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| # | Company | Amount | Status |
|---|---|---|---|
| 1 | ₹1.3 Craccepted-aoc | ₹1.3 Cr | accepted-aoc |
Tender Value
₹1.6 Cr
EMD Value
₹2.4 L
Closing Date
25 May 2026, 4:00 pmClosed
Public Works Department
Technical assistant
Construction of Road 12 mt width and 350 mt length and Raising of Drains along the two side of Road as per requirements Arround the Dr B R Ambedkar Circle and Dr B R Ambedakar Circle to Chattusingh Circle in Jamkhandi taluka Bagalkote Dist (Improvements to Kagawad-Kaladagi SH-53 Km 80.85 to 81.19 in Jamkhandi Taluka of Bagalkote Dist Under 4059-80-051-0-60-132 CMIDP for the year 2025-26))
PWD/2025-26/RD/WORK_INDENT31113
PWD/2025-26/RD/WORK_INDENT31113
Open
Roads
Two Tender Document System(Two Cover)
PWD Division Office Bagalkote
4 documents required · 4 mandatory
To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2020-21, 2021-22, 2022-23, 2023-24 and 2024-25 (a) achieved in at least two financial year a minimum financial turnover (in all classes of civil engineering construction works only) of Rs 319.66 lakhs and mention UDIN number in turnover certificate
Satisfactorily completed (at least 90% of the contract value), as prime contractor, at least one similar work of value not less than Rs.79.92 Lakhs, in last five years.
Executed in any one year, in the last five years i.e.,2020-21, 2021-22, 2022-23, 2023-24 and 2024-25 the following minimum quantities of work (1) Earthwork-1200.96 Cum (2) Cement concrete (PCC/RCC)-1066.64 Cum
Maximum of Civil Engineering works executed in any one year during the last five years (updated to 2025-26 price level) taking into account the completed as well as works in progress. (Financial turnover of previous years shall be given a weight of 10% per year to bring them to the price level of the 2025-26)
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 work, if work is awarded
As per clause 3.3a Each tenderer should demonstrate availability of few key equipments/machinery for execution of the work However as per Govt circular No.GO FD/AE 263/EXP12-2022 dt 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 construction as per MORTH specification a) Concrete mixer with hopper b) Centering sheets c) Tippers d) Water tanker (e) Excavator like JCB/Hitachi/Backo loader
Latest Income Tax Clearance Certificate
Liquid Assets and/or availability of credit facilities of not less than Rs 79.92 Lakhs (Credit Lines/ Letter of Credit/ Certificates from banks for meeting the fund requirement etc
Constitutional or Legal Status of the Tenderer
Assessed Tender Capacity shall be more than the Tendered Amount
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
Information on litigation in which the Tenderer is involved
Name, Address, telephone No., Fax No., and email ID of the Tenderers Bankers
Information of the works for which Tenderer has submitted Tender
Information of the works for which Tender acceptance letters are received
Information on works which are yet to be completed
Declaration by the Bidder on the Letter Head
The tenderer shall furnish, as part of his tender, EMD in the amount as shown in column 4 of the table of IFT for thi particular work. The EMD of Rs 240000/- shall be paid through e- payment OR in two parts Part I Rs.100000/-through e-payment & Part-II remaining Rs.140000/-in the form of Bank Guarantee issued by any Nationalized / Scheduled bank in favour of EE PWD Bagalkote Division Bagalkote and The tenderer should upload the scanned copy of the original Part-2 of the EMD in eportal. The original part(2) of the EMD shall be handed over to the Executive Engineer, Public works Dept, Bagalkote
₹4,000
₹2.4 L
17 Sept 2026
7 May 2026
26 May 2026
22 May 2026
20 May 2026
Financial Year Total value of Civil Engineering works executed and payments received in the last five years (in Rs.lakhs)
Billed upto date during 2025-26
Attach Chartered Accountant's Yearwise Statements
Work executed as prime contractor (in the same name) on works of similar nature during the five years specified)
Project Name Name & Address of the Employer Name of Work Contract Number Value of contract Rs. Lakhs Date of markout / Date of Handing over of site Specified period of completion (including/ excluding Monsoon) Actual date of completion Remarks (appreciation letter received for early completion or reasons, if there is delay in completion)
Attach Workdone Certificate for each work indicated above, in Format 3, obtained from the Competent Authority.
FORMAT FOR WORK DONE CERTIFICATE TO BE OBTAINED FROM COMPETENT AUTHORITY
This is to certify that M/s Sri / Smt.
has executed / is executing (strike off which ever is not applicable) the work of..
in this Organisation. The details of the work is as under :
1 Name of the Project
2 Name of the Work
3 Contract Amount
4 Date of signing the Agreement
5 Date of handing over of the Site
6 Progress 2021
January February March April May June July August September October November December
Earthwork Physical in Cum
Financial in lac
GSB Physical in Cum
Financial in lac
WMM / WBM Physical in Cum
Financial in lac
Cement concrete (PCC/RCC) Physical in Cum
Financial in lac
6 Progress 2022
January February March April May June July August September October November December
Earthwork Physical in Cum
Financial in lac
GSB Physical in Cum
Financial in lac
WMM / WBM Physical in Cum
Financial in lac
Cement concrete (PCC/RCC) Physical in Cum
Financial in lac
6 Progress 2023
January February March April May June July August September October November December
Earthwork Physical in Cum
Financial in lac
GSB Physical in Cum
Financial in lac
WMM / WBM Physical in Cum
Financial in lac
Cement concrete (PCC/RCC) Physical in Cum
Financial in lac
6 Progress 2024
January February March April May June July August September October November December
Earthwork Physical in Cum
Financial in lac
GSB Physical in Cum
Financial in lac
WMM / WBM Physical in Cum
Financial in lac
Cement concrete (PCC/RCC) Physical in Cum
Financial in lac
6 Progress 2025
January February March April May June July August September October November December
Earthwork Physical in Cum
Financial in lac
GSB Physical in Cum
Financial in lac
WMM / WBM Physical in Cum
Financial in lac
Cement concrete (PCC/RCC) Physical in Cum
Financial in lac
7 Stipulated Period of Completion (including monsoon)
8 Prescribed Date of completion.
9 Actual Date of Completion/Probable Date of Completion.
10 Cost of balance work (if work is in progress)
11 Reasons if any for delay in completion, if work completion is delayed
12 Penalty if any imposed
13 Any other information.
* Monthlywise progress shall be furnished seperately.
Place : (Authorised Signatory)
Address for correspondence:
Monthly Physical and Financial Progress Achieved in all Contracts which are referred to in Format 3
Names of Works Item of work Names of Employers 2021
January February March April May June July August September October November December Remarks (Indicate contract reference)
Earthwork Physical in Cum
Financial in lac
GSB Physical in Cum
Financial in lac
WMM / WBM Physical in Cum
Financial in lac
Cement concrete (PCC/RCC) Physical in Cum
Financial in lac
Names of Works Item of work Names of Employers 2022
January February March April May June July August September October November December Remarks (Indicate contract reference)
Earthwork Physical in Cum
Financial in lac
GSB Physical in Cum
Financial in lac
WMM / WBM Physical in Cum
Financial in lac
Cement concrete (PCC/RCC) Physical in Cum
Financial in lac
Names of Works Item of work Names of Employers 2023
January February March April May June July August September October November December Remarks (Indicate contract reference)
Earthwork Physical in Cum
Financial in lac
GSB Physical in Cum
Financial in lac
WMM / WBM Physical in Cum
Financial in lac
Cement concrete (PCC/RCC) Physical in Cum
Financial in lac
Names of Works Item of work Names of Employers 2024
January February March April May June July August September October November December Remarks (Indicate contract reference)
Earthwork Physical in Cum
Financial in lac
GSB Physical in Cum
Financial in lac
WMM / WBM Physical in Cum
Financial in lac
Cement concrete (PCC/RCC) Physical in Cum
Financial in lac
Names of Works Item of work Names of Employers 2025
January February March April May June July August September October November December Remarks (Indicate contract reference)
Earthwork Physical in Cum
Financial in lac
GSB Physical in Cum
Financial in lac
WMM / WBM Physical in Cum
Financial in lac
Cement concrete (PCC/RCC) Physical in Cum
Financial in lac
* Monthlywise progress shall be furnished seperately.
Place : CONTRACTOR
Address for correspondence:
Information on works which are yet to be completed.
Project Name Name & Address of the Employer Name of Work Contract Number Value of contract Rs.Lakhs Date of Markout / Date of Handing over of site Speified period of completion (including / excluding Monsoon) Cost of balance works remaining Rs.in Lac Probable date of completion.
Attach Certificate for each work indicated above, in Format 3, obtained from the Competent Authority
Information of the works for which Tender acceptance letters are received.
Project Name Name & Address of the Employer Name of Work Tendered Amount in Rs. Lac Specified period of completion (including / excluding Monsoon) Probable Date of Handing over of site.
Attach letters of Acceptance received.
Information of the works for which Tenderer has submitted Tender.
Project Name Name & Address of the Employer Name of Work Amount put to Tender in Rs.lac Specified period of completion (including / excluding Monsoon) Prescribed last date of submission of tender Probable date of decision on the Tender Remarks if any.
List of Machinery
Item of Equipment Requirement Owned / Hired / Leased Owner / Hired / Lease and available Remarks
No. Capacity Number / Capacity Age / Condition
BANKER’S CERTIFICATE
This is to certify that M/s. ________________________________________________ is a reputed company with a good financial standing. If the contract for this work, namely ________________________________________________________ (name of the work) is awarded to the above firm, we shall be able to provide overdraft/credit facilities to the extent of Rs._______________________________ to meet the working capital requirements for executing the above contract
Signature of the Bank Manger
along with Seal
Information on litigation in which the Tenderer is involved:
Other Party/Parties Employer Details of Dispute Amount involved Remarks showing Present Status
Construction of Road 12 mt width and 350 mt length and Raising of Drains along the two side of Road as per requirements Arround the Dr B R Ambedkar Circle and Dr B R Ambedakar Circle to Chattusingh Circle in Jamkhandi taluka Bagalkote Dist (Improvements to Kagawad-Kaladagi SH-53 Km 80.85 to 81.19 in Jamkhandi Taluka of Bagalkote Dist Under 4059-80-051-0-60-132 CMIDP for the year 2025-26))
Sl. No. Physical works to be completed Unit Qty Amount Liquidated damages 0.1% of the contract price per day in Rupees rounded off to nearest hundred (Rs)
1 Item Name : PSCC Pole - 9 Mtr Long, 200 Kg WL No 26 109174.00 4199
2 Item Name : Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth No 26 28938.00 1113
3 Item Name : 11 kV, 5 kN Composite/Polymeric Pin Insulator (24 mm dia FRP Rod) No 58 11890.00 205
4 Item Name : 11 KV,45 KN Polymeric insulators No 32 5952.00 186
5 Item Name : LT 4 Pin Cross Arm - GI No 32 12128.00 379
6 Item Name : Fixing of 2 Pin cross arm with Insulator and Braces fixing No 32 5120.00 160
7 Item Name : 2 HT ST Support 50x8 mm Flat - GI No 32 3872.00 121
8 Item Name : Fixing of HT/LT Single Top Support No 60.8 12938.24 212.8
9 Item Name : 1.1 KV Polymeric pin insulators No 64 5568.00 87
10 Item Name : S.E Electrodes No 20 4780.00 239
11 Item Name : Providing Spiral Earth Electrode type earthing (without charcoal, salt etc.,) No 20 3534.00 176.7
12 Item Name : For RCC Pole - 9 Mtr Long, 145KG WL/PSCC Pole - 9 Mtr Long, 300Kg WL - MS No 20 128020.00 6401
13 Item Name : Caution /Danger board No 4 600.00 150
14 Item Name : LT Protection kit No 6 12138.00 2023
15 Item Name : PVC Wire - 120 SqmmAl Wt: 32 Kg, Total Wt: 45.5Kg/100 Mtr Coil No 1.5 21478.50 14319
16 Item Name : ii, Compression type Aluminium Tubular in Line Connector for Aluminum Conductor 120 Sqmm No 28 476.00 17
17 Item Name : iii, PG clamps -Rabbit to 120 sqm No 10 2730.00 273
18 Item Name : iv. Spacers for DTC WIRING No 12 504.00 42
19 Item Name : MS Fish Plate No 12 936.00 78
20 Item Name : HG fuse 11 kv Solid core type (3 nos) No 18 19242.00 1069
21 Item Name : GOS 200 A Single Break No 11 103950.00 9450
22 Item Name : Fixing of LT Protection Kit No 6 2136.00 356
23 Item Name : Fixing guarding including fixing of necessary cross arms between HT and LT line upto a span of 40 Mtr No 1.5 1551.00 1034
24 Item Name : Fixing DOLO Cutout/Horn Gap Fuse including fixing of cross arm and wiring No 18 4266.00 237
25 Item Name : Fixing of GOS including wiring (11 kV Single Break 200 Amps) No 11 12144.00 1104
1 Item Description : Mechanical Means - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m m³ 151.2 15885.07 105.06
2 Item Description : 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 m³ 18.9 109151.47 5775.21
3 Item Description : 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. - M 20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m³ 48.6 417904.11 8598.85
4 Item Description : Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures t 3.26 234203.19 71841.47
1 Item Description : Manual Means - Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & 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. In all kinds of soils Depth upto 1.5 m m³ 367.2 91528.27 249.26
2 Item Description : Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 10.0 - HDPE Grade PE80-PN10.0,160mm dia m 680 948341.60 1394.62
3 Item Description : Manual Means - 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 m³ 367.2 60514.56 164.8
1 Item Description : Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead. Ref to MoRT&H : IRC - 305.4.3 m² 2632 16265.76 6.18
2 Item Description : Mechanical Means - 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 m³ 288 28180.80 97.85
3 Item Description : 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. Ref to MoRT&H : IRC - 305 m³ 694.8 352812.49 507.79
4 Item Description : Granular Sub-Base - By Mix in Place Method - Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 - For Grading -V Material. Ref to MoRT&H : IRC - 401 m³ 583.2 1417041.86 2429.77
5 Item Description : Wet Mix Macadam (Plant Mix Method) - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory rollerto achieve the desireddensity. Ref to MoRT&H : IRC - 406 m³ 90.64 238906.19 2635.77
6 Item Description : Dry Lean Cement Concrete Sub-base - Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing. Ref to MoRT&H : IRC - IRC SP 49:2014 m³ 358.4 1799985.15 5022.28
7 Item Description : Pavement Quality Concrete using paver - M40 Grade - Construction of M40 Grade un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base in recommended proportions, coarse and fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design transported to site, laid with a slip form paver finisher, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures, curing compound, steel channels, finishing to lines and grades as per drawing OPC @ 420 kg/m3 m³ 896 7459639.04 8325.49
8 Item Description : Supplying and Fixing of Molded Shank Raised Pavement Markers / Cats Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturers recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. Ref to MoRT&H : IRC - MoRTH 806 No 310 116544.50 375.95
9 Item Description : Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface - Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. Ref to MoRT&H : IRC - 803 m² 148 80793.20 545.9
10 Item Description : Retro-Reflectorised Traffic Signs - Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 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 each 2 7397.46 3698.73
11 Item Description : Direction and Place Identification Signs upto 0.9 m2 Size Board. - Providing and erecting direction and place identification retro- reflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area 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. Ref to MoRT&H : IRC - 801 m² 1.8 16676.73 9264.85
12 Item Description : Road Delineators - Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings. Ref to MoRT&H : IRC - 806 each 4 8326.52 2081.63
13 Item Description : Precast Cement Concrete Interlocking Blocks - Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification). Ref to MoRT&H : IRC - IRC SP 63:2018 m² 1264 1511529.12 1195.83
14 Item Description : Kerb Stones - Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra) - 600 x 300 x 150 mm size m 752 358621.28 476.89
15 Item Description : Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. Ref to MoRT&H : IRC - 1501 m³ 11.4 77955.14 6838.17
16 Item Description : Cable Duct Across the Road - Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings. - Single row for one utility service m 40 91134.40 2278.36
17 Item Description : 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. Ref to MoRT&H : IRC - MoRTH 804 No 1 9270.00 9270
Executive Engineer
PUBLIC WORKS DEPARTMENT DIVISION
Construction of Road 12 mt width and 350 mt length and Raising of Drains along the two side of Road as per requirements Arround the Dr B R Ambedkar Circle and Dr B R Ambedakar Circle to Chattusingh Circle in Jamkhandi taluka Bagalkote Dist (Improvements to Kagawad-Kaladagi SH-53 Km 80.85 to 81.19 in Jamkhandi Taluka of Bagalkote Dist Under 4059-80-051-0-60-132 CMIDP for the year 2025-26))
Milestone dates Physical works to be completed Period from the date of issue of Notice to proceed with the work Amount Liquidated damages 0.1% of the contract price per day in Rupees rounded off to nearest hundred (Rs)
1 Item Name : PSCC Pole - 9 Mtr Long, 200 Kg WL 2 months 4444801.12 4400.00
2 Item Description : Dry Lean Cement Concrete Sub-base - Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing. Ref to MoRT&H : IRC - IRC SP 49:2014 2 months 9259624.19 9300.00
3 Item Description : Supplying and Fixing of Molded Shank Raised Pavement Markers / Cats Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturers recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. Ref to MoRT&H : IRC - MoRTH 806 2 months 2278248.35 2300.00
Executive Engineer
PUBLIC WORKS DEPARTMENT DIVISION
1 Item Description : Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead. Ref to MoRT&H : IRC - 305.4.3 m² 6 6.18 2632 16265.76
2 Item Description : Mechanical Means - 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 m³ 95 97.85 288 28180.8
3 Item Description : 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. Ref to MoRT&H : IRC - 305 m³ 493 507.79 694.8 352812.49
4 Item Description : Granular Sub-Base - By Mix in Place Method - Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 - For Grading -V Material. Ref to MoRT&H : IRC - 401 m³ 2359 2429.77 583.2 1417041.86
5 Item Description : Wet Mix Macadam (Plant Mix Method) - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory rollerto achieve the desireddensity. Ref to MoRT&H : IRC - 406 m³ 2559 2635.77 90.64 238906.19
6 Item Description : Dry Lean Cement Concrete Sub-base - Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing. Ref to MoRT&H : IRC - IRC SP 49:2014 m³ 4876 5022.28 358.4 1799985.15
7 Item Description : Pavement Quality Concrete using paver - M40 Grade - Construction of M40 Grade un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base in recommended proportions, coarse and fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design transported to site, laid with a slip form paver finisher, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures, curing compound, steel channels, finishing to lines and grades as per drawing OPC @ 420 kg/m3 m³ 8083 8325.49 896 7459639.04
8 Item Description : Supplying and Fixing of Molded Shank Raised Pavement Markers / Cats Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturers recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. Ref to MoRT&H : IRC - MoRTH 806 No 365 375.95 310 116544.5
9 Item Description : Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface - Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. Ref to MoRT&H : IRC - 803 m² 530 545.9 148 80793.2
10 Item Description : Retro-Reflectorised Traffic Signs - Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 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 each 3591 3698.73 2 7397.46
11 Item Description : Direction and Place Identification Signs upto 0.9 m2 Size Board. - Providing and erecting direction and place identification retro- reflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area 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. Ref to MoRT&H : IRC - 801 m² 8995 9264.85 1.8 16676.73
12 Item Description : Road Delineators - Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings. Ref to MoRT&H : IRC - 806 each 2021 2081.63 4 8326.52
13 Item Description : Precast Cement Concrete Interlocking Blocks - Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification). Ref to MoRT&H : IRC - IRC SP 63:2018 m² 1161 1195.83 1264 1511529.12
14 Item Description : Kerb Stones - Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra) - 600 x 300 x 150 mm size m 463 476.89 752 358621.28
15 Item Description : Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. Ref to MoRT&H : IRC - 1501 m³ 6639 6838.17 11.4 77955.14
16 Item Description : Cable Duct Across the Road - Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings. - Single row for one utility service m 2212 2278.36 40 91134.4
17 Item Description : 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. Ref to MoRT&H : IRC - MoRTH 804 No 9000 9270 1 9270
1 Item Description : Mechanical Means - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m m³ 102 105.06 151.2 15885.07
2 Item Description : 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 m³ 5607 5775.21 18.9 109151.47
3 Item Description : 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. - M 20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m³ 6184 8598.85 48.6 417904.11
4 Item Description : Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures t 69749 71841.47 3.26 234203.19
1 Item Description : Manual Means - Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & 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. In all kinds of soils Depth upto 1.5 m m³ 242 249.26 367.2 91528.27
2 Item Description : Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 10.0 - HDPE Grade PE80-PN10.0,160mm dia m 1354 1394.62 680 948341.6
3 Item Description : Manual Means - 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 m³ 160 164.8 367.2 60514.56
1 Item Name : PSCC Pole - 9 Mtr Long, 200 Kg WL No 4199 26 109174
2 Item Name : Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth No 1113 26 28938
3 Item Name : 11 kV, 5 kN Composite/Polymeric Pin Insulator (24 mm dia FRP Rod) No 205 58 11890
4 Item Name : 11 KV,45 KN Polymeric insulators No 186 32 5952
5 Item Name : LT 4 Pin Cross Arm - GI No 379 32 12128
6 Item Name : Fixing of 2 Pin cross arm with Insulator and Braces fixing No 160 32 5120
7 Item Name : 2 HT ST Support 50x8 mm Flat - GI No 121 32 3872
8 Item Name : Fixing of HT/LT Single Top Support No 212.8 60.8 12938.24
9 Item Name : 1.1 KV Polymeric pin insulators No 87 64 5568
10 Item Name : S.E Electrodes No 239 20 4780
11 Item Name : Providing Spiral Earth Electrode type earthing (without charcoal, salt etc.,) No 176.7 20 3534
12 Item Name : For RCC Pole - 9 Mtr Long, 145KG WL/PSCC Pole - 9 Mtr Long, 300Kg WL - MS No 6401 20 128020
13 Item Name : Caution /Danger board No 150 4 600
14 Item Name : LT Protection kit No 2023 6 12138
15 Item Name : PVC Wire - 120 SqmmAl Wt: 32 Kg, Total Wt: 45.5Kg/100 Mtr Coil No 14319 1.5 21478.5
16 Item Name : ii, Compression type Aluminium Tubular in Line Connector for Aluminum Conductor 120 Sqmm No 17 28 476
17 Item Name : iii, PG clamps -Rabbit to 120 sqm No 273 10 2730
18 Item Name : iv. Spacers for DTC WIRING No 42 12 504
19 Item Name : MS Fish Plate No 78 12 936
20 Item Name : HG fuse 11 kv Solid core type (3 nos) No 1069 18 19242
21 Item Name : GOS 200 A Single Break No 9450 11 103950
22 Item Name : Fixing of LT Protection Kit No 356 6 2136
23 Item Name : Fixing guarding including fixing of necessary cross arms between HT and LT line upto a span of 40 Mtr No 1034 1.5 1551
24 Item Name : Fixing DOLO Cutout/Horn Gap Fuse including fixing of cross arm and wiring No 237 18 4266
25 Item Name : Fixing of GOS including wiring (11 kV Single Break 200 Amps) No 1104 11 12144
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