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Tender Value
₹1.6 Cr
EMD Value
₹2.4 L
Closing Date
22 Jul 2026, 9:30 pm
Public Works Department
Improvements to main road and internal roads in Yalakkishettar colony of ward No 23 connecting to Mangasuli Laxmeshwar State Highway -73 in Dharwad city
PWD/2025-26/RD/WORK_INDENT34417/CALL-2
PWD/2025-26/RD/WORK_INDENT34417/CALL-2
Open
Roads
PWD Division Office Dharwada
8 documents required · 8 mandatory
List of existing commitments and ongoing works
List of works for which tenders already submitted
Reports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five years
List of Financial Resources with Certificates
Work Done Certificates obtained from the Competent Authorities
The Tenderer should be a PWD Registered Class III & Above contractor
To qualify for award of this contract each Tenderer in its name should have in the last five years i.e. 2021-22, 2022-23, 2023-24, 2024-25 & 2025-26 Satisfactorily completed at least 50 Percent of the contract value as prime contractor at least one similar work such as Improvements to Road works of value not less than Rs.79.94 Lakhs
3.3) Each Tenderer should further demonstrate: (a) As per this note, 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 up to 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.1) Excavator like JCB/Hitachi etc , 2)Tippers / Trucks, 3)Road Roller (vibrator), 4) Construction elevator , 5)Transit mixers, 6)Paver finisher, 7)Concrete Mixer , 8)Pug Mill (suitable Capacity).
Liquid assets and or availability of credit facilities of not less than Rs. 79.94 Lakhs Credit lines or letter of credit or certificates from the banks for meeting the fund requirement etc. LOC or Letter of Credit should be in prescribed format as per KW-4 Bid Document. if not attached then the tender will not be accepted.
To qualify for the award of this contract each Tenderer in its name should have in the last five years i.e. 2021-22, 2022-23, 2023-24, 2024-25 & 2025-26 executed in any one year the following minimum quantities of work 1). Earth work excavation/ Embankment - 7123.78 Cum, 2) Granular Sub-base (GSB) - 852.80 Cum, 3) WMM/ WBM Course- 722.10 Cum, 4) Asphalt work(including BM/DBM/BC/SDBC)/MSS - 218.24 Cum. 2)PCC/RCC/PQC - 571.20 Cum.
Contact details of contractor Should mention valid Email ID, communication Address, Phone Number
BID Capacity AxNx1.5-B
Annual Turnover Certificate along with profit and Loss account statements ITR Returns UDIN is preffered in Turnover Certificate. From 2021-22 to 2025-26
Total value of civil engineering construction works executed and payments received in the last five years 2021-22, 2022-23, 2023-24, 2024-25 & 2025-26 a Achieved in at least Two Financial years a minimum financial turnover in all classes of civil engineering construction works only of Rs. 319.76 Lakhs. with UDIN number
Total value of civil engineering works executed and payments received in the last five years (year-wise)
₹4,000
₹2.4 L
2 Jul 2026
2 Jul 2026
23 Jul 2026
21 Jul 2026
21 Jul 2026
FOR TENDERS upto RS.200.00 LAKHS 87.53
Tender amount 15987497.81 159.88 For Milestone 1: 4796.25 Rs. per day
EMD 1.5% 239812.47 239900 For Milestone 2: 4796.25 Rs. per day
Completion period 6.00 100000 For Milestone 3: 6395.00 Rs. per day
Annual turnover 319.76 139900
Similar nature work 79.94 0.00
LOC Liquidity assets 79.94
Estimated quantities 80%quantities
#REF! #REF! 87.53
Total Quantity 80% Quantity
Order Item Details Floor/Lift No. Base Rate Final Rate (Excluding GST) Quantity Net Amount (Excluding GST) Actions 80% 15%
1 Category : Vol - 3 -Chapter -3- EARTH WORK, EROSION CONTROL AND DRAINAGE --- 5 5.25 4355 22863.75 3484 0.14
Item Code : 3.4.ii 0 0.00
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 0 0.00 E/W 7123.78
Unit : m² 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00 GSB 852.80
2 Category : Vol - 3 -Chapter -16- PANCHAYATH RAJ ENGINEERING DEPARTMENT ITEMS --- 25 26.25 2592 68040 1036.8 829.44 0.43 WMM 722.10
Item Code : 16.8.b 0 0.00
Item Description : Surface Drains in Soil - Construction of unlined surface drains of average cross- sectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. - Mechanical Means. Ref to MoRT&H : IRC - 307 0 0.00 Asphalt work(including BM/DBM/BC/SDBC)/MSS 218.24
Unit : m 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
3 Category : Vol - 3 -Chapter -3- EARTH WORK, EROSION CONTROL AND DRAINAGE --- 493 517.65 4962.43 2568801.89 3969.944 16.07 PCC/RCC/PQC 571.20
Item Code : 3.6 0 0.00
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 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
4 Category : Vol - 3 -Chapter -4- SUB-BASES, BASES (NON-BITUMINOUS), SHOULDERS AND STABILIZATION METHODS --- 2359 2476.95 1066 2640428.7 852.8 16.52
Item Code : 4.2.B.v 0 0.00
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 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
5 Category : Vol - 3 -Chapter -4- SUB-BASES, BASES (NON-BITUMINOUS), SHOULDERS AND STABILIZATION METHODS --- 2559 2686.95 902.63 2425321.68 722.104 15.17
Item Code : 4.17 0 0.00
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 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
6 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 46 48.3 3637.5 175691.25 2910 1.10
Item Code : 5.1.A.i 0 0.00
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 0 0.00
Unit : m² 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
7 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 15 15.75 3637.5 57290.62 2910 0.36
Item Code : 5.33 0 0.00
Item Description : Tack coat on Granular surface treated with primer - Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on Granular Surface. Ref to MoRT&H : IRC - 503 0 0.00
Unit : m² 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
8 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 8208 8618.4 181.87 1567428.41 145.496 9.80
Item Code : 5.8.ii.C 0 0.00
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 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
9 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 10996 11545.8 90.93 1049859.59 72.744 6.57 16.37
Item Code : 5.31 0 0.00
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 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
10 Category : Vol - 3 -Chapter -16- PANCHAYATH RAJ ENGINEERING DEPARTMENT ITEMS --- 6639 6970.95 714 4977258.3 571.2 31.13
Item Code : 16.28 0 0.00
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 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
11 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 530 556.5 260 144690 208 0.91
Item Code : 8.15 0 0.00
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 0 0.00
Unit : m² 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
12 Category : Vol - 1 -Chapter -I- Earth Work --- 95 99.75 2905.5 289823.62 2324.4 1.81
Item Code : 1.12 0 0.00
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 0 0.00
Rate Analaysis Performed ?: Yes
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road specification.pdf
Others - Road Specification • 1.52 MB
bid document kw-4 wi 34417 CALL 2.docx
Tender Document • 1.16 MB
34417.xlsx
Others - Qty Format • 0.06 MB
government notification BC LOC letter to be issued by the Bank.pdf
Others - LOC Format • 1.73 MB
concrete specification.pdf
Others - Concrete Specification • 0.14 MB
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