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Tender Value
₹1.2 Cr
EMD Value
₹2 L
Closing Date
6 May 2026, 9:30 pmClosed
Public Works Department
EE PWD Dharwad
Improvements to Supa annigeri SH 28 road near hebballi Agasi double road in Dharwad taluk Dharwad district
PWD/2025-26/RD/WORK_INDENT31544/CALL-3
PWD/2025-26/RD/WORK_INDENT31544/CALL-3
Open
Roads
Two Tender Document System(Two Cover)
PWD Division Office Dharwada
7 documents required · 7 mandatory
List of existing commitments and ongoing works
List of works for which tenders already submitted
Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded
List of Financial Resources with Certificates
Work Done Certificates obtained from the Competent Authorities 2021-22, 2022-23, 2023-24, 2024-25 & 2025-26
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 Asphalt Road works of value not less than Rs. 60.43 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)PRR Roller, 5)Hot mix with plant (minimum capacity of 40/60 TPH), 6)Paver finisher, 7)Vehicle Mounted (tank) Mechanical sprayer, 8)Pug Mill (suitable Capacity).
Liquid assets and or availability of credit facilities of not less than Rs.60.43 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
Contact details of contractor Should mention valid Email ID, communication Address, Phone Number
BID Capacity AxNx1.5-B
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) Earthwork excavation/ Embankment/Subgrade - 93.31 Cum, 2) GSB- 51.84 Cum, 3)WMM/WBM - 100.80 Cum, 4) Asphalt work(inculding BM/DBM/BC/SDBC)/MSS - 727.36 Cum
Reports on the financial standing of the tenderer, such as profit and loss statements and auditors reports for the last five years
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.241.70 Lakhs. with UDIN number
Annual Turnover Certificate along with profit and Loss account statements ITR Returns UDIN is preffered in Turnover Certificate. From 2021-22 to 2025-26
₹3,030
₹2 L
24 Apr 2026
24 Apr 2026
7 May 2026
5 May 2026
5 May 2026
FOR TENDERS upto RS.150.00 LAKHS 18733.41
Tender amount 12084439.64 120.85 For Milestone 1: 3625.33 Rs. per day
EMD 1.5% 181266.59 200000 For Milestone 2: 3625.33 Rs. per day
Completion period 6.00 100000 For Milestone 3: 4833.78 Rs. per day
Annual turnover 241.70 100000
Similar nature work 60.43 0.00
LOC Liquidity assets 60.43
Estimated quantities 80%quantities
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 --- 6 6.3 1680 10584 1344 0.09
Item Code : 3.5 0 0.00
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 0 0.00 E/W 93.31
Unit : m² 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
2 Category : Vol - 3 -Chapter -4- SUB-BASES, BASES (NON-BITUMINOUS), SHOULDERS AND STABILIZATION METHODS --- 2559 2686.95 126 338555.7 100.8 2.80 WMM 100.80
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 Asphalt work(inculding BM/DBM/BC/SDBC)/MSS 727.36
Unit : m³ 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
3 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 41 43.05 1680 72324 1344 0.60 GSB 51.84
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
4 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 12 12.6 11365 143199 9092 1.18
Item Code : 5.3.i 0 0.00
Item Description : Tack coat on Bituminous surface - Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion 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 0 0.00
Unit : m² 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
5 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 9449 9921.45 568.25 5637863.96 454.6 46.65
Item Code : 5.12.C 0 0.00
Item Description : Dense Graded Bituminous Macadam Grading - II for traffic <20 MSA - Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. Ref to MoRT&H : IRC - 505 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) --- 10954 11501.7 340.95 3921504.62 272.76 32.45
Item Code : 5.16.B.C 0 0.00
Item Description : Bituminous Concrete Grading II for traffic <20 MSA - Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects. Ref to MoRT&H : IRC - 507 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
7 Category : Vol - 5 -Chapter -16- SANITARY WORKS --- 1233 1294.65 20 25893 16 0.21
Item Code : 16.61.2 0 0.00
Item Description : Supply and fixing of SFRC machinhole cover (Medium Duty) made as per IS to suit existing damaged machinhole cover after removing the debries from inside and outside the existing machinhole etc. with all lead and lifts. Heavy Duty 0 0.00
Unit : each 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
8 Category : Vol - 3 -Chapter -10- MAINTENANCE OF ROADS --- 35 36.75 1475 54206.25 1180 0.45
Item Code : 10.17 0 0.00
Item Description : Removing & Resetting - Removing and resetting of precast kerb stones fixed with CM 1:3 fixed and finished in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra) 0 0.00
Unit : m 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
9 Category : Vol - 3 -Chapter -4- SUB-BASES, BASES (NON-BITUMINOUS), SHOULDERS AND STABILIZATION METHODS --- 543 570.15 72.5 41335.88 58 0.34
Item Code : 4.20 0 0.00
Item Description : Construction of Median and Island with Soil Taken from Borrow Areas - Construction of median and Island above road level with approved material brought from borrow pits, spread, sloped and compacted as per clause 408. Ref to MoRT&H : IRC - 408 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
10 Category : Vol - 1 -Chapter -II- Concrete Works 0 5607 5887.35 30.8 181330.38 24.64 1.50
Item Code : 2.1.2 0 0.00
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 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) --- 295 309.75 657 203505.75 525.6 1.68
Item Code : 8.52 0 0.00
Item Description : Providing Water based glossy paint (Green certified product) to Kerb Stones as per IS 164:2015 technical specifications including cleaning & surface preparation. Ref to MoRT&H : IRC - IS 164:2015 0 0.00
Unit : m² 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
12 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 530 556.5 486 270459 388.8 2.24
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
13 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 365 383.25 480 183960 384 1.52
Item Code : 8.43 0 0.00
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 0 0.00
Unit : No. 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
14 Category : Vol - 1 -Chapter -I- Earth Work --- 242 254.1 116.64 29638.22 93.312 0.25
Item Code : 1.4.1 0 0.00
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 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
15 Category : Vol - 3 -Chapter -6- CEMENT CONCRETE PAVEMENTS --- 1161 1219.05 648 789944.4 518.4 6.54
Item Code : 6.8.2 0 0.00
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 0 0.00
Unit : m² 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
16 Category : Vol - 3 -Chapter -4- SUB-BASES, BASES (NON-BITUMINOUS), SHOULDERS AND STABILIZATION METHODS --- 2487 2611.35 64.8 169215.48 51.84 1.40
Item Code : 4.1.A.v 0 0.00
Item Description : Granular Sub-Base - Plant Mix Method - Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power 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
17 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 650 682.5 16 10920 12.8 0.09
Item Code : 8.44 0 0.00
Item Description : Providing and Fixing of Median Marker that are made of tough, high impact resistant, injection-molded, thermoplastic body with an isosceles trapezoidal structure of length, width and height not less than 15cm, 10cm and 10cm respectively and thickness not less than 1.8mm, the body structure shall be rounded at its acute angle, all the corners and edges. The plastic used for molding the Median Marker shall have a minimum Notched Izod Impact strength value of 600 J/m at room temperature, when tested in accordance with ASTM D256 and shall retain at least 70% of this value when subjected to accelerated weathering for 1000hrs as per ASTM G155 or UL746C. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The Median Marker shall have rectangular-shaped, fluorescent yellow color retro- reflective sheeting of size not less than 8.5cm*8.5cm and with fully reflective micro prismatic cube corners as its retro-reflective elements as per IRC 67 2022 and ASTM D4956 type XI specifications reflectivity values. The retro-reflective sheeting shall be one or both sides of the Median Marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damage, etc. The Median Marker shall be fixed by a combination of epoxy adhesive and grouting as per MoRTH specification 806. Ref to MoRT&H : IRC - MoRTH 806 0 0.00
Unit : No. 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 31544 CALL 3.docx
Tender Document • 1.16 MB
31544.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
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