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noticeInvitingTenderDTO	createdTs 1721466918276 version 8 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 5000.00 emd 1444000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 31-07-2024 17:30:00 tenderQueryClose 24-07-2024 11:30:00 technicalBidOpen 03-08-2024 11:30:00 publishedDate 20-07-2024 16:34:50 publishedByPost PWD_CE_SHDP publishedByUser KPE14485 - PURUSHOTHAMA DAS HEGGADE bidValidityPeriod 90 noOfCalls 2 preBidMeetingDate 24-07-2024 11:30:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn True percentageRateTypeText None contactPerson Chief Engineer splitEmdRequiredYn True emdBankGuarantee 1344000.00 emdCash 100000.00 bgValidityPeriod 135 hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08022224106 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1721466918278 version 15 createdDate None modifiedDate None tenderNumber PWD/2023-24/RD/WORK_INDENT9758/CALL-2 title PACKAGE 695- Improvements to Road SH-54 Jamaboti - Rabakhavi from Ch 133.700 Km to 135.100 Km (Four lane) And Ch 140.910 Km to 141.560 Km in Rabakhavi- Banahatti Taluk of Bagalkote District description PACKAGE 695- Improvements to Road SH-54 Jamaboti - Rabakhavi from Ch 133.700 Km to 135.100 Km (Four lane) And Ch 140.910 Km to 141.560 Km in Rabakhavi- Banahatti Taluk of Bagalkote District category WORKS categoryText Works ecv 96240018.46 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn False location 2196 locationName State Highway Development Project SHDP provisionalAmount 100000000.0 groupOverheadTotal 0.0 fileNumber CPO/PIU/SHDP/PHASE-5/STG-1/PKG-695/BGK/2023-24
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1721466918000 1 None None Roads PACKAGE 695 Road work 74036196.17 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3564569 129263 None 16.29 Providing and fixing of typical SHDP informatory sign board with Logo as per MORD specifications and drawing. i) The board will be a composite unit consisting of three plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most platewill be in diamond shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mmx 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate will be flushed with the top of 75 mm dia medium steel tube posts and these posts will be embedded in cement concreteM15 grade blocks of 450 mm x 450 m x 600 mm below ground level. The height of bottom of the lower most plate will be 1200 mm from normal ground level and the bottom of middle plate will be 100 mm above the top level of the lower most plate. The diamond shaped plate mounted over angle iron frame will be connected to middle plate by square medium steel section of 47 mm x 47 mm thickness 12 SWG having a spacing of 100 mm between the diamond shaped plate and middle plate and this square section will be welded to the bottom point of the iamond 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) 7Retro Reflective Trafic Sign As per IRC 67 Clause 1701.3.8.1 Class A Type 1 No 19021.12 19021.12 2.0 False None None False None False 38042.24 0 3564570 129263 None 2.5 Clearing and Grubbing Road Land. Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. 100 Sqm 486.92 486.92 59.96 False None None False None False 29195.7232 0 3564571 129263 None 1.14.1Vol 1 Excavation Mechanical Means Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 126.37 126.37 6005.5 False None None False None False 758915.035 0 3564572 129263 None 3.5 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead Cum 7.43 7.43 10493.0 False None None False None False 77962.99 0 3564573 129263 None 1.7 Embankment from Cutting Materials Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. Cum 147.44 147.44 4804.4 False None None False None False 708360.736 0 3564574 129263 None 1.8 Embankment from Barrow Materials Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading,grading to required slope and compacting to meet the equirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. Cum 587.29 587.29 8617.36 False None None False None False 5060889.3544 0 3564575 129263 None 3.6 Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 610.83 610.83 7663.76 False None None False None False 4681254.5208 0 3564576 129263 None 4.2 By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material Cum 2922.8 2922.8 4172.47 False None None False None False 12195295.316 0 3564577 129263 None 4.17 Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with aver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Cum 3170.6 3170.6 5621.25 False None None False None False 17822735.25 0 3564578 129263 None 5.1 Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means. Sqm 50.8 50.8 22485.0 False None None False None False 1142238.0 0 3564579 129263 None 5.4 Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom Sqm 17.35 17.35 22485.0 False None None False None False 390114.75 0 3564580 129263 None 5.12 C Dense Graded Bituminous Macadam Grading - II for traffic 20 MSA Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. Cum 11707.31 11707.31 1461.52 False None None False None False 17110467.7112 0 3564581 129263 None 5.16 C Bituminous Concrete Grading II for traffic 20 MSA Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects Cum 13572.0 13572.0 674.55 False None None False None False 9154992.6 0 3564582 129263 None 2.1.5 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators,including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.- Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates Cum 7420.37 7420.37 116.32 False None None False None False 863137.4384 0 3564583 129263 None 2.2.1 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 7789.59 7789.59 413.3 False None None False None False 3219437.547 0 3564584 129263 None 2.11 H TMT for All Structures Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification Tonne 97894.62 97894.62 8.0 False None None False None False 783156.96 0 1721466918000 0 None None Roads PACKAGE 695 Construction Of Box Culverts 1.5 m X 1.5 m - 2 Nos 2472278.02 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3564585 129264 None 2.1 IV Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including TandP and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead ii. By Mechanical Means b. Rubble stone masonry in cement mortar. Cum 755.8 755.8 42.8 False None None False None False 32348.24 0 3564586 129264 None 2.17 Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including TandP and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead ii. By Mechanical Means B. Above 600 mm to 900 mm dia m 1357.94 1357.94 10.0 False None None False None False 13579.4 0 3564587 129264 None 1.14.1 Excavation Mechanical Means Earth work excavation for Foundation by mechanical means for all works and depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting and 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 and other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 126.37 126.37 231.47 False None None False None False 29250.8639 0 3564588 129264 None 2.1.3 Providing and laying in position Cement Concrete Cum 7420.37 7420.37 24.9 False None None False None False 184767.213 0 3564589 129264 None 2.11h TMT for All Structures Supplying, fitting and placing TMT FE 550, 550D Tonne 97894.63 97894.63 6.87 False None None False None False 672536.1081 0 3564590 129264 None 2.4.3 Providing and laying in position Cement Concrete for all Sub structures of building Cum 8635.33 8635.33 89.54 False None None False None False 773207.4482 0 3564591 129264 None 2.5.2 Providing and laying in position Cement Concrete for all Super structures Cum 10174.17 10174.17 30.98 False None None False None False 315195.7866 0 3564592 129264 None 2.4.1 Providing and laying in position Cement Concrete for all Sub structures of building Cum 8331.28 8331.28 7.68 False None None False None False 63984.2304 0 3564593 129264 None 12.4 Providing and laying of Filter media with granular materials stone crushed aggregates Cum 3316.79 3316.79 38.7 False None None False None False 128359.773 0 3564594 129264 None 13.2 Providing and laying Cement concrete wearing coat M30 grade including reinforcement complete Cum 17310.06 17310.06 12.6 False None None False None False 218106.756 0 3564595 129264 None 13.14 Painting on concrete surface Providing and applying 2 coats of water based cement paint Sqm 104.07 104.07 37.2 False None None False None False 3871.404 0 3564596 129264 None 8.18 Guard Stones , Boundary Pillers Reinforced cement concrete M15 No 926.77 926.77 40.0 False None None False None False 37070.8 0 1721466918000 0 None None Roads PACKAGE 695 Widening of Box Culvert 3.00 X 2.75 - 1 No 1944035.16 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3564597 129265 None 2.8 Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including TandP and scaffolding wherever necessary, sorting the dismantled material, disposal of serviceable material and stacking the serviceable material with all lifts and lead Lime /Cement Concrete By Mechanical Means Cement Concrete Grade M-15 and M-20 Cum 890.84 890.84 12.43 False None None False None False 11073.1412 0 3564598 129265 None 1.14.1 Excavation Mechanical Means Earth work excavation for Foundation by mechanical means for all works and depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting and 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 and other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 126.37 126.37 157.77 False None None False None False 19937.3949 0 3564599 129265 None 2.1.3 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators,including all lead and lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.- Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates Cum 7420.37 7420.37 12.97 False None None False None False 96242.1989 0 3564600 129265 None 2.11 TMT for All Structures Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification Tonne 97894.62 97894.62 5.78 False None None False None False 565830.9036 0 3564601 129265 None 2.4.3 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works and 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 and 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 Cum 8635.33 8635.33 48.51 False None None False None False 418899.8583 0 3564602 129265 None 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works and super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead and lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 8478.47 8478.47 20.95 False None None False None False 177623.9465 0 3564603 129265 None 2.4.1 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works and 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 and 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. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates Cum 8331.28 8331.28 3.84 False None None False None False 31992.1152 0 3564604 129265 None 12.4 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification Cum 3316.8 3316.8 24.6 False None None False None False 81593.28 0 3564605 129265 None 13.2 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) Cum 17310.07 17310.07 5.76 False None None False None False 99706.0032 0 3564606 129265 None 13.14 Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint at of 1 litre for 2 m2. Sqm 104.07 104.07 45.69 False None None False None False 4754.9583 0 3564607 129265 None 8.18 Guard Stones / Boundary Pillers Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting No 926.77 926.77 20.0 False None None False None False 18535.4 0 3564608 129265 None 4.2 By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material Cum 2922.8 2922.8 7.0 False None None False None False 20459.6 0 3564609 129265 None 13.8 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification Cum 8438.83 8438.83 10.6 False None None False None False 89451.598 0 3564610 129265 None 13.9 Approacch Slab - M30 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) Cum 14663.56 14663.56 21.0 False None None False None False 307934.76 0 1721466918000 0 None None Roads PACKAGE 695 Shifting of Electrical Poles 2219341.13 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3564611 129266 None 1.01 HT Line RCC Pole-9 Mun Long, 145 kg WL No 10405.24 10405.24 20.0 False None None False None False 208104.8 0 3564612 129266 None 1.02 HT Lines PSCC Pile-9 Mtr Long, 200 Kg WL 3 RAR PSCC Pol-9 Mtr Long, 200 Kg WL. No 7010.38 7010.38 65.0 False None None False None False 455674.7 0 3564613 129266 None 1.03 R&R PSCC Pol-9 Mtr Long, 200 Kg WL No 2055.56 2055.56 115.0 False None None False None False 236389.4 0 3564614 129266 None 1.04 R&R 11KV DP Structure Set 12088.06 12088.06 13.0 False None None False None False 157144.78 0 3564615 129266 None 1.05 11 MV, Horizontal Cress Arms with clamps, HIST 5 supports, bolts, nuts and washers for RCC Pole - Mtr Long, 145 Kg WI Set 1079.7 1079.7 60.0 False None None False None False 64782.0 0 3564616 129266 None 1.06 R&R 11 VV, Horizontal Cross Arm with dampt, HTST 6supports, beita, nuts and washers for PSCC Pole-9 Mtr long Set 609.82 609.82 115.0 False None None False None False 70129.3 0 3564617 129266 None 1.07 11 MV, 45 KN Polymeric Insulator No 219.48 219.48 39.0 False None None False None False 8559.72 0 3564618 129266 None 1.08 Guy Set Complete with No. 15 Strain Insulator & Concreting matrials Set 2080.34 2080.34 31.0 False None None False None False 64490.54 0 3564619 129266 None 1.09 Guy concreting with Boulders, Mud and Sand No 295.36 295.36 31.0 False None None False None False 9156.16 0 3564620 129266 None 1.10 Concreting materiala for 9 mtr PSC Pole Pale concreting 1:2:4, 500x500x1650 mm Each 4052.12 4052.12 75.0 False None None False None False 303909.0 0 3564621 129266 None 1.11 Concreting materiala for 9 mtr PSC Pole Coping 1:2:4 (as per actuals) 11KV Line Height Raisers Each 368.16 368.16 75.0 False None None False None False 27612.0 0 3564622 129266 None 1.12 11KV Line Height Raisers Set 3093.96 3093.96 25.0 False None None False None False 77349.0 0 3564623 129266 None 1.13 11KV Pin insulators(Polymeric) No 241.9 241.9 165.0 False None None False None False 39913.5 0 3564624 129266 None 1.14 Releasing & Re stringing of Rabbit conductor Km 9777.36 9777.36 30.7 False None None False None False 300164.952 0 3564625 129266 None 1.15 Spiral Earth Electrode No 391.76 391.76 60.0 False None None False None False 23505.6 0 3564626 129266 None 1.16 DTC Center R&R of SP Transformer Structure suitable for 25KVA (Using 9 Mtr RCC Poles) No 7737.14 7737.14 2.0 False None None False None False 15474.28 0 3564627 129266 None 1.17 11 KV, 5KN Polymeric Pin Insulato Set 260.78 260.78 6.0 False None None False None False 1564.68 0 3564628 129266 None 1.18 11KV Polymeric Disc insulators No 238.36 238.36 6.0 False None None False None False 1430.16 0 3564629 129266 None 1.19 Releasing & Re erection of 25KVA Transformer No 2674.7 2674.7 2.0 False None None False None False 5349.4 0 3564630 129266 None 1.20 Guy Set Complete with No.15 strain insulator Set 2080.34 2080.34 4.0 False None None False None False 8321.36 0 3564631 129266 None 1.21 Earthing materials pipe type for grounding Set 3160.04 3160.04 5.0 False None None False None False 15800.2 0 3564632 129266 None 1.22 Guy concreting with Boulders, Mud and Sand No 295.0 295.0 4.0 False None None False None False 1180.0 0 3564633 129266 None 1.23 GI Wire 8 SWG Kg 88.54 88.54 10.0 False None None False None False 885.4 0 3564634 129266 None 1.24 Guy wire 7/10 SWG Kg 91.13 91.13 20.0 False None None False None False 1822.6 0 3564635 129266 None 1.25 R&R LT Protection Kit No 2367.14 2367.14 2.0 False None None False None False 4734.28 0 3564636 129266 None 1.26 R&R of LT Wiring (From DTC to LT Line No 2127.66 2127.66 2.0 False None None False None False 4255.32 0 3564637 129266 None 1.27 R&R11kV Solid Core Type HG Fuse Unit No 1261.42 1261.42 2.0 False None None False None False 2522.84 0 3564638 129266 None 1.30 Charges Compensation etc No 4100.0 4100.0 1.0 False None None False None False 4100.0 0 3564639 129266 None 1.31 Decommissioning Estimate Charge No 105015.16 105015.16 1.0 False None None False None False 105015.16 0 1721466918000 0 None None Roads PACKAGE 695 Maintenance 1st Year Routine Maintenance 0.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3564640 129267 None 10.2 Vol III Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications etc. inclusive of all lift and leads and all complete as per the direction of Engineer- in-charge. MORTH Specification No.3003 - - 299.80 Sqm Qty to be Executed Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3564641 129267 None 10.5 Vol III Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm (using VG-30 Grade Bitumen) Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 - 0 Sqm Qty to be Executed Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3564642 129267 None 1.12 Vol I Nala Training: Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. - 30 Cum Qty to be Executed Cum 0.01 0.01 0.01 False None None False None False 0.0001 0 3564643 129267 None 2.6 Vol III Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in- charge - 11.99 Sqm Qty to be Executed Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3564644 129267 None 10.3 Vol III Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in-charge. MORTH Specification No. 3003 - 89.94 Sqm Qty to be Executed Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 1721466918000 0 None None Roads PACKAGE 695 Routine maintenance cost for 2nd Year 0.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3564645 129268 None 2.6 Vol III Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in- charge. - 17.99 Sqm Qty to be Execuetd 100 Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3564646 129268 None 10.3 Vol III Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in-charge. - 89.94 Sqm Qty to be Executed Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3564647 129268 None 10.2 Vol III Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications etc. inclusive of all lift and leads and all complete as per the direction of Engineer- in-charge - 299.80 Sqm Qty to be Executed Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3564648 129268 None 10.5 Vol III Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm (using VG-30 Grade Bitumen) Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 PWD SoR for Roads & Bridges - 0 Sqm Qty to be Executed Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3564649 129268 None 1.12 Vol I Nala Training: Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. - 30 Cum Qty to be Executed Cum 0.01 0.01 0.01 False None None False None False 0.0001 0 1721466918000 1 None None Roads PACKAGE 695 Routine maintenance cost for 3rd Year 171182.25 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3564650 129269 None 10.2 Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications etc. inclusive of all lift and leads and all complete as per the direction of Engineer- in-charge.. MORTH Specification No.3003 Sqm 134.6 134.6 299.8 False None None False None False 40353.08 0 3564651 129269 None 10.5 Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm (using VG-30 Grade Bitumen) Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 Sqm 591.15 591.15 112.42 False None None False None False 66457.083 0 3564652 129269 None 16.22 Maintenance of Road Signs- Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory /cautionary / informatory and place identifications sign board as perdrawings and technical specification etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in-charge. Clause 1910 Km 2753.15 2753.15 1.5 False None None False None False 4129.725 0 3564653 129269 None 16.24 Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones-Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 Painting two coats with synthetic enamel paint etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in-charge. No 285.86 285.86 16.0 False None None False None False 4573.76 0 3564654 129269 None 1.12 Nala Training: Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. Cum 131.82 131.82 30.0 False None None False None False 3954.6 0 3564655 129269 None 8.10 Painting of Parapet walls of CD work. Painting two coats on New Concrete Surface : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete as per specifications. etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in charge. MORTH Specification No. 803 Sqm 151.25 151.25 205.2 False None None False None False 31036.5 0 3564656 129269 None 2.6 Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in- charge. Sqm 545.4 545.4 17.99 False None None False None False 9811.746 0 3564657 129269 None 10.3 VOL III Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in-charge. MORTH Specification No. 3003 Sqm 54.1 54.1 89.94 False None None False None False 4865.754 0 3564658 129269 None 8.4 Vol III Printing New Letter and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade English and Roman Centimeter 1.25 1.25 4800.0 False None None False None False 6000.0 0 1721466918000 1 None None Roads PACKAGE 695 Routine maintenance cost for 4th Year 129928.21 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3564659 129270 None 2.6 Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in- charge. Sqm 564.83 564.83 17.99 False None None False None False 10161.2917 0 3564660 129270 None 10.3 Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in-charge. MORTH Specification No. 3003 Sqm 56.05 56.05 89.94 False None None False None False 5041.137 0 3564661 129270 None 10.2 Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications etc. inclusive of all lift and leads and all complete as per the direction of Engineer- in-charge.. MORTH Specification No.3003 Sqm 139.41 139.41 299.8 False None None False None False 41795.118 0 3564662 129270 None 10.5 Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm (using VG-30 Grade Bitumen) Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 Sqm 612.3 612.3 112.42 False None None False None False 68834.766 0 3564663 129270 None 1.12 Nala Training: Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. Cum 136.53 136.53 30.0 False None None False None False 4095.9 0 1721466918000 0 None None Roads PACKAGE 695 Routine maintenance cost for 5th Year 205611.06 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3564664 129271 None 2.6 Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in- charge. Sqm 584.31 584.31 17.99 False None None False None False 10511.7369 0 3564665 129271 None 10.3 Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in-charge. MORTH Specification No. 3003 Sqm 57.98 57.98 89.94 False None None False None False 5214.7212 0 3564666 129271 None 10.2 Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications etc. inclusive of all lift and leads and all complete as per the direction of Engineer- in-charge.. MORTH Specification No.3003 Sqm 144.21 144.21 299.8 False None None False None False 43234.158 0 3564667 129271 None 10.5 Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm (using VG-30 Grade Bitumen) Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 Sqm 633.37 633.37 224.85 False None None False None False 142413.2445 0 3564668 129271 None 1.12 Nala Training: Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. Cum 141.24 141.24 30.0 False None None False None False 4237.2 0 1721466919000 0 None None Roads PACKAGE 695 6th Year (Renewal) 12911541.49 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3564669 129272 None 16.22 Maintenance of Road Signs- Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory /cautionary / informatory and place identifications sign board as perdrawings and technical specification etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in-charge. Clause 1910 Km 3048.13 3048.13 1.5 False None None False None False 4572.195 0 3564670 129272 None 16.24 Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones-Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 Painting two coats with synthetic enamel paint etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in-charge. No 316.49 316.49 16.0 False None None False None False 5063.84 0 3564671 129272 None 8.10 Painting of Parapet walls of CD work. Painting two coats on New Concrete Surface : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete as per specifications. etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in charge. MORTH Specification No. 803 Sqm 167.46 167.46 205.2 False None None False None False 34362.792 0 3564672 129272 None 5.3 Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in-charge. Sqm 18.43 18.43 22485.0 False None None False None False 414398.55 0 3564673 129272 None 5.16 Bituminous Concrete Grading II for traffic 20 MSA Providing and laying Bituminous Concrete with 40/ 60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects Cum 16829.28 16829.28 674.55 False None None False None False 11352190.824 0 3564674 129272 None 8.15 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in-charge. Sqm 814.27 814.27 999.6 False None None False None False 813944.292 0 3564675 129272 None 8.43 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of tachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in charge. No 560.77 560.77 500.0 False None None False None False 280385.0 0 3564676 129272 None 8.4 Vol III Printing New Letter and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade English and Roman Centimeter 1.38 1.38 4800.0 False None None False None False 6624.0 0 1721466919000 0 None None Roads PACKAGE 695 Road Furinture 2149904.97 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3564677 129273 None 8.16 Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC Ordinary kilometer stone (precast) No 3626.55 3626.55 2.0 False None None False None False 7253.1 0 3564678 129273 None 8.16 Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC 200 m stone (precast) No 1043.23 1043.23 8.0 False None None False None False 8345.84 0 3564679 129273 None 8.15 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. Sqm 656.67 656.67 1069.6 False None None False None False 702374.232 0 3564680 129273 None 8.6 90 cm equilateral triangle No 5882.77 5882.77 8.0 False None None False None False 47062.16 0 3564681 129273 None 8.6 60 cm circular No 5388.41 5388.41 6.0 False None None False None False 32330.46 0 3564682 129273 None 8.6 90 mm x 75 mm rectangular No 8238.11 8238.11 2.0 False None None False None False 16476.22 0 3564683 129273 None 8.6 60 mm x 50 mm rectangular No 5512.31 5512.31 6.0 False None None False None False 33073.86 0 3564684 129273 None 8.6 60 cm x 45 cm rectangular No 5294.24 5294.24 10.0 False None None False None False 52942.4 0 3564685 129273 None 8.17 Road Delineators Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings. No 2504.02 2504.02 52.0 False None None False None False 130209.04 0 3564686 129273 None 8.43 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warrantyfor satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. Each 452.23 452.23 500.0 False None None False None False 226115.0 0 3564687 129273 None 1.17.1 Excavation for Pipe Line Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. Depth upto 1.5 m, In all kinds of Soil Cum 327.1 327.1 60.48 False None None False None False 19783.008 0 3564688 129273 None 8.29 Cable Duct Across the Road Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 -1997 and approved drawings. Single row for one utility service m 2740.67 2740.67 168.0 False None None False None False 460432.56 0 3564689 129273 None 13.14 Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2. Sqm 104.08 104.08 1308.6 False None None False None False 136199.088 0 3564690 129273 None 8.32 Supplying & fixing of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered, LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand tempertures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typicl frequency of blinking is 1 Hz. There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be less than 10 mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the Engineer Each 2601.9 2601.9 20.0 False None None False None False 52038.0 0 3564691 129273 None 8.60.2 Providing Speed Breakers/Raised pedestrian crossings in Trapezoidal section with 2.5 m Top width and transition length of 0.8 m length and height of 0.1 m as per IRC 99:2018 using Dense Bituminous Macadam (DBM) Gr II and Bituminous Concrete (BC) Gr II for entire formation width & WBM Gr II for Shoulder hump portion only (150 mm thick), completing with road marking paint with applied thermoplastic compound with reflecting glass beeds on bituminous surface and providing 2 Nos. retro reflective traffic signs as per IRC 67 -2022 No 56317.5 56317.5 4.0 False None None False None False 225270.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1721466918000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1721466918000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1721466918000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by any State Government / Government of India /Union Territory. None 1721466918000 0 None None ELIGIBILITY It shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of e-Procurement on or before the last date and time of bid submission. None 1721466918000 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 1721466918000 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 1721466918000 0 None None ELIGIBILITY Bidder shall pay Contract Management Module processing fees prescribed as per E procurement soon after contract has been issued to bidder. None 1721466918000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None 1721466918000 0 None None ELIGIBILITY The tenderer shall bear all costs associated with the preparation and submission of his tender, and the employer will in no case be responsible and liable for those costs None 1721466918000 0 None None ELIGIBILITY The cost of the Tender form shall not be refundable. None 1721466918000 0 None None ELIGIBILITY The employer is not responsible for any delay in accessing E - Procurement Portal. None 1721466918000 0 None None ELIGIBILITY Contractors Should be registered with KPWD Class I Registration. None 1721466918000 0 None None ELIGIBILITY Royalty on construction materials and other taxes will be deducted as per prevailing Govt orders. None 1721466918000 0 None None ELIGIBILITY To qualify for award of this contract, each tenderer should upload all details and documents as per Technical and Financial bid attached to this tender. None 1721466918000 0 None None ELIGIBILITY Materials like bitumen, steel, cement etc.,required for the work shall be procured by the tenderer themselves and should got them tested by the quality control authority before use in the work. None 1721466918000 0 None None ELIGIBILITY As per Karnataka state Government order LD/300/LET/2006 Bangalore dated 01.01.2007 and Government letter no PW/134/BMS/2007 dated 27.07.2007, a sum amounting to 1% of the bill amount will be deducted towards constructions labour welfare fund. None 1721466918000 0 None None ELIGIBILITY All the formats prescribed in the bid document shall be filled by the tenderer in complete manner otherwise it will be rejected. None 1721466918000 0 None None ELIGIBILITY All scanned documents to be uploaded shall be in original and the Chief Engineer reserves the right to verify the documents before approval. None 1721466918000 0 None None ELIGIBILITY If the tenderer fails to comply with any of the conditions in the technical bid, their financial bid will be liable to be rejected. None 1721466918000 0 None None ELIGIBILITY 0riginal documents / Certificates shall be produced by the Tenderer as mentioned in the Bid document. None 1721466918000 0 None None ELIGIBILITY Item rates are inclusive of 18% GST. Hence the Bidders must Quote the Rates inclusive of GST. None 1721466918000 0 None None ELIGIBILITY GST Shall not be paid separately. None 1721466918000 0 None None ELIGIBILITY Pot holes shall be rectified irrespective of quantities during DLP & Maintenance period. None 1721466918000 0 None None ELIGIBILITY All the items includes all Leads and Lifts, Loading and Unloading, transportation charges, Cost of all materials, Labour, HOM of machineries as per Standard specifications and as directed by the Engineer-in-charge of the work and all other incidental items which are necessary for the successful completion of the work None 1721466918000 0 None None ELIGIBILITY The employer reserves the rights to reject one or all tender without assigning any reason. None 1721466918000 0 None None ELIGIBILITY Financial year will be reckoned as the period between first day of April and thirty first day of March inclusive None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None 3.2 - To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e.,2019-20, 2020-21, 2021-22, 2022-23 & 2023-24 (b) Satisfactorily completed as prime contractor, at least one similar nature of work value not less than Rs.481.20Lakhs. Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Work done certificate issued by an officer of rank not below the rank of EE or equivalent Bill copies shall not be accepted None None None None 3.2 c) - To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2019-20, 2020-21, 2021-22, 2022-23 & 2023-24 Executed in any one financial year, the following minimum quantities of work: 1. Earth Work for Embankment/ Subgrade/ Shoulders : 16868.38Cum2. GSB/WMM : 7840.57Cum 3. BM/SDBC/DBM/BC : 2248.50Cum 4.Dry Lean Concrete (DLC)/ Plain Cement Concrete (PCC) : 123.35Cum 5. Reinforced Cement Concrete (RCC) M20 & higher grades : 531.80Cum Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Work done certificate issued by an officer of rank not below the rank of EE or equivalent None None None None 3.3(b) - Each Tenderer should further demonstrate: Availability by owning(i) Machineries to be owned: 1.Hot Mix Plant with Electronic Controls 40-60 TPH and higher capacity: 1 No 2.Mechanical Paver Finisher:1 No 3. Static Road Roller/ Vibratory Road Roller: 2 Nos. 4.Tippers : 4Nos Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Original purchase invoice, Rc book for own None None None None 3.3(b) - Each Tenderer should further demonstrate: Availability by (ii) Machineries could be on Lease/Hire: 1.Wet Mix Plant / Pug mill : 1 No. 2.Truck mounted Bitumen Sprayer: 1 No 3. Motor Grader: 1 No. 4.Excavator 0.90 Cum Bucket Capacity:1 No 5.Tipper Trucks:3 Nos 6.Self Loading Concrete Mixer 2 M3 Capacity:1 Nos Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Hire / Lease agreement with original invoice of the original owner and specifying period of lease / hire None None None None Section 2 ITT 3.7 - Tenderers who meet the above specified minimum qualifying criteria, will only be qualified, if their available tender capacity is more than the total tender value. The available tender capacity will be calculated as under:-Assessed available tender capacity is (AXNX1.5 - B) Where, A is Maximum value of civil engineering works executed in any one year during the last five years (updated to 2019-20 to 2023-24 price level) taking into account the completed as well as works in progress.N is Number of years prescribed for completion of the works for which tenders are invited.B Value, at 2023-24 price level, of existing commitments and on-going works to be completed during the next 11months (period of completion of the works for which Tenders are invited) Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Work done, Balance work done certificate issued by an officer of rank not below the rank of EE or equivalent None None None None 3.2 - To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2019-20, 2020-21, 2021-22, 2022-23 & 2023-24 (a) Achieved in at least two financial years a minimum financial turnover (in all classes of Civil Engineering construction works only of Rs..1924.80Lakhs. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Turnover certificate from Registered Chartered Accountant, Balance sheet and Income tax returns None None None None 3.3 - Each Tenderer should further demonstrate (c) liquid assets and/or availability of credit facilities of not less than Rs.288.72Lakhs (Credit lines/ letter of credit/ certificates from nationalized banks for meeting the fund requirement etc.) Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Bankers certificate in the prescribed format issued by Nationalized bank as per KW-4 None None None None SECTION 11: AFFIDAVIT On a Stamp Paper of Rs 100 duly Notarized Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- SECTION 11: AFFIDAVIT On a Stamp Paper of Rs 100 duly Notarized None None None None NIL Others NIL createdTs version createdDate modifiedDate documentName None None None None Others -- NIL None None None None NIL Others NIL createdTs version createdDate modifiedDate documentName None None None None Others -- NIL None None None None NIL Others NIL createdTs version createdDate modifiedDate documentName None None None None Others -- NIL None None None None NIL Others NIL createdTs version createdDate modifiedDate documentName None None None None Others -- NIL None None None None NIL Others NIL createdTs version createdDate modifiedDate documentName None None None None Others -- NIL None None None None NIL Others NIL createdTs version createdDate modifiedDate documentName None None None None Others -- NIL None None None None NIL Others NIL createdTs version createdDate modifiedDate documentName None None None None Others -- NIL None None None None NIL Others NIL createdTs version createdDate modifiedDate documentName None None None None Others -- NIL None None None None NIL Others NIL createdTs version createdDate modifiedDate documentName None None None None Others -- NIL None None None None NIL Others NIL createdTs version createdDate modifiedDate documentName None None None None Others -- NIL None None None None NIL Others NIL createdTs version createdDate modifiedDate documentName None None None None Others -- NIL None None None None NIL Others NIL createdTs version createdDate modifiedDate documentName None None None None Others -- NIL
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate True Technical Bid Company Registration Certificate True Technical Bid KPWD Registration Certificate True Technical Bid Details of Committed Works True Technical Bid Copies of Tax Registration True Technical Bid GST Certificate True Technical Bid Bid Capacity Calculation as per KW Document True Technical Bid Bankers certificate in the prescribed format issued by Nationalized bank as per KW-4- True Technical Bid Work done Certificate issued by not below rank of Executive Engineer True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1721472270000 version 0 createdDate None modifiedDate None blockNumber Chief Project Officer, Project Implementation Unit, State Highway Development Project, Pwd Annex Building, K R Circle, Bengaluru 560001 street None city Bengaluru state Karnataka pin 560001
tenderRecallDTO	None