| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1725363887000 | 0 | None | None | Bridges | PART A Estimate of Box Culvert | 1662388.04 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3908244 | 150735 | None | 2.17 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead MORTH Specification 202.(ix) Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works C.Above 900 mm PWD Schedule of Rates 2023-2024, VOL.3, Page No:11, Item No:2.17
| m | 1374.0 | 1374.0 | 10.0 | False | None | None | False | None | False | 13740.0 | 0 | | 3908245 | 150735 | None | 1.14.1 | Mechanical Means: -In all kinds of soils Depth upto 3m 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
(i) Depth upto 3 m.
PWD Schedule of Rates 2023-2024, VOL.1, Page No:8, Item No:1.14.1
| Cum | 102.0 | 102.0 | 267.99 | False | None | None | False | None | False | 27334.98 | 0 | | 3908246 | 150735 | None | 1.23 | Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications.
PWD Schedule of Rates 2023-2024, VOL.1, Page No:11, Item No:1.23
| Cum | 2682.0 | 2682.0 | 19.02 | False | None | None | False | None | False | 51011.64 | 0 | | 3908247 | 150735 | None | 2.1.3 | 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.Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates.
PWD Schedule of Rates 2023-2024, VOL.1, Page No:15, Item No:2.1.3
| Cum | 5989.0 | 5989.0 | 12.63 | False | None | None | False | None | False | 75641.07 | 0 | | 3908248 | 150735 | 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
PWD Schedule of Rates 2023-2024, VOL.1, Page No:15, Item No:2.2.1
| Cum | 6475.61 | 6475.61 | 7.77 | False | None | None | False | None | False | 50315.4897 | 0 | | 3908249 | 150735 | 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 & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20mm nominal size graded crushed coarse aggregates.(i) For height up to 5m
PWD Schedule of Rates 2023-2024, VOL.1, Page No:16, Item No:2.4.3
| Cum | 7603.2 | 7603.2 | 60.34 | False | None | None | False | None | False | 458777.088 | 0 | | 3908250 | 150735 | None | 2.11 h | 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. h.All other type of structures
PWD Schedule of Rates 2023-2024, VOL.1, Page No:18, Item No:2.11
| t | 79011.0 | 79011.0 | 7.24 | False | None | None | False | None | False | 572039.64 | 0 | | 3908251 | 150735 | None | 13.8 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification MORTH Specification No. 2700
PWD Schedule of Rates 2023-2024, VOL.3, Page No:121, Item No:13.8
| Cum | 6811.0 | 6811.0 | 4.5 | False | None | None | False | None | False | 30649.5 | 0 | | 3908252 | 150735 | None | 13.9 | Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) MORTH Specification No. 1500,1600 1700 & 2704.
PWD Schedule of Rates 2023-2024, VOL.3, Page No:122, Item No:13.9
| Cum | 11835.0 | 11835.0 | 9.0 | False | None | None | False | None | False | 106515.0 | 0 | | 3908253 | 150735 | None | 13.2 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) MORTH Specification No. 2702
PWD Schedule of Rates 2023-2024, VOL.3, Page No:121, Item No:13.2
| Cum | 13971.0 | 13971.0 | 4.57 | False | None | None | False | None | False | 63847.47 | 0 | | 3908254 | 150735 | 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. Reference to MORTH Spection 710.1.4 of IRC:78 and 2200
PWD Schedule of Rates 2023-2024, VOL.3, Page No:117, Item No:12.4
| Cum | 2677.0 | 2677.0 | 36.32 | False | None | None | False | None | False | 97228.64 | 0 | | 3908255 | 150735 | None | 12.3 | Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification Reference to MORTH Specification No. 710.1.4 of IRC:78 & 2200
PWD Schedule of Rates 2023-2024, VOL.3, Page No:117, Item No:12.3
| Cum | 1168.0 | 1168.0 | 57.72 | False | None | None | False | None | False | 67416.96 | 0 | | 3908256 | 150735 | None | 13.15 ii | Filler Joint (ii)Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
PWD Schedule of Rates 2023-2024, VOL.3, Page No:123, Item No:13.15.ii
| m | 137.0 | 137.0 | 32.8 | False | None | None | False | None | False | 4493.6 | 0 | | 3908257 | 150735 | None | 13.15 iii | Filler Joint (iii) Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications MORTH Specification No. 2605
PWD Schedule of Rates 2023-2024, VOL.3, Page No:123, Item No:13.15.iii
| m | 231.0 | 231.0 | 32.8 | False | None | None | False | None | False | 7576.8 | 0 | | 3908258 | 150735 | None | 13.15 iv | Filler Joint (iv) Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight
PWD Schedule of Rates 2023-2024, VOL.3, Page No:124, Item No:13.15.iv
| m | 48.0 | 48.0 | 32.8 | False | None | None | False | None | False | 1574.4 | 0 | | 3908259 | 150735 | None | 13.7 | Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification MORTH Specification No. 2705
PWD Schedule of Rates 2023-2024, VOL.3, Page No:121, Item No:13.7
| Nos | 3271.0 | 3271.0 | 4.0 | False | None | None | False | None | False | 13084.0 | 0 | | 3908260 | 150735 | None | 14.3 | Providing and laying of apron with cement concrete blocks of size 0.5x0.5x0.5 m cast in-situ and made with nominal mix of M-15 grade cement concrete with a minimum cement content of 250 kg/m3as per IRC: 21-2000.MORTH Specification No.2503.
PWD Schedule of Rates 2023-2024, VOL.3, Page No:129, Item No:14.3
| Cum | 6368.0 | 6368.0 | 3.32 | False | None | None | False | None | False | 21141.76 | 0 |
| | 1725363887000 | 0 | None | None | Bridges | PART B Estimation of Diversion Road | 256615.76 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3908261 | 150736 | None | 2.5 (ii)b | 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. MORTH Specification No:201 (ii). By Mechanical Means B. In area of thorny jungle.
PWD Schedule of Rates 2023-2024, VOL. 3, Page No:9, Item No:2.5 (ii)B
| 100 Sqm | 484.0 | 484.0 | 2.1 | False | None | None | False | None | False | 1016.4 | 0 | | 3908262 | 150736 | 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. If the height of pWD Schedule of Rates 2023-2024, VOL. 1, Page No:7, Item No:1.8 | Cum | 474.0 | 474.0 | 262.14 | False | None | None | False | None | False | 124254.36 | 0 | | 3908263 | 150736 | None | 3.6 | 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 MORTH Specification No. 305
PWD Schedule of Rates 2023-2024, VOL. 3, Page No:17, Item No:3.6
| Cum | 493.0 | 493.0 | 105.0 | False | None | None | False | None | False | 51765.0 | 0 | | 3908264 | 150736 | None | 16.15 b | 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 parapets Clause 1101.6.-(ii) 1000 mm dia PWD Schedule of Rates 2023-2024, VOL. 3, Page No:146, Item No:16.15.b
| m | 7958.0 | 7958.0 | 10.0 | False | None | None | False | None | False | 79580.0 | 0 |
| | 1725363887000 | 0 | None | None | Bridges | PART C Electrical Pole Shifting | 121007.82 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3908265 | 150737 | None | CDS 4 (c) | Supply & Erection of Double Pole Structure complete including 5 Kg, 8 SWG GI Wire for Structure Grounding of 9M PSCC Pole with 300 Kg WL (C,D.S Pg No 339/635 I .No 4.(C)) (Material + Labour )
| No | 24944.64 | 24944.64 | 1.0 | False | None | None | False | None | False | 24944.64 | 0 | | 3908266 | 150737 | None | 1.1.1 | Supply & Erection of PSCC Pole - 9 Mtr Long, 200 Kg WL Dwgo.BESCOM/GM/QS&S/50 Dtd 24.11.2018) as per REC Standards including Digging of Pit 1.8 Mtr depth for errection of 9 to 10 Mtr Long Steel/RCC/PSCC supports as per approved
Drawing for Ordinary Soil and Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth (Item no 1.06 page 3 of 81 and Item no 1.1.1 and 2.02 page 43 & 44 of 81 Volume-6) (Material + Labour )
| No | 6653.92 | 6653.92 | 6.0 | False | None | None | False | None | False | 39923.52 | 0 | | 3908267 | 150737 | None | 2.16 | Supply of Spiral Earth Electrode and Providing Spiral Earth Electrode type earthing (without charcoal, salt etc.,) (Item no 2.16 page no 4 of 81 and 2.08 page no 44 of 81) (Material + Labour )
| No | 371.84 | 371.84 | 3.0 | False | None | None | False | None | False | 1115.52 | 0 | | 3908268 | 150737 | None | 9 (a) | Supply & providing of 11 kV, Horizontal Cross Arm with HT Single Top supports, clamps, bolts, nuts & washers - MS For RCC Pole (C,D.S Pg No 341/635 I .No 9.(a)) (Material + Labour )
| Set | 1028.16 | 1028.16 | 3.0 | False | None | None | False | None | False | 3084.48 | 0 | | 3908269 | 150737 | None | 5.03 | Fixing of V-Shape/Horizontal cross arm including Single Top
Support Brace and Insulator fixing (I.No5.03 Pg No 45 of 81)(Labour)
| Set | 287.84 | 287.84 | 6.0 | False | None | None | False | None | False | 1727.04 | 0 | | 3908270 | 150737 | None | 6.06 | Supply & Providing of 11 kV, 5 kN Composite/Polymeric Pin Insulator (24 mm dia FRP Rod) (Item no 6.06 page no 5 of 81) (Material )
| No | 229.6 | 229.6 | 6.0 | False | None | None | False | None | False | 1377.6 | 0 | | 3908271 | 150737 | None | 6.10 | Supply & Providing of 11 kV, 45 kN Polymeric Insulator (Item no 6.10 page no 5 of 81) (Material )
| No | 208.32 | 208.32 | 6.0 | False | None | None | False | None | False | 1249.92 | 0 | | 3908272 | 150737 | None | 24(a) | Supply & Providing Guy set with No. 15 Strain Insulator & Concreting materials as per Dwg No. BESCOM/GM/CP/7 Dt: 24.10.07 (C,D.S Pg No 344/635 I .No 24.(a)) (Material + Labour )
| Set | 1974.56 | 1974.56 | 6.0 | False | None | None | False | None | False | 11847.36 | 0 | | 3908273 | 150737 | None | 5.10 | Fixing of GUY Set with break insulator making use of 7/3.15 mm (7/10 SWG) galvanised steel wire with turn buckle and anchoring arrangement as per approved drawing. (Excluding excavation of PIT)(Item no 5.10 page no 45 of 81) (Labour)
| Per Set | 297.92 | 297.92 | 2.0 | False | None | None | False | None | False | 595.84 | 0 | | 3908274 | 150737 | None | 15.05 | Wiring of 2 Circuits of LT Wiring for for 25/63/100 kVA DTC to the existing LT protection Kit/Distribution Box via metering box. (includes fixing of necessary supports like 2 Pin cross arm, Spacer etc) (Item Code 15.05 Page No.49) (Material)
| Set | 1701.28 | 1701.28 | 2.0 | False | None | None | False | None | False | 3402.56 | 0 | | 3908275 | 150737 | None | 6.06 | Supply & Providing of 11 kV, 5 kN Composite/Polymeric Pin Insulator (24 mm dia FRP Rod) (Item no 6.06 page no 5 of 81) (Material )
| No | 229.6 | 229.6 | 6.0 | False | None | None | False | None | False | 1377.6 | 0 | | 3908276 | 150737 | None | 5.01 | Supply of LT 2 Pin Cross Arm - MS (Dwg No. BESCOM/GM/QS&S/32 Dtd 24.11.2018) and Fixing of 2 Pin cross arm with Insulator and Braces fixing (I No.2.07 Pg No 4 of 81 and I No 5.01 Pg No 45 of 81 Volume-6 ) (Material + Labour )
| No | 327.04 | 327.04 | 2.0 | False | None | None | False | None | False | 654.08 | 0 | | 3908277 | 150737 | None | 7.02 | Supply & stringing of Rabbit ACSR
(6/3.35 mm Al + 1/3.35 mm St), Std Wt: 214 Kg/KM and Stringing of Conductor for Rabbit ACSR (Item no 7.02 page no 5 of 81 and 6.02 page no 46 of 81) (Material + Labour )
| Km | 56666.4 | 56666.4 | 0.5 | False | None | None | False | None | False | 28333.2 | 0 | | 3908278 | 150737 | None | 17.05.2 | ding and unloading of Pole (loading of Pole to vehicles at stores and unloading at 9 Mtr RCC/PSCC Pole (I No,17.05.2 Pg No 51of 81 (Material )
| No | 159.04 | 159.04 | 6.0 | False | None | None | False | None | False | 954.24 | 0 | | 3908279 | 150737 | None | 8.02 | Supply & providing of 8 SWG GI Wire
(4.064 mm Dia), Std Wt: 131 Kg/KM (Item no 8.02 page no 5 of 81) (Material )
| MT | 84044.8 | 84044.8 | 0.005 | False | None | None | False | None | False | 420.224 | 0 |
| | 1725363887000 | 0 | None | None | Bridges | PART D Water supply Line Works | 51606.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3908280 | 150738 | 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. vol 1 Pno 8 ino 1.12
| Cum | 95.0 | 95.0 | 36.0 | False | None | None | False | None | False | 3420.0 | 0 | | 3908281 | 150738 | None | 1.10 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications vol 1 Pno 7 ino 1.10
| Cum | 166.0 | 166.0 | 36.0 | False | None | None | False | None | False | 5976.0 | 0 | | 3908282 | 150738 | None | 9.1.4 | Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selectedearth available from the excation, testing and commissioning. The
rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stubends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water fortesting) etc. complete. NOTE: Upto 110mm dia Coil shall be used.For :HDPE PE 80 PN 6.0 HDPE Grade PE80-PN6.0,110mm dia Vol5 In 9.1.4
| m | 469.0 | 469.0 | 90.0 | False | None | None | False | None | False | 42210.0 | 0 |
|
|
|---|
| generalCriterionList | | createdTs | version | createdDate | modifiedDate | criterionType | description | tenderEligibilityCriterionDocumentList |
|---|
| 1725363888000 | 0 | None | None | ELIGIBILITY | Tenders from Joint ventures are not acceptable. | None | | 1725363888000 | 0 | None | None | ELIGIBILITY | Bidders shall not be under a declaration of ineligibility for
corrupt and fraudulent practices issued by Government of Karnataka
| None | | 1725363888000 | 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 | | 1725363888000 | 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 | | 1725363888000 | 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 | | 1725363907000 | 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 | | 1725363918000 | 0 | None | None | ELIGIBILITY | Bidder shall pay Contract Management Module processing fees of 0.025% of the contact value (Min Rs.500/- & Max Rs.7500/-) soon after contract has been issued to bidder. | None | | 1725363926000 | 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 | | 1725363935000 | 0 | None | None | ELIGIBILITY | Conditional tenders will not be accepted. | None | | 1725363943000 | 0 | None | None | ELIGIBILITY | Royalty on construction materials and other taxes will be deducted as per prevailing Government orders. | None | | 1725363954000 | 0 | None | None | ELIGIBILITY | To qualify for award of this contract, each tenderer should furnish qualification information as per section 3 of Standard Tender Document attached to this tender. AND Should up-load Scan copy of pan card, Valid GST registration certificate & also up-load address proof certificate(Aadhar Card/DL/Pass port etc..) | None | | 1725363963000 | 0 | None | None | ELIGIBILITY | All Scanned Documents of the Original should be up-loaded, Executive Engineer/ Superintending Engineer/ Chief Engineer reserves the right to verify the Original Documents before approval, 0riginal documents / Certificates for qualification shall be produced when called for during evaluation of tender. | None | | 1725364023000 | 0 | None | None | ELIGIBILITY | All the Formats prescribed in the bid documents shall be filled in complete manner. | None | | 1725364030000 | 0 | None | None | ELIGIBILITY | The materials like bitumen, Steel, Cement etc., required for the work shall be procured by the tenderer themselves and should be got tested by the Quality Control Authority before use on the work and contractor should carryout additional test required if insisted by Engineer in charge of work at his own cost. | None | | 1725364038000 | 0 | None | None | ELIGIBILITY | Work done certificate should be issued by competent authority not below the rank of Executive Engineer. | None | | 1725364047000 | 0 | None | None | ELIGIBILITY | The item rates quoted shall include cost of royalty charges on construction materials & other taxes as per the rates provided in prevailing cost & conveyance of all materials, Curing, Watering, unloading with all leads & lifts labour, hire charges of machinery equipments etc., complete including all incidental charges. All the items shall be executed as directed by the Engineer in charge of the work. | None | | 1725364054000 | 0 | None | None | ELIGIBILITY | If the tender of the successful tenderer is seriously unbalanced in relation to the Employers estimate of the cost of the work to be performed under the contract, the Employer may require the Tenderer to produce detailed price analysis for any or all items of the Bill of Quantities, to demonstrate the internal consistency of those prices with the construction methods and schedule proposed. After evaluation of the price analyses, the Employer may require that the amount of the performance security set forth in Clause 24 be increased at the expense of the successful Tenderer to a level sufficient to protect the Employer against financial loss in the event of default of the successful under the contract. | None | | 1725364062000 | 0 | None | None | ELIGIBILITY | The Increse 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 | | 1725364070000 | 0 | None | None | ELIGIBILITY | Bidder must posses valid G S T Certificate. | None | | 1725364078000 | 0 | None | None | ELIGIBILITY | Estimate rates are excluding GST as per Common SR 2023-24 and prevailing GST (18% of Amount Put to tender) amount is kept in form of Lump sum in sanctioned estimate according to guidelines in Common SR (GO:PWD 51 RDF 2019 Bangaluru Dt:18.03.2022). Therefore, amount put to Tender and ECV amount are excluding GST. KPPP-PORTAL format has No Options to add GST Separately at stage of Draft Tender Schedule Process for Overall amount put to Tender. Tender has been inviting through an Option with INCLUSIVE. But the item wise rates do not include GST. Hence, GST will be paid separately for the quoted amount accordingly. Declaration Certificate must be attached mandatorily. | None | | 1725364088000 | 0 | None | None | ELIGIBILITY | As per Government order FD 447 EXP-12 2022 dated 30/07/2022, 18% GST will be added to the Contract amount separately. | None | | 1725364098000 | 0 | None | None | ELIGIBILITY | The Employer reserves the rights to accept any Tender and to reject any or all Tenders as per Standard Tender Document Clause 22. | None | | 1725364106000 | 0 | None | None | ELIGIBILITY | The Successful bidder has to follow the Director of Mines Geology Department Circular Dated: 07-11-2023 regarding MDP Certificate along with the Running contractor bills, otherwise department will take necessary action as per the government Orders/Circulars. | None | | 1725364131000 | 0 | None | None | ELIGIBILITY | Any deviation/error/mistakes found in units of items, they should be read as unified SR 2023-24 and the rates shall be quoted accordingly | None | | 1725364142000 | 0 | None | None | ELIGIBILITY | Contact details of contractor should mention valid Email ID, communication Address, Phone Number properly | None | | 1725364153000 | 0 | None | None | ELIGIBILITY | Statement indicating the (A)Existing commitments and ongoing works, (B)Details of works for which tenders are already submitted . The statements should furnished as per statement 1.3 (A),(B) of Section 3 of Qualification information in Standard Bid document. The statements showing the value of existing commitments and on-going works as well as the stipulated period of completion remaining for each of the works listed should be countersigned by the Employer in charge, not below the rank of an Executive Engineer or equivalent. | None | | 1725364164000 | 0 | None | None | ELIGIBILITY | Total value of civil engineering works executed and payments received in the last five years (year-wise) | None | | 1725364172000 | 0 | None | None | ELIGIBILITY | List of existing commitments and ongoing work | None | | 1725364179000 | 0 | None | None | ELIGIBILITY | List of works for which tenders already submitted | None | | 1725364188000 | 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 | | 1725364196000 | 0 | None | None | ELIGIBILITY | The Tender processing fee shall not be refundable. | None | | 1725364203000 | 0 | None | None | ELIGIBILITY | In the case of the death of the contractor after executing the agreement / commencement of the work, his legal heir, if is an eligible registered contractor and is willing can execute and compete the work at the accepted tender rates irrespective of the cost of the work. | None | | 1725364212000 | 0 | None | None | ELIGIBILITY | The successful Tenderer shall deliver to the Employer a Security deposit in the form of NSC/DD/FDR in the name of the Executive Engineer, Public works Department, Shivamogga Division, Shivamogga given below for an amount equivalent to 5% of the Contract price plus additional security for unbalanced tenders in accordance with the Conditions of Contract. | None | | 1725364221000 | 0 | None | None | ELIGIBILITY | Contractor should carryout additional test required to test the suitability of materials. | None | | 1725364228000 | 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. Contractor should indemnify the client to that extent. | None | | 1725364261000 | 0 | None | None | ELIGIBILITY | Formation levels and other data furnished are bare minimum the contractor should make all efforts to validate and to get additional data if required at his own cost. | None | | 1725364279000 | 0 | None | None | ELIGIBILITY | The contractors assessed available tender capacity will be calculated as per Standard tender document Attached. | None | | 1725364290000 | 0 | None | None | ELIGIBILITY | All the items in the tender include all lead, lifts, loading unloading, transportation, labour, hire charges of machinery curing for concrete works, cost and conveyance of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | None | | 1725364317000 | 0 | None | None | ELIGIBILITY | All precautions should be taken by the contractor so that there are no damages to such public/ private properties. | None | | 1725364341000 | 0 | None | None | ELIGIBILITY | Contractor should take all precautionary measures to avoid any damage to the utilities during excavation as well as utility shifting. To that extent the contractor should indemnify the client. | None | | 1725364361000 | 0 | None | None | ELIGIBILITY | Further particulars, if any, required by the Contractor can be had from the office of the Executive Engineer, Public works Department, Shivamogga Division, Shivamogga during office hours on all working days. | None | | 1725364369000 | 0 | None | None | ELIGIBILITY | Contractor should adhere to HSE (Health Safety Environment) policy applicable for similar projects. Contractor to that extent should submit HSE document defining all the procedure including the policies before execution of the project. | None | | 1725364378000 | 0 | None | None | ELIGIBILITY | Contractor should take all precautions to ensure that no damage is caused to the existing structures which have been constructed by other agencies during project execution. If any damage is caused, it has to be rectified at his own risk and cost. | None | | 1725364388000 | 0 | None | None | ELIGIBILITY | The intending contractors are requested to note that they should abide by the detailed instructions and conditions contained in the Standard Tender documents appended here with. | None | | 1725364407000 | 0 | None | None | ELIGIBILITY | Work sanctioned under head of Account Flood Damage Works 3054-03-102-0-01-200 State Highway Bridge Maintenance. | None | | 1725364415000 | 0 | None | None | ELIGIBILITY | The tenderer should be a KPWD Class-IV & above registered Contractor. | None | | 1725364422000 | 0 | None | None | ELIGIBILITY | The Tenderer should maintain the road during defective liability period of upto 1 Year | None | | 1725364550000 | 0 | None | None | ELIGIBILITY | The Tenderer should submit the scanned copy of the last 5 years balance sheet indicating the civil work contract receipts certified by the chartered accountant. Submit the balance sheet indicating the contract receipts certified by the chartered accountant with UDIN No/Auditor & Tax consultant with their registration no, who ever is applicable. | None | | 1725364558000 | 0 | None | None | ELIGIBILITY | 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 an Average of annual Financial Turn over (in all Clauses of Civil Engineering Construction Works only) of Rs.20.92 Lakhs, (in all classes of Civil Engineering Construction works only) | None | | 1725364566000 | 0 | None | None | ELIGIBILITY | 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 satisfactorily completed as prime contractor, at least one similar work such as culvert/Bridge work of value not less than Rs.10.46 lakhs. Work done Certificate issued by competent Authority of rank not less than Executive Engineer. | None | | 1725364578000 | 0 | None | None | ELIGIBILITY | Tenders not complying with above conditions, will not be considered for Tender Evaluation. | None | | 1725364599000 | 0 | None | None | ELIGIBILITY | The period for completion of the work is up to 06 Months (Including Monsoon) | None |
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