9 meters - Top 75mm and bottom 165 mm dia B lore elect SR 22-23 item no 4.4.7 PN:12 Nos 19372.5 19372.5 25.0 False None None False None False 484312.5 0 2857829 92827 None Volume6 Supply and Installation / Fixing / Provision of Pole box with HRC Fuse / MCB provision and suitable connector / terminal for 3 Ph / 1 Ph connections with Loop-In & Loop- Out terminals for 10 Sqmm / 25 Sqmm 3.5 C Al/Ar / Cu/ Ar Cable and branch out 2.5 Sqmm 2 core Al/Cu PVC Insulated cable, enclosed in a Thermoplastic, Polystyrene enclosure, which should be shock proof, safe, IP65(Weather Proof), rust proof, dust proof, water proof having Internally Embedded Gasket with provision for cable entry through IP65 Thermoplastic, polyamide glands and/or grommets. 200mmx200mmx98mm B lore elect SR 23-24 item no 5.43.1 PN:20 Each 2173.5 2173.5 25.0 False None None False None False 54337.5 0 2857830 92827 None Volume6 Supplying,andfixingofHotdipGalvanizedM.S.BracketsuitableforoutdoorluminariesandmountedonOctagonalpoleusingnecessarybolts, nuts etc., complete Double Arm Bracket with 1500 mm Standard 40/50 mm dia B lore elect SR 23-24 item no 4.6.5 PN:13 Each 3118.5 3118.5 25.0 False None None False None False 77962.5 0 2857831 92827 None Volume6 Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS:8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100Volts as per IS-694:1990 Each pole requires 20 metres of 3Cx2.5sqmm cable 3C X 2.5Sq.mm B lore elect SR 19-20 item no 2.5.8 PN:6 Mtr 106.79 106.79 500.0 False None None False None False 53395.0 0 2857832 92827 None Volume6 Fabricating supplying and mounting MS box made out …SWG suitable for floor / wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete. The area of MS sheet required for construction of Street light panel sized 600x600x400mm 16SWG B lore elect SR 23-24 item no 5.42.2 PN:20 Sq 0.41 0.41 2500.0 False None None False None False 1025.0 0 1709192829000 0 None None Roads Utility Shifting - Water Line 2432178.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2857833 92828 None Volume1 Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out,construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed,removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata.All kinds of soils. Depth upto 1.50 m COMMON SR 2023-24,Vol I, Pg.No. 10 Sl.No.1.17 Cum 275.1 275.1 1680.0 False None None False None False 462168.0 0 2857834 92828 None Common SR V 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 PE 80 PN 6.0) (HDPE Grade PE100-PN6.0,75mm dia) Common SR Vol V 2023-24, Pg.No. 102 It.No.9.10.2 m 223.65 223.65 7000.0 False None None False None False 1565550.0 0 2857835 92828 None Common SR V Supply and delivery at site GM (copper alloy) gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark.(For 80 mm dia GM (Copper alloy) Gate valves) Each 1997.1 1997.1 8.0 False None None False None False 15976.8 0 2857836 92828 None Common SR V Providing and installation of Class SN8 Double Wall Corrugated HDPE Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two "O" rings and a coupler of suitable size,including loading and unloading at both destination and cutting of pipes where ever necessary including jointing with all labour, all lead and lift including encasing the Specials around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done the contractor shall have to make his own arrangement for procuring water for testing etc. complete.(75 MM ELECTRO FUSION COUPLER) Common SR Vol V 2023-24, Item No. 9.17.28 Pg.No. 108 Each 187.95 187.95 70.0 False None None False None False 13156.5 0 2857837 92828 None Common SR V Providing and installation of Class SN8 Double Wall Corrugated HDPE Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two "O" rings and a coupler of suitable size,including loading and unloading at both destination and cutting of pipes where ever necessary including jointing with all labour, all lead and lift including encasing the Specials around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done the contractor shall have to make his own arrangement for procuring water for testing etc. complete.(75 MM ELECTRO FUSION ELBOW) (Common SR Vol V 2023-24, Item No. 9.17.34 Pg.No. 108) Each 302.4 302.4 8.0 False None None False None False 2419.2 0 2857838 92828 None Common SR V Providing and installation of Class SN8 Double Wall Corrugated HDPE Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two "O" rings and a coupler of suitable size,including loading and unloading at both destination and cutting of pipes where ever necessary including jointing with all labour, all lead and lift including encasing the Specials around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done the contractor shall have to make his own arrangement for procuring water for testing etc. complete.(75 MM ELECTRO FUSION TEE) (Common SR Vol V 2023-24, Item No. 9.17.31 Pg.No. 108) Each 375.9 375.9 8.0 False None None False None False 3007.2 0 2857839 92828 None Common SR V Providing and fixing kinetic AIR VALVE of PN 16.0 for automatic discharge of accumulate air during working condition, conforming to IS 14845/ EN 1074-4. Body and bonnet of DI conforming to IS-1865 of grade GGG-40/50, seals are made of approved EPDM, SS 304 float, guide and internals. Flange drilling according to IS-1538 with appurtenances.complete. Body and bonnet shall be coated with electrostatically applied epoxy powder coating with a coating thickness of 250 micron both inside and outside etc. complete.(For K Air Valves of 80mm dia.).(For K Air Valves of 80mm dia.) (Common SR Vol V 2023-24, Item No. 35 / SR Code B083A Pg.No. 75) Each 27660.15 27660.15 2.0 False None None False None False 55320.3 0 2857840 92828 None Common SR V Providing and installation of Class SN8 Double Wall Corrugated HDPE Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two O rings and a coupler of suitable size,including loading and unloading at both destination and cutting of pipes where ever necessary including jointing with all labour, all lead and lift including encasing the Specials around to a depth of not less than 15cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done the contractor shall have to make his own arrangement for procuring water for testing etc. complete.(3 M.S. FLANGE) Common SR Vol V 2023-24, Item No. 9.17.40 Pg.No. 108 Each 210.0 210.0 16.0 False None None False None False 3360.0 0 2857841 92828 None Common SR V Providing and fixing of fixed height surface box H-4057 MD-KU with PP 40Percent GF Lid, Housing of PA+, Locking clip of PP with Notched bolt M 12 x 130 hexagon head A2-70 for service connection valves, design derived from DIN 4057, should be supplied with Support tile I (FSL, FSS, SI). Should be able to receive class AA traffic loads etc. complete Common SR Vol V 2023-24, Item No. 2.50 Pg.No. 33 Each 2887.5 2887.5 8.0 False None None False None False 23100.0 0 2857842 92828 None Common SR V Providing and laying of warning tape / Caution tape / detector tape for HDPE pipes of 200 mm wide, 300 micron thick, blue in colour confoming to relevant ISS with latest amendments with appurtenances., complete COMMON SR 2023-24,Vol V Pg.No. 108 Sl.No.9.18 Mtr 8.4 8.4 7000.0 False None None False None False 58800.0 0 2857843 92828 None Volume1 Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications. COMMON SR 2023-24,Vol I, Pg.No. 7 Sl.No.1.10 Cum 168.0 168.0 1365.0 False None None False None False 229320.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1709192830000 1 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1709192830000 1 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1709192830000 1 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 1709192882000 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 1709192891000 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 1709192899000 0 None None ELIGIBILITY Bidder shall pay Contract Management Module processing fees of 0.025% of the contact value (Min Rs.500/- & Max Rs.7500/-) soon after contract has been issued to bidder. None 1709192904000 0 None None ELIGIBILITY To qualify for award of this contract, each tenderer should furnish qualification information as per clause-3 and section- 3 of Standard Tender Document attached to this tender and all the Formats prescribed in the bid documents shall be filled by the tenderer in full and complete manner. Otherwise the tender will be rejected. None 1709192911000 0 None None ELIGIBILITY All scanned documents uploaded Should be in original and legible. None 1709192917000 0 None None ELIGIBILITY Work done certificate should be issued by competent authority not below the rank of Executive Engineer. None 1709192923000 0 None None ELIGIBILITY The Financial Bids will be open on the dates mentioned or after approval of the technical bids from the competent authority. None 1709192930000 0 None None ELIGIBILITY The employer is not responsible for any delay in accessing e - Procurement Portal and the employer is not responsible for non production of uploaded documents in e - Procurement Portal. The tenderer has to ensure that all the documents required are uploaded correctly. None 1709192935000 0 None None ELIGIBILITY The intending contractors are requested to note that they should abide by the detailed instructions and conditions contained in the Standard Tender documents of K.P.W.D. and further orders thereon. The employer reserves the rights to Reject or accept any or all the tenders without assigning any reasons. None 1709192941000 0 None None ELIGIBILITY Within 20 days of receipt of the Letter of Acceptance, the successful Tenderer shall deliver to the Employer a Security deposit for an amount equivalent to 5% of the Contract price plus additional security for unbalanced tenders ( Difference between amount put to tender and quoted amount). None 1709192945000 0 None None ELIGIBILITY The tender of any tenderer who does not accept the conditions contained in the tender document is liable to be rejected. Conditional tenders will not be accepted. None 1709192955000 0 None None ELIGIBILITY The cost of tender form shall not be refundable. 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. No interest will be paid by the Government on the Earnest money deposit. None 1709192960000 0 None None ELIGIBILITY The rates quoted shall be through rates for finished items of work inclusive of all lead and lifts, loading and unloading charges, all incidental charges and all Royalty etc., complete payable to the Government or Local bodies in the Region. None 1709192964000 0 None None ELIGIBILITY The rates quoted shall be inclusive of providing barricading fittings of danger lights, Jungle clearance near work spot / watchman etc., complete and maintained till completion of work and removing on completion as directed by the Engineer-in-charge of work. Rates quoted should includes clearance of site prior to commencement of work and its closure in all respects and holds good for all works under all conditions of site, moisture and weather. None 1709192969000 0 None None ELIGIBILITY A Cess of 1% of the total approved amount of contract will be deducted from the work bill towards the Building and other construction workers welfare in accordance with the Govt. Order No. LD 300 LET 2006 Bangalore dated 18-1-2007. Royalty on construction materials and other taxes will be deducted as per prevailing Government orders. Contractor should follow strictly the prevailing rules of labour act. None 1709192974000 0 None None ELIGIBILITY All the materials required for the work shall be procured by the tenderer themselves and should got tested by the quality control authority before use on the work at their own cost. All quantity and gradation of metal collected for the works should be got approved by the competent authority before use. None 1709192979000 0 None None ELIGIBILITY Contractor should execute the project with least impact to the environment. The Contractor should maintain the work during defective liability period as per contract conditions. None 1709192983000 0 None None ELIGIBILITY Omission and Typographical errors which is in the opinion of the Executive Engineer, will not be a ground for claims of extra payment. If any of the dates mentioned happens to be a general holiday, the next working day will holds good. None 1709192988000 0 None None ELIGIBILITY Further particulars, if any, required by the Contractor can be had from the office of the Executive Engineer, Public Works Department, Division, Chitradurga during office hours on all working days. None 1709192997000 0 None None ELIGIBILITY The tenderer should have registration under section 7 of Building and other construction works act 1966. (As per G.O. No. LD 95 LET 2013, Bangalore dated 01-4-2013. None 1709193008000 2 None None ELIGIBILITY The Defects Liability Period is 60 Months after successful completion of the Project None 1709193015000 0 None None ELIGIBILITY Increase in GST shall not be paid in the extended period of contract for which the contractor alone is responsible for delay as determined by the authority while granting the extension of time. None 1709193021000 1 None None ELIGIBILITY The tenderer should be a registered KPWD/CPWD Class-I Contractor None 1709193027000 0 None None ELIGIBILITY Tenderer should produce certificate of work insurance policies before executing the work. None 1709193032000 0 None None ELIGIBILITY Tenderer Should submit work program before executing the work None 1709193037000 0 None None ELIGIBILITY GST shall be paid to the tendered amount separately as per Government order no FD 20 CSL 2022, Bangalore Dated: 15.07.2022 and also as per circular issued by the government vide letter No. FD 447 Expenditure-12/2022, Bangalore Dated: 30.07.2022 None 1709193042000 0 None None ELIGIBILITY The period for completion of the work is 11 months (Including Monsoon) None 1709193057000 0 None None ELIGIBILITY The EMD Rs. 6131000.00 Shall be Paid in full through KPPP Portal or in two parts (1) Minimum Rs. 100000.00 shall be paid through KARNATAKA PUBLIC procurement PORTAL (KPPP) and the Balance of Rs.6031000.00 by Bank Guarantee issued by Nationalised/Scheduled Bank. Contractor should upload the scanned Copy of original Bank Guarantee issued by Nationalised/Scheduled Bank IN KPPP. The contractor has to submit the original Bank guarantee before entering the agreement if awarded None 1709193066000 0 None None ELIGIBILITY Estimate rates are excluding GST as per common SR 2023-24 and prevailing GST 18 percent of Amount put to tender amount is kept in form of Lump sum in sanctioned estimate according to guidelines in common SR GO PWD 51 RDF 2019 Bangalore dt 18.03.2022 Therefore amount put to tender and ECV amount are excluding GST. Hence GST will be paid separately for S.R Item only the quoted amount accordingly. Declaration certificate must be attached mandatorily. None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None The tenderer should be a registered KPWD/CPWD Class-I Contractor Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None PWD Registration Certificate (Class I/II/III/IV) None None None None To qualify for Award of this contract, each Tenderer in its name should have in the last five years, satisfactorily completed as prime contractor, at least one similar work such as Improvements of road work of value not less than Rs 3065.2 lakhs.Work done Certificate issued by the competent Authority of rank not less than Executive Engineer Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None The Tenderer should have executed in any one year in the last five years the following minimum quantities of work 1. Earth work/Embankment/subgrade & Earthen Shoulder: 45532.00m3 2. GSB/ WMM : 16897.006m3 3. PCC/RCC/CC Pavement /DLC :39805 m3 4. TMT Steel :74.00 tonne Work done Certificate issued by the competent Authority of rank not less than Executive Engineer Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Availability by owning equipments for this work , provided relevant document List of machinery to be owned Batching Plant 30 Cum/Hour Capacity 01No Transit Mixer -04Nos. Machine Concrete Mixer -04 Nos. Slip form paver finisher-1 No. Vibratory Roller- 2Nos. Tipper- 6 Nos. Excavator- 2 Nos. Water tanker- 3 Nos. Form Work or Centering materials-1500.00 M2 Motor grader-1no Pug Mill-01 No.List of machinery on own Hire Lease Basis Machine Concrete Mixer -04 Nos. Transit Mixer-02 Nos. Vibratory Roller- 2 Nos. Tipper- 6 Nos. Excavator- 2 Nos. Water Tanker-2Nos. Form Work Centering materials-1500.00 M2 Motor grader-1no Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Relevant certified documents such as sale deed registration certificates delivery invoice etc None None None None Statement showing the Existing commitments and ongoing works, in the prescribed proforma as per 1.5 A of Section 3 of Qualification information should be furnished. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Statements should be countersigned by the Executive Engineer or Equivalent officer None None None None Statement showing Details of works for which tenders are already submitted in the prescribed proformaas per 1.5 B of Section 3 of Qualification information should be furnished. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Statements should be countersigned by the Executive Engineer or Equivalent officer None None None None Statements/details as per 1.3, 1.4, 1.6, 1.7, 1.8, 1.9, and 1.12 of Section 3 of Qualification information should be furnished. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Statements should be countersigned by the Executive Engineer or Equivalent officer None None None None To qualify for Award of this contract each Tenderer in his name should have in the last five years i.e. 2018-19 to 2022-23 achieved in at least two financial years a minimum financial turnover in all classes of civil engineering construction works only of Rs. 12260.83 Lakhs.Balance sheet & Profit & Loss A/c indicating contract receipts issued by the competent accountant / Authority with UDIN number Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Each tenderer should further demonstrate liquid assets and/or availability of Credit facilities of not less than Rs. 1839.12 Lakhs Credit lines / letter of credit / certificates from banks for meeting the fund requirement etc,. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None The E.M.D. as prescribed should be submitted by the Tenderer and In case of Bank Guarante valid for 135 days as prescribed in Karnataka public Procurement portal. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Scanned copy of E.M.D and Scanned copy of Bank Guarantee None None None None GST Declaration Certificate Others Declaration Certificate createdTs version createdDate modifiedDate documentName None None None None Others -- GST Declaration Certificate
tenderCriterionDocumentList	documentName optional documentTypeText To qualify for Award of this contract each Tenderer in his name should have in the last five years i.e. 2018-19 to 2022-23 achieved in at least two financial years a minimum financial turnover in all classes of civil engineering construction works only of Rs. 12260.83 Lakhs.Balance sheet & Profit & Loss A/c indicating contract receipts issued by the competent accountant / Authority with UDIN number True Technical Bid The tenderer should be a registered KPWD/CPWD Class-I Contractor True Technical Bid To qualify for Award of this contract, each Tenderer in its name should have in the last five years, satisfactorily completed as prime contractor, at least one similar work such as Improvements of road work of value not less than Rs 3065.2 lakhs.Work done Certificate issued by the competent Authority of rank not less than Executive Engineer True Technical Bid Each tenderer should further demonstrate liquid assets and/or availability of Credit facilities of not less than Rs. 1839.12 Lakhs Credit lines / letter of credit / certificates from banks for meeting the fund requirement etc,. True Technical Bid The Tenderer should have executed in any one year in the last five years the following minimum quantities of work 1Earth work Embankment subgrade & Earthen Shoulder 45532.00m3 2. GSB WMM 16897.006m3 3. PCC RCC CC Pavement DLC 39805.00m3 4.TMT Steel 74.00 tonne Work done Certificate issued by the competent Authority of rank not less than Executive Engineer True Technical Bid Availability by owning equipments for this work , provided relevant document List of machinery to be owned Batching Plant 30 Cum/Hour Capacity 01No Transit Mixer -04Nos. Machine Concrete Mixer -04 Nos. Slip form paver finisher-1 No. Vibratory Roller- 2Nos. Tipper- 6 Nos. Excavator- 2 Nos. Water tanker- 3 Nos. Form Work or Centering materials-1500.00 M2 Motor grader-1no Pug Mill-01 No True Technical Bid List of machinery on own Hire Lease Basis Machine Concrete Mixer -04 Nos. Transit Mixer-02 Nos. Vibratory Roller- 2 Nos. Tipper- 6 Nos. Excavator- 2 Nos. Water Tanker-2Nos. Form Work Centering materials-1500.00 M2 Motor grader-1no True Technical Bid The E.M.D. as prescribed should be submitted by the Tenderer and In case of Bank Guarante valid for 135 days as prescribed in Karnataka public Procurement portal. True Technical Bid GST Declaration Certificate True Technical Bid Statements/details as per 1.3, 1.4, 1.6, 1.7, 1.8, 1.9, and 1.12 of Section 3 of Qualification information should be furnished. True Technical Bid Statement showing Details of works for which tenders are already submitted in the prescribed proformaas per 1.5 B of Section 3 of Qualification information should be furnished. True Technical Bid Statement showing the Existing commitments and ongoing works, in the prescribed proforma as per 1.5 A of Section 3 of Qualification information should be furnished. True Technical Bid
tenderWorkLocationList	tenderSubEstimateName districtName taluqName loksabhaContName assemblyContName locationDescription latitudeDegrees latitudeMinutes latitudeSeconds longitudeDegrees longitudeMinutes longitudeSeconds Roads Chitradurga Chitradurga Chitradurga CHITRADURGA Chitradurga None None None None None None Roads Chitradurga Chitradurga Chitradurga CHITRADURGA Chitradurga None None None None None None Roads Chitradurga Chitradurga Chitradurga CHITRADURGA Chitradurga None None None None None None Roads Chitradurga Chitradurga Chitradurga CHITRADURGA Chitradurga None None None None None None Roads Chitradurga Chitradurga Chitradurga CHITRADURGA Chitradurga None None None None None None Roads Chitradurga Chitradurga Chitradurga CHITRADURGA Chitradurga None None None None None None Roads Chitradurga Chitradurga Chitradurga CHITRADURGA Chitradurga None None None None None None Roads Chitradurga Chitradurga Chitradurga CHITRADURGA Chitradurga None None None None None None Roads Chitradurga Chitradurga Chitradurga CHITRADURGA Chitradurga None None None None None None Roads Chitradurga Chitradurga Chitradurga CHITRADURGA Chitradurga None None None None None None Roads Chitradurga Chitradurga Chitradurga CHITRADURGA Chitradurga None None None None None None
tenderAddress	createdTs 1709288696000 version 0 createdDate None modifiedDate None blockNumber EE PWD Division Office,Near DC Circle street None city Chitradurga state Karnataka pin 577501
tenderRecallDTO	None