| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1724666019000 | 0 | None | None | Roads | Improvements to Road | 11282071.81 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3856133 | 147438 | None | code01 | 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 rganic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer In area of light jungle Ch 0.00 to 3.965 km ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 3.93 | 3.93 | 11102.0 | False | None | None | False | None | False | 43630.86 | 0 | | 3856134 | 147438 | None | code02 | Surface Drains in Soil :Construction of unlined surface drains of average crosssectional 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 Ch 0.00 to 3.965 km ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 25.0 | 25.0 | 7930.0 | False | None | None | False | None | False | 198250.0 | 0 | | 3856135 | 147438 | None | code03 | Preparation of Foundation for Embankment :Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator. Ch 0.00 to 3.965 km ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 6.0 | 6.0 | 14868.75 | False | None | None | False | None | False | 89212.5 | 0 | | 3856136 | 147438 | None | code04 | Stabilized Sub-base/Base: Providing, Laying, Spreading and Compacting in-situ/borrow area soil of CBR 5% mixed with 30% 40mm downsize crushed Aggregate.Application: (1) Rip and loosen soil soil with excavator/tractor operated ripper and scarify with tractor operated rotavator to achieve desired thickness. Mix aggregates as per mix design with rotavator. (2) Spread OPC Cement 3% by weight of soil aggregates mix and mix with tractor operated rotavator. (3) Prepare and apply Chemical (IRC Accreditation) to achieve strength of minimum 4.5mpa mixed in OMC water (1000 ppm TDS) on loose mix. Scarify the treated mix with rotavator. (4) Compact the stabilized soil-aggregate-cement base with 8 to 10 tonne vibratory roller to achieve the desired density and thickness. rates include all material, labour, hire charges of machinery etc. as per MoRD specifications, Tri-party agreement. IRC SO:89 2018 & direction of Engineer-in-Charge. Ch 0.00 to 3.965 km ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 2538.0 | 2538.0 | 951.6 | False | None | None | False | None | False | 2415160.8 | 0 | | 3856137 | 147438 | None | code05 | WBM Grading 2 Stone Screening: Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (B)By Mechanical Means. Ch 0.00 to 3.965 km ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 2406.0 | 2406.0 | 1115.16 | False | None | None | False | None | False | 2683074.96 | 0 | | 3856138 | 147438 | None | code06 | Construction of subgrade and earthern 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 Ch 0.00 to 3.965 km ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 493.0 | 493.0 | 2245.18 | False | None | None | False | None | False | 1106873.74 | 0 | | 3856139 | 147438 | None | code07 | Primer coat on Stabilized Soil surface. Providing and applying primer coat with bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of surface and spraying primer at the rate of 1.0 kg/ m2 using mechanical means as per Technical Specification. Ch 0.00 to 3.965 km ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 50.0 | 50.0 | 14868.75 | False | None | None | False | None | False | 743437.5 | 0 | | 3856140 | 147438 | None | code08 | Open - Graded Premix Surfacing : Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscosity grade bitumen VG-30 to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable Hot mix plant of capacity not less than 40/60 TPH laying and rolling with a smooth wheeled roller, finished to required level and grades. Ch 0.00 to 3.965 km ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 149.0 | 149.0 | 14868.75 | False | None | None | False | None | False | 2215443.75 | 0 | | 3856141 | 147438 | None | code09 | Seal Coat :Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 508 Case - II : Type B using VG-30 Bitumen Ch 0.00 to 1.982 km ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 52.0 | 52.0 | 7434.38 | False | None | None | False | None | False | 386587.76 | 0 | | 3856142 | 147438 | None | code10 | Microsurfacing as per IRC SP 81:2008 :Providing and laying Micro Surfacing Course Type II for traffic 1500CVPD with 6mm thickness as per IRC SP 81:2008 on existing structural sound & distressed pavement surface. (It is to be applied over an existing pavement surface which is structurally sound, but the surface is showing signs of premature ageing, aggregate loss, high degree of polishing, oxidation / hungry surface ) comprising of aggregates confirming to section 514 of MoRTH Specification. The Modified Bitumen Emulsion @ 10%, Filler cement @ 2%, Additive @ 0.5% and water as per requirement, aggregates as per Table 500-27. All these ingredients are mixed with required quantity of water to prepare semi fluid mass. The mix shall be spread mechanically using Microsurfacing Paver. The Cost includes cleaning of surface with Air compresser, laying and compacting to provide even riding surface and shall be rolling by Pneumatic Tyre Roller and ensure excessive movement does not occur, including cost of all materials, labour, usage charges of machinery, lead, lifts, loading, unloading, stacking, transporting, etc complete as per technical specification. Ch 1.982 to 3.965 km ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 163.0 | 163.0 | 7434.38 | False | None | None | False | None | False | 1211803.94 | 0 | | 3856143 | 147438 | None | code11 | Providing and fixing citizen informatory board : 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 mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.965 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 ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Nos | 9000.0 | 9000.0 | 1.0 | False | None | None | False | None | False | 9000.0 | 0 | | 3856144 | 147438 | None | code12 | Direction and Place Identification signs upto 0.9 sqm size board. A.Retro-reflectorised Traffic Signs. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 9010.0 | 9010.0 | 2.0 | False | None | None | False | None | False | 18020.0 | 0 | | 3856145 | 147438 | None | code13 | Kilometre Stone: Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast) Ordinary Kilometer Stone (Precast) ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Nos | 2927.0 | 2927.0 | 4.0 | False | None | None | False | None | False | 11708.0 | 0 | | 3856146 | 147438 | None | code14 | Kilometre Stone: Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast) 200 m stone (precast) ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Nos | 842.0 | 842.0 | 16.0 | False | None | None | False | None | False | 13472.0 | 0 | | 3856147 | 147438 | None | code15 | 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, emarcation at site and traffic control Up to 10 cm in width Ch 0.00 to 3.965 km ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 172.0 | 172.0 | 793.0 | False | None | None | False | None | False | 136396.0 | 0 |
| | 1724666019000 | 0 | None | None | Roads | Construction of 1 Rows CD (Pipe Culverts) | 474519.73 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3856148 | 147439 | None | code01 | Earth work excavation by Mechanical means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar 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. (I) IN All kinds of soil (i) Upto 3m depth ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 102.0 | 102.0 | 25.88 | False | None | None | False | None | False | 2639.76 | 0 | | 3856149 | 147439 | None | code02 | Filling approved earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Head Wall(Below head wall ) ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 433.0 | 433.0 | 87.79 | False | None | None | False | None | False | 38013.07 | 0 | | 3856150 | 147439 | None | code03 | Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification I) Granular material ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 1168.0 | 1168.0 | 13.06 | False | None | None | False | None | False | 15254.08 | 0 | | 3856151 | 147439 | None | code04 | Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates i) Nominal Mix 1:3:6 for Fdn ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 6217.0 | 6217.0 | 2.96 | False | None | None | False | None | False | 18402.32 | 0 | | 3856152 | 147439 | None | code05 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) For height upto 3.5m I. PCC grade M 15 (i) Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 6916.32 | 6916.32 | 25.87 | False | None | None | False | None | False | 178925.1984 | 0 | | 3856153 | 147439 | None | code06 | Providing and Laying Reinforced Cement Concrete Pipe NP3 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 parapet clause 1101.66 (B) 1000 mm dia ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Rmtr | 7958.0 | 7958.0 | 15.0 | False | None | None | False | None | False | 119370.0 | 0 | | 3856154 | 147439 | None | code07 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications (I) Stone/Boulder ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 1912.0 | 1912.0 | 18.0 | False | None | None | False | None | False | 34416.0 | 0 | | 3856155 | 147439 | None | code08 | 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 ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Tonne | 86206.0 | 86206.0 | 0.783 | False | None | None | False | None | False | 67499.298 | 0 |
| | 1724666019000 | 0 | None | None | Roads | Construction of 6 Rows CD (Pipe Culverts) | 915814.12 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3856156 | 147440 | None | code01 | Earth work excavation by Mechanical means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar 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. (I) IN All kinds of soil (i) Upto 3m depth ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 102.0 | 102.0 | 50.05 | False | None | None | False | None | False | 5105.1 | 0 | | 3856157 | 147440 | None | code02 | Filling approved earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Head Wall(Below head wall ) ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 433.0 | 433.0 | 150.08 | False | None | None | False | None | False | 64984.64 | 0 | | 3856158 | 147440 | None | code03 | Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification I) Granular material ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 1168.0 | 1168.0 | 39.18 | False | None | None | False | None | False | 45762.24 | 0 | | 3856159 | 147440 | None | code04 | Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates i) Nominal Mix 1:3:6 for Fdn ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 6217.0 | 6217.0 | 5.58 | False | None | None | False | None | False | 34690.86 | 0 | | 3856160 | 147440 | None | code05 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) For height upto 3.5m I. PCC grade M 15 (i) Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 6916.32 | 6916.32 | 41.3 | False | None | None | False | None | False | 285644.016 | 0 | | 3856161 | 147440 | None | code06 | Providing and Laying Reinforced Cement Concrete Pipe NP3 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 parapet clause 1101.66 (B) 1000 mm dia ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Rmtr | 7958.0 | 7958.0 | 45.0 | False | None | None | False | None | False | 358110.0 | 0 | | 3856162 | 147440 | None | code07 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications (I) Stone/Boulder ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 1912.0 | 1912.0 | 9.0 | False | None | None | False | None | False | 17208.0 | 0 | | 3856163 | 147440 | None | code08 | 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 ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Tonne | 86206.0 | 86206.0 | 1.21 | False | None | None | False | None | False | 104309.26 | 0 |
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| generalCriterionList | | createdTs | version | createdDate | modifiedDate | criterionType | description | tenderEligibilityCriterionDocumentList |
|---|
| 1724666021000 | 0 | None | None | ELIGIBILITY | Tenders from Joint ventures are not acceptable. | None | | 1724666021000 | 0 | None | None | ELIGIBILITY | Bidders shall not be under a declaration of ineligibility for
corrupt and fraudulent practices issued by Government of Karnataka
| None | | 1724666021000 | 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 | | 1724666021000 | 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 | | 1724666021000 | 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 | | 1724666105000 | 0 | None | None | ELIGIBILITY | To qualify for award of this contract each tenderer in his name should have in the last five years period (i.e., 2019-20, 2020-21, 2021-22, 2022-23 & 2023-24) Turnover Certificate obtained from Charted Accountant and achieved in at least two financial years an average Annual Financial Turnover (in all classes of civil Engineering construction works only) of Rs. 253.45 lakhs (usually not less than the estimated cost under this contract | None | | 1724666110000 | 0 | None | None | ELIGIBILITY | In last five years (i.e., 2019-20, 2020-21, 2021-22, 2022-23 & 2023-24) Satisfactorily completed as a prime contractor for at least one similar nature of work done 50% of the cost of the work i.e., not less than the amount Rs 63.36 lakhs, certificate issued from the rank of Executive Engineer and above for the same should be furnished by the contractor. (With Work Indent Nomber). | None | | 1724666115000 | 0 | None | None | ELIGIBILITY | Liquid assets and /or availability of credit facilities of not less than Rs 42.24 lakhs (30% of amount put to tender) (Credit lines/ letter of credit/ certificates from Nationalized banks for meeting the fund requirement etc.) for particularly this work only. (Unconditional) in given format | None | | 1724666119000 | 1 | None | None | ELIGIBILITY | To qualify for award of this contract, each Tenderer in its name should have in the last five years Executed in any one year, the following minimum 80 % quantities of work in last five years. 1. WBM/WMM - 892.13 Cum 2. Subgrade & Earthen Shoulder - 1796.14 Cum 3. Asphalt - 11895.00 Sqm 4. Earthwork Exavation - 60.74 Cum 5. PCC/RCC - 60.57 Cum | None | | 1724666124000 | 0 | None | None | ELIGIBILITY | EMD may be paid fully by E-payment Rs. 1,90,100/-or in two parts, Part (1) Rs 1,00,000/- by E-Payment Part (2) Rs. 90,100/- EMD in the form of Bank Guarantee issued by any Nationalised / Scheduled Bank in favour of Executive Engineer PRE Dn Vijayapur | None | | 1724666129000 | 0 | None | None | ELIGIBILITY | Total value of civil engineering works executed and payments received in the last five years (year-wise) | None | | 1724666133000 | 0 | None | None | ELIGIBILITY | List of existing commitments and ongoing works | None | | 1724666190000 | 0 | None | None | ELIGIBILITY | List of works for which tenders already submitted | None | | 1724666194000 | 0 | None | None | ELIGIBILITY | Banker Details for reference | None | | 1724666198000 | 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 | | 1724666202000 | 0 | None | None | ELIGIBILITY | Reports on the financial standing of the tenderer, such as profit and loss statements and auditors reports for the last five years | None | | 1724666206000 | 0 | None | None | ELIGIBILITY | Qualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awarded | None | | 1724666291000 | 0 | None | None | ELIGIBILITY | Tender schedule will be issued against the e-Payment / NEFT / Credit Card / Debit Card / OTC. | None | | 1724666296000 | 0 | None | None | ELIGIBILITY | Any damage during the progress of work, the damage cost should be beared by the contractor | None | | 1724666301000 | 0 | None | None | ELIGIBILITY | Any addition / Ommission / alteration will be reserved by the under signed | None | | 1724666306000 | 0 | None | None | ELIGIBILITY | Tender processing fee will not be refundable or exchangeable in case of cancellation of tender | None | | 1724666311000 | 0 | None | None | ELIGIBILITY | Contractor should made an agreement within 20 days of tender acceptance date and work should be carried out with in the 1 week time after agreement. If not tender will be cancelled at the contractors own risk and cost | None | | 1724666315000 | 0 | None | None | ELIGIBILITY | Security deposit at the rate of 5% of tender cost should be made in favour of Executive Engineer in the form of DD / FDR / NSC/ BG (NSC should be fledge in the name of Executive Engineer) | None | | 1724666320000 | 0 | None | None | ELIGIBILITY | Acceptence / Cancellation of the tenders are reserved by under signed without any reasons for the same | None | | 1724666324000 | 0 | None | None | ELIGIBILITY | The work should be carried out in accordance with the standard specifications specified by the department. The defect liability period for all these works shall not be less than 1 year & the contrator shall have to give guarantee for 1 year maintanance | None | | 1724666329000 | 0 | None | None | ELIGIBILITY | The rates quoted by contractor shall include for structural design & drawing duly certified by the competent authority. The Tenderer whose tender is accepted shall furnish withing 15 days the structural design & drawings in 3 sets for scrutining to the competent authority. The contractor shall furnish 3 sets of design & drawings (approved) to the Engineer-in-charge and keep one set at site of work. The safe bearing capacity shall be got tested before submission of the drawings. | None | | 1724666333000 | 0 | None | None | ELIGIBILITY | If the rates quoted by the Contractor is lesser than the amount put to tender, the difference cost should be paid by the contractor, through DD / FDR / NSC/ BG in the favour of Executive Engineer at the time of Agreement | None | | 1724666339000 | 0 | None | None | ELIGIBILITY | The Contractor shall quote the rates without adding GST for either materials or works contract Service. GST payable by the Contractor under this works contract will be paid to the contractor seperately over the contractors bid amount as per Govt order No PWD 65 RDF 2017, Dated:11-10-2018 | None | | 1724666344000 | 0 | None | None | ELIGIBILITY | Contractor should obey with the above conditions in addition to the KW-4 | None | | 1724666348000 | 0 | None | None | ELIGIBILITY | Contractor should upload KPWD renewal registration copy. | None | | 1724666353000 | 0 | None | None | ELIGIBILITY | The contractor should scan the GST Certificate, PAN card & Contact Phone No, Postal Address Details | None | | 1724666358000 | 0 | None | None | ELIGIBILITY | Period of completion 6 Months including Monsoon | None | | 1724666363000 | 0 | None | None | ELIGIBILITY | Calculation sheet of Bidder Capacity AxNX1.5-B | None | | 1724666367000 | 0 | None | None | ELIGIBILITY | Availability by owning, owning/ Hire/ Lease basis, Govt circular on GO-FD/AE 263/EXP12-2022, dated- 11-05-2022, this clause for owning key equipments for works costing upto Rs. 3.00 crores is exempted. However it is obligatory for the contractor to use the following machineries for various activities involved in constructions as per MORTH specification. 1) Self Loading Concrete Mixer 2) Water Tanker 3) Tractor with Tralee 4) Centering Materials | None | | 1724666374000 | 0 | None | None | ELIGIBILITY | In case the contractor participating in the tender submits a lower rate, the difference amount shall be paid in advance as security deposit in any nationalized bank and the relevant document shall be uploaded, in case not uploaded, which such tender proposal shall be rejected. | None | | 1724666381000 | 0 | None | None | ELIGIBILITY | GST shall be paid to the tendered amount separately. | None | | 1724666386000 | 0 | None | None | ELIGIBILITY | PWD Registration Certificate Class I and Above | None | | 1725355992000 | 0 | None | None | ELIGIBILITY | The contractor participating in the tender must upload a photo and certificate of site inspection jointly with the concerned Assistant Executive Engineer before submitting the tender | None | | 1725356002000 | 0 | None | None | ELIGIBILITY | In case the contractor participating in the tender submits a lower rate, the difference amount shall be paid in advance as security deposit in any nationalized bank and the relevant document shall be uploaded, in case not uploaded, which such tender proposal shall be rejected | None |
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