| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1720594837000 | 0 | None | None | Roads | CONSTRUCTION OF ROAD | 9531100.76 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3502148 | 125200 | None | Vol III P.No. 9 I. No.2.4 | 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 ii) In area of thorny jungle | Sqm | 508.2 | 508.2 | 56.0 | False | None | None | False | None | False | 28459.2 | 0 | | 3502149 | 125200 | None | 1.12 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work In all kinds of soils upto 300 mm depth | Cum | 99.75 | 99.75 | 762.55 | False | None | None | False | None | False | 76064.3625 | 0 | | 3502150 | 125200 | None | 16.8 | Construction of unlined surface drains of average cross sectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.Mechanical Means | Rmtr | 26.25 | 26.25 | 4000.0 | False | None | None | False | None | False | 105000.0 | 0 | | 3502151 | 125200 | None | 3.4 | Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator | Sqm | 5.25 | 5.25 | 3450.0 | False | None | None | False | None | False | 18112.5 | 0 | | 3502152 | 125200 | None | 3.7 | Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. | Cum | 110.25 | 110.25 | 1000.0 | False | None | None | False | None | False | 110250.0 | 0 | | 3502153 | 125200 | None | 1.7 | 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. (Royalty shall be recovered @ Rs. 60.00/m3) | Cum | 124.95 | 124.95 | 762.55 | False | None | None | False | None | False | 95280.6225 | 0 | | 3502154 | 125200 | None | 1.8 | 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 | Cum | 497.7 | 497.7 | 544.38 | False | None | None | False | None | False | 270937.926 | 0 | | 3502155 | 125200 | 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 | 517.65 | 517.65 | 2880.0 | False | None | None | False | None | False | 1490832.0 | 0 | | 3502156 | 125200 | None | 16.10 | Construction of Granular Sub-Base by Mix in Place Method by providing well graded Gravel, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification. | Cum | 1498.35 | 1498.35 | 1750.0 | False | None | None | False | None | False | 2622112.5 | 0 | | 3502157 | 125200 | None | 4.14 | Water Bound MacadamProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.A By Manual Means(i) Grading-I (63 mm to 45 mm)(a) Using Screening Crushable type such as Moorum or Gravel | Cum | 2272.2 | 2272.2 | 570.0 | False | None | None | False | None | False | 1295154.0 | 0 | | 3502158 | 125200 | None | 4.14 | Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.A By Manual Means (ii) Grading-II (53 mm to 22.4 mm)(b) Using Screening Type B (11.2mm agg) | Cum | 2526.3 | 2526.3 | 570.0 | False | None | None | False | None | False | 1439991.0 | 0 | | 3502159 | 125200 | None | 5.1 | Prime Coat over WMM/WBM (i) 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/m2 using mechanical means. | Sqm | 43.05 | 43.05 | 7500.0 | False | None | None | False | None | False | 322875.0 | 0 | | 3502160 | 125200 | None | 5.4 | Tack coat on Granular surface treated with primer Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface. | Sqm | 14.7 | 14.7 | 7500.0 | False | None | None | False | None | False | 110250.0 | 0 | | 3502161 | 125200 | None | 8.16 | Mix Seal Surfacing Providing, laying and rolling of Close-Graded Premix Carpet (OGPC) surfacing material by Manual Means of 20 mm thickness composed 13.2 mm to 0.9 mm (Type-B) aggregates using VG30 bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification | Cum | 184.8 | 184.8 | 7500.0 | False | None | None | False | None | False | 1386000.0 | 0 | | 3502162 | 125200 | None | 8.16 | Kilometre Stone 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) each 2,927.00 | No | 3073.35 | 3073.35 | 3.0 | False | None | None | False | None | False | 9220.05 | 0 | | 3502163 | 125200 | None | 8.16 | Kilometre Stone 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) each 842.00 | Nos | 884.1 | 884.1 | 8.0 | False | None | None | False | None | False | 7072.8 | 0 | | 3502164 | 125200 | None | 8.18 | Boundary pillar / Guard Stone 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 | 785.4 | 785.4 | 50.0 | False | None | None | False | None | False | 39270.0 | 0 | | 3502165 | 125200 | None | 8.13 | Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work
Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164:2015 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control Up to 10 cm in width | Sqm | 180.6 | 180.6 | 400.0 | False | None | None | False | None | False | 72240.0 | 0 | | 3502166 | 125200 | None | 8.5 | 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 equilateral triangle | Nos | 3754.8 | 3754.8 | 6.0 | False | None | None | False | None | False | 22528.8 | 0 | | 3502167 | 125200 | None | 8.54 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long
painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 | No | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 |
| | 1720594837000 | 0 | None | None | Roads | Construction of HPC1000 mm Dia | 177322.9 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3502168 | 125201 | None | 1.4.1 | Earth work excavation by manual means for drains,canals and similar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work In all kinds of soils Depth upto 1.5 m | Cum | 254.1 | 254.1 | 7.2 | False | None | None | False | None | False | 1829.52 | 0 | | 3502169 | 125201 | None | 2.1.2 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5947.2 | 5947.2 | 0.9 | False | None | None | False | None | False | 5352.48 | 0 | | 3502170 | 125201 | 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 | 8911.82 | 8911.82 | 7.74 | False | None | None | False | None | False | 68977.4868 | 0 | | 3502171 | 125201 | None | 2.11.a | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings | Tonne | 82961.55 | 82961.55 | 0.464 | False | None | None | False | None | False | 38494.1592 | 0 | | 3502172 | 125201 | None | 16.15 | Providing and Laying Reinforced Cement Concrete Pipe NP2 as per design in Single Row 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.a. 120 | Rmtr | 8355.9 | 8355.9 | 7.5 | False | None | None | False | None | False | 62669.25 | 0 |
| | 1720594837000 | 0 | None | None | Roads | Construction of HPC 900 mm Dia | 177322.9 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3502173 | 125202 | None | 1.4.1 | Earth work excavation by manual means for drains,canals and similar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work In all kinds of soils Depth upto 1.5 m | Cum | 254.1 | 254.1 | 7.2 | False | None | None | False | None | False | 1829.52 | 0 | | 3502174 | 125202 | None | 2.1.2 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5947.2 | 5947.2 | 0.9 | False | None | None | False | None | False | 5352.48 | 0 | | 3502175 | 125202 | 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 | 8911.82 | 8911.82 | 7.74 | False | None | None | False | None | False | 68977.4868 | 0 | | 3502176 | 125202 | None | 2.11.a | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings | Tonne | 82961.55 | 82961.55 | 0.464 | False | None | None | False | None | False | 38494.1592 | 0 | | 3502177 | 125202 | None | 16.15.b | Providing and Laying Reinforced Cement Concrete Pipe NP2 as per design in Single Row 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.a. 120 | Rmtr | 8355.9 | 8355.9 | 7.5 | False | None | None | False | None | False | 62669.25 | 0 |
| | 1720594837000 | 0 | None | None | Roads | Construction of HPC 900 mm Dia at 1.00 Km | 177322.91 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3502178 | 125203 | None | 1.4.1 | Earth work excavation by manual means for drains,canals and similar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work In all kinds of soils Depth upto 1.5 m | Cum | 254.1 | 254.1 | 7.2 | False | None | None | False | None | False | 1829.52 | 0 | | 3502179 | 125203 | None | 2.1.2 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5947.2 | 5947.2 | 0.9 | False | None | None | False | None | False | 5352.48 | 0 | | 3502180 | 125203 | 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 | 8911.82 | 8911.82 | 7.74 | False | None | None | False | None | False | 68977.4868 | 0 | | 3502181 | 125203 | None | 2.11.a | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings | Tonne | 82961.58 | 82961.58 | 0.464 | False | None | None | False | None | False | 38494.17312 | 0 | | 3502182 | 125203 | None | 16.15 | Providing and Laying Reinforced Cement Concrete Pipe NP2 as per design in Single Row 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.a. 120 | Rmtr | 8355.9 | 8355.9 | 7.5 | False | None | None | False | None | False | 62669.25 | 0 |
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|---|
| generalCriterionList | | createdTs | version | createdDate | modifiedDate | criterionType | description | tenderEligibilityCriterionDocumentList |
|---|
| 1720594838000 | 0 | None | None | ELIGIBILITY | Tenders from Joint ventures are not acceptable. | None | | 1720594838000 | 0 | None | None | ELIGIBILITY | Bidders shall not be under a declaration of ineligibility for
corrupt and fraudulent practices issued by Government of Karnataka
| None | | 1720594838000 | 0 | None | None | ELIGIBILITY | Bidders shall ensure upload of relevant document certifying his/her status as Scheduled Caste/ Scheduled Tribe/other reserved category as prescribed in the tender document. | None | | 1720594838000 | 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 | | 1720594838000 | 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 | | 1720594852000 | 0 | None | None | ELIGIBILITY | The agency shall furnish affidavit stating that existing commitments furnished by him are true. If found falls action shall be taken as per rules. | None | | 1720594857000 | 0 | None | None | ELIGIBILITY | The bidder shall bear all costs associated with the preparation and submission of each tender and the employer will in no case be responsible and liable for those costs. The department is not responsible for any delay in accessing KPPP portal. | None | | 1720594862000 | 0 | None | None | ELIGIBILITY | As per Karnataka State Government order No.LD/300/LET/2006 Bangalore Dated 01.01.2007 and Government Letter No.PW/134/BMS/2007 Dated 27.7.2007, a sum amounting to 1%of the bill amount will be deducted towards Construction Labour Welfare fund. | None | | 1720594871000 | 0 | None | None | ELIGIBILITY | The Employer reserves the right to reject any or all Tenders without assigning any reason. | None | | 1720594876000 | 0 | None | None | ELIGIBILITY | Conditional tenders will not be accepted | None | | 1720594882000 | 0 | None | None | ELIGIBILITY | Financial Year will be reckoned as the period between first day of April and Thirty first day of March of succeeding year. (both days inclusive) | None | | 1720594887000 | 0 | None | None | ELIGIBILITY | Constructive materials & other taxes as per the prevailing Government Orders at the time of execution and including cost and conveyance of all materials, curing, loading and unloading, with all leads & lifts, labour, hire charges of all machineries & equipments and all incidental charges etc., complete necessary for completion of work. All the Items shall be executed as directed by the Engineer-in-charge of the work. | None | | 1720594891000 | 0 | None | None | ELIGIBILITY | The Tenderer shall obtain the required work done certificates from the Competent Authority not below the rank of Executive Engineer or equivalent. And scan the original certificates and attach the scanned file to the bid. The Original Certificate/certificates shall be produced at the time of opening of technical bids for physical verification. | None | | 1720594896000 | 0 | None | None | ELIGIBILITY | The Tenderer shall note that the Tenders of those found Eligible as mentioned in Clause 3 -Qualification of the Tenderer in Section 2: Instructions to Tenderers (ITT), will only be considered for evaluation. | None | | 1720594900000 | 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 KPPP portal due to internet connectivity issues and technical glitches at bidders end. | None | | 1720594905000 | 0 | None | None | ELIGIBILITY | The tenderer shall furnish required information in all prescribed formats. Scan & upload all the original documents/Formats required for this bid to the KPPP portal. The Original documents/ Formats shall be produced at the time of opening of technical bid for physical verification. | None | | 1720594910000 | 0 | None | None | ELIGIBILITY | The tenderer shall note that the scanned Documents shall also be up loaded in the tasks created under Document/ Evidence required from the bidder. | None | | 1720594914000 | 0 | None | None | ELIGIBILITY | All materials required for this work shall be procured by the bidder himself and should got tested by the quality control authorities at his own cost before use on the work. | None | | 1720594919000 | 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 bid document KW4 KPWD and further orders theron. | None | | 1720594923000 | 0 | None | None | ELIGIBILITY | The KPWD Code, KTTP Act/ Rules, Delegation of powers and other Government orders issued by Government from time to time will apply. | None | | 1720594927000 | 0 | None | None | ELIGIBILITY | If the office happens to be closed on the dates notified, next working day will holds good. | None | | 1720594932000 | 0 | None | None | ELIGIBILITY | The field laboratory shall preferably locate, adjacent to the site with the required amenity as per the clause. Failing which 1% of the amount of work done will be penalized. | None | | 1720594953000 | 0 | None | None | ELIGIBILITY | If undue delay caused by the contractor, the progressive damages caused to road will be assessed and make good at the cost and risk of the contractor. In addition, suitable action will be initiated against the contractor for the damage occurred during the undue delay period in accordance with the Karnataka Highway act 1964 | None | | 1720594957000 | 0 | None | None | ELIGIBILITY | All safety precautions, warning signs, night illumination, reflectors, deployment of security guards has to be ensured so that no untoward incident happens on account of negligence or any project activity till completion. Contractor should indemnify the client to that extent. | None | | 1720594962000 | 0 | None | None | ELIGIBILITY | Contractor should follow strictly the prevailing rules of labour act and applicable any law as concerned. | None | | 1720594967000 | 0 | None | None | ELIGIBILITY | 18%GST shall be paid to the tendered amount separately. | None | | 1720594971000 | 0 | None | None | ELIGIBILITY | The 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 | | 1720594976000 | 0 | None | None | ELIGIBILITY | Any dispute difference or claim arising out of, or in connection with, or relating to the present contract or the breach, termination or invalidity thereof shall be referred and settled under the Arbitration Centre - Karnataka (Domestic & International) Rules 2012, by one or more arbitrators appointed in accordance with its rules | None | | 1720594982000 | 0 | None | None | ELIGIBILITY | The Tenderer shall note that as per the Government Order No.FD/850/ EXP-12/15 dated 29-12-2015 and GO No.FD/130/EXP-12/15 dated 8-9-2015 & GO no 850-12/15 Dated 15-12-2016 the exemption from payment of EMD for Micro and small enterprises registered with NSIC under single point vendor registration scheme is applicable only for purchases, but not for works. | None | | 1720594987000 | 0 | None | None | ELIGIBILITY | Contractor should follow strictly the prevailing rules of labour act and applicable any other law as concerned to work. In case of any mishap, accidents are cause of death it is the duty of the contractor to settle the dispute at is own cost. In no way department is held responsible. | None | | 1720594992000 | 0 | None | None | ELIGIBILITY | The construction materials (Minerals Metal, Sand and Murum, etc.,) shall be bought from the authorized quarries along with the mineral dispatch permit or else 5 times the royalty will be deducted as penalty as per the Directions on the Director, Mines and Geology Department Bangalore Proceedings Dated 25-03-2013. | None | | 1720594996000 | 0 | None | None | ELIGIBILITY | The defect liability period is one (1) year from the date of actual completion of work. | None | | 1720595002000 | 0 | None | None | ELIGIBILITY | Financial turn over and Financial commitments of previous years shall be given weight age of 10% per year to bring them to the price level of 2024-25 in the technical qualification criteria. | None | | 1720595006000 | 0 | None | None | ELIGIBILITY | The tender period for completion of work is 11 (Eleven) Calendar months. (Including monsoon period) | None | | 1720595051000 | 0 | None | None | ELIGIBILITY | The Earnest Money Deposit Rs.1,51,000.00 through KPPP portal OR it shall be in two parts. Part (1) Rs. 1,00,000.00 through KPPP portal under any one of the option(CC/DD/NEFT/OTC) and Part (2) Balance EMD of Rs. 51,000.00 shall be in favour of the Executive Engineer, PRE Division Koppal, in the form of Bank Guarantee in the prescribed format obtained from any Nationalized/Scheduled Bank. The scanned copy of the original Part(2) EMD should be uploaded along with the Technical bid. The part (2) of the EMD shall be delivered to the Executive Engineer before the prescribed Date and time of opening of the Technical Bids | None | | 1720595057000 | 0 | None | None | ELIGIBILITY | The tenderer has to quote the rates are exclusive of GST and As per Government CIRCULAR NO:FD/447/EXPENDITURE | None | | 1720595062000 | 0 | None | None | ELIGIBILITY | Estimate rates are excluding GST and the prevailing GST 18 percent of APT is added in the form of Lumpsum in sanctioned estimate as per the guidelines in common SR 2021-22 GO PWD51 RDF 2019 Bengaluru Date:18-03-2022. Therefore, APT or ECV is excluding GST. In kppp portal there is no option to add GST separately over and above APT during DTS process. Hence even through the tender has been invited by opting for the INCLUSIVE option, the item wise rates do not include GST. Hence GST will be paid separately for the quoted amount as per the Govt. circular no FD/447/expenditur /12/2022/dt -30-07-2022. Therefore GST declaration certificate must be uploaded mandatory by the prospective bidders. | None | | 1720595066000 | 0 | None | None | ELIGIBILITY | All necessary arrangements shall be made and precaution taken to prevent completely or partially, damage to the structure or labours / employees during construction period. (As per recent Labour Act) Contractor shall be fully responsible for any damage to the structure during the construction and maintenance period.Any damage caused due to any reasons shall be rectified / replaced at his own cost as per the direction of Engineer in charge. Nothing shall be payable by the Department on account of inclusive of all such arrangements/ precautions work needed. | None | | 1720595074000 | 0 | None | None | ELIGIBILITY | All safety precautions, warning signs, night illumination, reflectors, deployment of security guards has to be ensured so that no untoward incident happens on account of negligence or any project activity till completion. Contractor should indemnify the client to that extent. | None | | 1720595080000 | 0 | None | None | ELIGIBILITY | The awarded Contractor has to submit his bills through e-MB for payment. (Billing is through e-Mb i.e., Contractor has to produce Soft copy and hard Copy of RA or Final bill for payments), as per the G.O. No. FD 56 Pro. Cell 2004, Bangalore Dated 18th January 2005. | None | | 1720595084000 | 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 KPPP portal due to internet connectivity issues and technical glitches at bidders end. | None | | 1720595088000 | 0 | None | None | ELIGIBILITY | It is mandatory to use Manufactured Sand as per Government Circular No.PWD 72 BMS 2013 dated 31-07-2013. also it is mandatory that the bidders should upload the required documents which demonstrate that, the bidder owns sand manufacturing unit or an agreement with manufactured sand suppliers. The manufactured sand that should be got tested to confirm IS 383-2007 before use. Further, the contractor shall have his own artificial sand manufacturing plant unit. | None | | 1720595092000 | 0 | None | None | ELIGIBILITY | The proposed methodology and program of construction, backed with equipment planning and deployment, duly supported with broad calculations and quality control procedures proposed to be adopted, justifying their capability of execution and completion of the work as per technical specifications within the stipulated period of completion should be furnished by the successful tenderer at the time of agreement. | None | | 1720595097000 | 0 | None | None | ELIGIBILITY | The Agency shall comply with ISO14001 (Environmental Management System) requirement during execution of work. | None | | 1720595102000 | 0 | None | None | ELIGIBILITY | The star rates in respect of specified materials (Cement, Steel and Bitumen) shall be payable as per GO No: FD/3/PCL/2008 Bangalore Dated 21.11.2008. | None |
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