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| # | Company | Amount | Status |
|---|---|---|---|
| 1 | ₹98.5 Laccepted-aoc | ₹98.5 L | accepted-aoc |
Tender Value
₹1.2 Cr
EMD Value
₹2 L
Closing Date
25 May 2026, 9:30 pmClosed
Public Works Department
Technical assistant
Improvements asphalting and concrete road to Savalagi Khajibilagi Gothe Kalabilagi MDR in Gothe and Kalabilagi Village Limit in Selected Reaches(Improvements to Savalagi-Khajibilagi-Gothe-Kalabilagi MDR km 15.33 to 15.77 in Jamkhandi Taluka) under 2025-26 4059-80-051-0-60-132 CMIDP
PWD/2025-26/RD/WORK_INDENT31111
PWD/2025-26/RD/WORK_INDENT31111
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 232.03 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.58.00 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-768.352 Cum (2) GSB-714.36 Cum (3) WMM/WBM-723 Cum (3) Asphalting (BM/SDBC/DBM/BC)-278.464 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) Hot Mix plant 40/60 TPH or more capacity (b) Mechanical Paver Finisher (c) Vibratory Road Roller (d) PRR Roller(e)Tippers (f) Excavator like JCB/Hitachi/Backo loader (g) concrete mixer with hopper (h) water tanker
Latest Income Tax Clearance Certificate
Liquid Assets and/or availability of credit facilities of not less than Rs 58.00 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 200000/- shall be paid through e- payment OR in two parts Part I Rs.100000/-through e-payment & Part-II remaining Rs.100000/-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
₹2,910
₹2 L
25 May 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
Asphalting (Including DBM/BC/BM/SDBC) 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
Asphalting (Including DBM/BC/BM/SDBC) 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
Asphalting (Including DBM/BC/BM/SDBC) 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
Asphalting (Including DBM/BC/BM/SDBC) 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
Asphalting (Including DBM/BC/BM/SDBC) 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
Asphalting (Including DBM/BC/BM/SDBC) 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
Asphalting (Including DBM/BC/BM/SDBC) 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
Asphalting (Including DBM/BC/BM/SDBC) 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
Asphalting (Including DBM/BC/BM/SDBC) 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
Asphalting (Including DBM/BC/BM/SDBC) 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
Improvements asphalting and concrete road to Savalagi Khajibilagi Gothe Kalabilagi MDR in Gothe and Kalabilagi Village Limit in Selected Reaches(Improvements to Savalagi-Khajibilagi-Gothe-Kalabilagi MDR km 15.33 to 15.77 in Jamkhandi Taluka) under 2025-26 4059-80-051-0-60-132 CMIDP
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 Description : Dismantling of Structures - Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead - Dismantling Stone Masonry - By Manual Means - Rubble stone masonry in cement mortar. m³ 57.6 36892.80 640.5
2 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 80 8568.00 107.1
3 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 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates m³ 40 258174.00 6454.35
Item Description : 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. - M 25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m³ 92.5 816476.23 8826.77
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 6.18 452601.26 73236.45
Item Description : Manual Means - 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. m³ 50 24885.00 497.7
Item Name : PSCC Pole - 9 Mtr Long, 200 Kg WL No 16 67184.00 4199
Item Name : Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth No 16 17808.00 1113
Item Name : 11 kV, 5 kN Composite/Polymeric Pin Insulator (24 mm dia FRP Rod) No 32 6560.00 205
Item Name : 11 KV,45 KN Polymeric insulators No 16 2976.00 186
Item Name : LT 4 Pin Cross Arm - GI No 16 6064.00 379
Item Name : Fixing of 2 Pin cross arm with Insulator and Braces fixing No 16 2560.00 160
Item Name : 2 HT ST Support 50x8 mm Flat - GI No 16 1936.00 121
Item Name : Fixing of HT/LT Single Top Support No 30.4 6469.12 212.8
Item Name : 1.1 KV Polymeric pin insulators No 32 2784.00 87
Item Name : S.E Electrodes No 8 1912.00 239
Item Name : Providing Spiral Earth Electrode type earthing (without charcoal, salt etc.,) No 8 1413.60 176.7
Item Name : For RCC Pole - 9 Mtr Long, 145KG WL/PSCC Pole - 9 Mtr Long, 300Kg WL - MS No 2 12802.00 6401
Item Name : Caution /Danger board No 1 150.00 150
Item Name : 8 SWG GI Wire(4.064 mm Dia), Std Wt: 131 Kg/KM No 0.01 750.40 75040
Item Name : 10 SWG GI Wire(3.251 mm Dia), Std Wt: 82 Kg/KM No 0.01 791.71 79171
Item Name : LT Protection kit No 2 4046.00 2023
Item Name : PVC Wire - 120 SqmmAl Wt: 32 Kg, Total Wt: 45.5Kg/100 Mtr Coil No 0.65 9307.35 14319
Item Name : ii, Compression type Aluminium Tubular in Line Connector for Aluminum Conductor 120 Sqmm No 17 289.00 17
Item Name : iii, PG clamps -Rabbit to 120 sqm No 4 1092.00 273
Item Name : iv. Spacers for DTC WIRING No 8 336.00 42
Item Name : MS Fish Plate No 4 312.00 78
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 735 4630.50 6.3
2 Item Description : Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator. Ref to MoRT&H : IRC - 305.4.3 m² 1497.5 7861.88 5.25
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 830.44 429877.27 517.65
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 892.95 2211792.50 2476.95
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 903.75 2428331.06 2686.95
6 Item Description : Prime Coat over WMM/WBM - Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. Ref to MoRT&H : IRC - 502 m² 3335 161080.50 48.3
7 Item Description : Tack coat on Bituminous surface - Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom. Ref to MoRT&H : IRC - 503 m² 4641 58476.60 12.6
8 Item Description : Bituminous Macadam Grading - II for traffic <20 MSA - Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. Ref to MoRT&H : IRC - 504 m³ 232.05 1999899.72 8618.4
9 Item Description : Semi Dense Bituminous Concrete - Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. Ref to MoRT&H : IRC - IRC-37:2018 m³ 116.03 1339659.17 11545.8
10 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 112 780746.40 6970.95
11 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 B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022 - 90 cm equilateral triangle each 12 58854.60 4904.55
12 Item Description : Providing S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey. RCC NP3 Class pipe of 300 mm dia. m 52.5 73426.50 1398.6
13 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 218 121317.00 556.5
14 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 292 111909.00 383.25
15 Item Description : Pedestrian Crossings as per IRC 99-2018 - Providing Speed Breakers/Raised pedestrian crossings in Trapezoidal section with 2.5 m Top width and transition length of 0.8 m length and height of 0.1 m as per IRC 99:2018 using Bituminous Macadam (BM) Gr II and Semi Dense Bituminous Macadam (SDBC) Gr II for entire formation width & WBM Gr II for Shoulder hump portion only (150 mm thick), completing with road marking paint with applied thermoplastic compound with reflecting glass beeds on bituminous surface and providing 2 Nos. retro reflective traffic signs as per IRC 67 -2022 - Two lane for formation width of 9.00 m. Ref to MoRT&H : IRC - IRC 99 : 2018 No 1 49467.60 49467.6
16 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 2 18900.00 9450
Executive Engineer
PUBLIC WORKS DEPARTMENT DIVISION
Improvements asphalting and concrete road to Savalagi Khajibilagi Gothe Kalabilagi MDR in Gothe and Kalabilagi Village Limit in Selected Reaches(Improvements to Savalagi-Khajibilagi-Gothe-Kalabilagi MDR km 15.33 to 15.77 in Jamkhandi Taluka) under 2025-26 4059-80-051-0-60-132 CMIDP
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 Description : Dismantling of Structures - Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead - Dismantling Stone Masonry - By Manual Means - Rubble stone masonry in cement mortar. 2 months 4399302.61 4400.00
2 Item Description : Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Item Description : Manual Means - Construction of Embankment by excavating the available approved Gravel/ Murrum deposited 2 months 4647787.88 4700.00
3 Item Description : Semi Dense Bituminous Concrete - Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. Ref to MoRT&H : IRC - IRC-37:2018 2 months 2554280.27 2600.00
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 6.3 735 4630.5
2 Item Description : Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator. Ref to MoRT&H : IRC - 305.4.3 m² 5 5.25 1497.5 7861.88
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 493 517.65 830.44 429877.27
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 2476.95 892.95 2211792.5
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 2686.95 903.75 2428331.06
6 Item Description : Prime Coat over WMM/WBM - Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. Ref to MoRT&H : IRC - 502 m² 46 48.3 3335 161080.5
7 Item Description : Tack coat on Bituminous surface - Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom. Ref to MoRT&H : IRC - 503 m² 12 12.6 4641 58476.6
8 Item Description : Bituminous Macadam Grading - II for traffic <20 MSA - Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. Ref to MoRT&H : IRC - 504 m³ 8208 8618.4 232.05 1999899.72
9 Item Description : Semi Dense Bituminous Concrete - Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. Ref to MoRT&H : IRC - IRC-37:2018 m³ 10996 11545.8 116.03 1339659.17
10 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 6970.95 112 780746.4
11 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 B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022 - 90 cm equilateral triangle each 4671 4904.55 12 58854.6
12 Item Description : Providing S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey. RCC NP3 Class pipe of 300 mm dia. m 1332 1398.6 52.5 73426.5
13 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 530 556.5 218 121317
14 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 365 383.25 292 111909
15 Item Description : Pedestrian Crossings as per IRC 99-2018 - Providing Speed Breakers/Raised pedestrian crossings in Trapezoidal section with 2.5 m Top width and transition length of 0.8 m length and height of 0.1 m as per IRC 99:2018 using Bituminous Macadam (BM) Gr II and Semi Dense Bituminous Macadam (SDBC) Gr II for entire formation width & WBM Gr II for Shoulder hump portion only (150 mm thick), completing with road marking paint with applied thermoplastic compound with reflecting glass beeds on bituminous surface and providing 2 Nos. retro reflective traffic signs as per IRC 67 -2022 - Two lane for formation width of 9.00 m. Ref to MoRT&H : IRC - IRC 99 : 2018 No 47112 49467.6 1 49467.6
16 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 9450 2 18900
1 Item Description : Dismantling of Structures - Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead - Dismantling Stone Masonry - By Manual Means - Rubble stone masonry in cement mortar. m³ 610 640.5 57.6 36892.8
2 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 102 107.1 80 8568
3 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 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates m³ 6147 6454.35 40 258174
Item Description : 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. - M 25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m³ 6227 8826.77 92.5 816476.22
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 73236.45 6.18 452601.26
Item Description : Manual Means - 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. m³ 474 497.7 50 24885
Item Name : PSCC Pole - 9 Mtr Long, 200 Kg WL No 4199 16 67184
Item Name : Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth No 1113 16 17808
Item Name : 11 kV, 5 kN Composite/Polymeric Pin Insulator (24 mm dia FRP Rod) No 205 32 6560
Item Name : 11 KV,45 KN Polymeric insulators No 186 16 2976
Item Name : LT 4 Pin Cross Arm - GI No 379 16 6064
Item Name : Fixing of 2 Pin cross arm with Insulator and Braces fixing No 160 16 2560
Item Name : 2 HT ST Support 50x8 mm Flat - GI No 121 16 1936
Item Name : Fixing of HT/LT Single Top Support No 212.8 30.4 6469.12
Item Name : 1.1 KV Polymeric pin insulators No 87 32 2784
Item Name : S.E Electrodes No 239 8 1912
Item Name : Providing Spiral Earth Electrode type earthing (without charcoal, salt etc.,) No 176.7 8 1413.6
Item Name : For RCC Pole - 9 Mtr Long, 145KG WL/PSCC Pole - 9 Mtr Long, 300Kg WL - MS No 6401 2 12802
Item Name : Caution /Danger board No 150 1 150
Item Name : 8 SWG GI Wire(4.064 mm Dia), Std Wt: 131 Kg/KM No 75040 0.01 750.4
Item Name : 10 SWG GI Wire(3.251 mm Dia), Std Wt: 82 Kg/KM No 79171 0.01 791.71
Item Name : LT Protection kit No 2023 2 4046
Item Name : PVC Wire - 120 SqmmAl Wt: 32 Kg, Total Wt: 45.5Kg/100 Mtr Coil No 14319 0.65 9307.35
Item Name : ii, Compression type Aluminium Tubular in Line Connector for Aluminum Conductor 120 Sqmm No 17 17 289
Item Name : iii, PG clamps -Rabbit to 120 sqm No 273 4 1092
Item Name : iv. Spacers for DTC WIRING No 42 8 336
Item Name : MS Fish Plate No 78 4 312
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