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| # | Company | Amount | Status |
|---|---|---|---|
| 1 | ₹2.9 Craccepted-aoc | ₹2.9 Cr | accepted-aoc |
Tender Value
₹2.8 Cr
EMD Value
₹4.2 L
Closing Date
21 Feb 2026, 9:30 pmClosed
Public Works Department
EE PWD Dharwad
Construction of Khanapur Talaguppa State Highway No.93 in Alnavar Taluk into Concrete road from Km.35.42 to 36.68 Km.
PWD/2025-26/RD/WORK_INDENT31545
PWD/2025-26/RD/WORK_INDENT31545
Open
Roads
Two Tender Document System(Two Cover)
PWD Division Office Dharwada
8 documents required · 8 mandatory
Total value of civl engineering works executed and payments received in the last five years (year-wise)
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 II & Above contractor
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 & 2024-25 Satisfactorily completed at least 50 Percent of the contract value as prime contractor at least one similar work such as Construction of CC Road work of value not less than Rs.139.99 Lakhs
3.3) (a) As per this note, each tenderer should demonstrate availability of few key (a) Availability by owning/ Lease/ Hire basis the following key and critical equipment for this work: For Lease/ Hire basis- relevant documents, commitment agreements etc., shall be scanned and uploaded (Minimum 50% of the required Key machinery should be owned by the Tendered. Remaining 50% of the required machinery may be owned / procured on Lease basis / Hire basis. 1). Batch Mix Plant (minimum capacity of 40/60 TPH)-1 Number Owned, 2).Self Loading Concrete mixture with Weigh Batcher- 1 Number Owned, 3)Mechanical Paver finisher-1 Number Owned, 4) Static Road Roller- 1Number Owned, 5) Tippers / Trucks - 04 Nos.-(02-Owned & 02-Owned/Hired/Lease), 6) Excavator/ Backhoe - 02 No.-Owned/lease/Hired, 7) Water Tanker - 01 No.- Owned/Hired/Lease, 8). Shuttering Materials - 500/sqm-Owned/lease/Hired.
Liquid assets and or availability of credit facilities of not less than Rs.139.99 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. 2020-21, 2021-22, 2022-23 , 2023-24 & 2024-25 executed in any one year the following minimum quantities of work 1). Earth work excavation/ Embankment - 3458.16 Cum, 2)PCC/RCC/PQC - 3006.72 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 2020-21 to 2024-25
Total value of civil engineering construction works executed and payments received in the last five years 2020-21, 2021-22, 2022-23 , 2023-24 & 2024-25 a Achieved in at least Two Financial years a minimum financial turnover in all classes of civil engineering construction works only of Rs. 559.96 Lakhs. with UDIN number
₹5,000
₹4.2 L
21 Feb 2026
2 Feb 2026
23 Feb 2026
20 Feb 2026
20 Feb 2026
FOR TENDERS upto RS.350.00 LAKHS 44.87
Tender amount 27997008.86 279.98 For Milestone 1: 8399.10 Rs. per day
EMD 1.5% 419955.13 420000 For Milestone 2: 8399.10 Rs. per day
Completion period 6.00 100000 For Milestone 3: 11198.80 Rs. per day
Annual turnover 559.96 320000
Similar nature work 139.99 0.00
LOC Liquidity assets 139.99
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 --- 493 493 1174.5 579028.5 939.6 2.07
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 E/W 3458.16
Unit : m³ 0 0.00
Rate Analaysis Performed ?: No 0 0.00
2 Category : Vol - 3 -Chapter -4- SUB-BASES, BASES (NON-BITUMINOUS), SHOULDERS AND STABILIZATION METHODS --- 2359 2359 820.8 1936267.2 656.64 6.92 PCC/RCC/PQC 3006.72
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 ?: No 0 0.00
3 Category : Vol - 3 -Chapter -6- CEMENT CONCRETE PAVEMENTS --- 4698 4698 1620 7610760 1296 27.18
Item Code : 6.3 0 0.00
Item Description : Construction of Fly Ash Dry Lean cement concrete Sub-Base. - Construction of Dry lean cement concrete sub-base over a prepared sub grade with coarse and fine aggregates confirming to IS 383:2016 the size of coarse aggregates not exceeding 25mm replacing cement by fly ash to the extent of 20 percent, aggregate cement ratio not to exceed 12:1 aggregates gradation after blending to be as per table 600-1, cement & cementitious 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 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: No 0 0.00
4 Category : Vol - 3 -Chapter -6- CEMENT CONCRETE PAVEMENTS --- 7808 7808 2138.4 16696627.2 1710.72 59.64
Item Code : 6.2.2 0 0.00
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 @ 315 kg/m3 & GGBS @ 105 kg/m3 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: No 0 0.00
5 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 530 530 324 171720 259.2 0.61
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 ?: No 0 0.00
6 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 3591 3591 3 10773 2.4 0.04
Item Code : 8.6.A.iv 0 0.00
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 0 0.00
Unit : each 0 0.00
Rate Analaysis Performed ?: No 0 0.00
7 Category : Vol - 3 -Chapter -6- CEMENT CONCRETE PAVEMENTS --- 1161 1161 108 125388 86.4 0.45
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 ?: No 0 0.00
8 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 365 365 420 153300 336 0.55
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 ?: No 0 0.00
9 Category : Vol - 3 -Chapter -16- PANCHAYATH RAJ ENGINEERING DEPARTMENT ITEMS --- 25 25 1728 43200 691.2 552.96 0.15
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
Unit : m 0 0.00
Rate Analaysis Performed ?: No 0 0.00
10 Category : Vol - 3 -Chapter -16- PANCHAYATH RAJ ENGINEERING DEPARTMENT ITEMS --- 3335 3335 65 216775 52 0.77
Item Code : 16.15.c 0 0.00
Item Description : PIPE CULVERTS - Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row - Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. - 750mm dia. Ref to MoRT&H : IRC - 1101.6 0 0.00
Unit : m 0 0.00
Rate Analaysis Performed ?: No 0 0.00
11 Category : Vol - 1 -Chapter -I- Earth Work --- 95 95 1890 179550 1512 0.64
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
Unit : m³ 0 0.00
Rate Analaysis Performed ?: No 0 0.00
12 Category : Vol - 3 -Chapter -3- EARTH WORK, EROSION CONTROL AND DRAINAGE --- 6 6 5940 35640 4752 0.13
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
Unit : m² 0 0.00
Rate Analaysis Performed ?: No 0 0.00
13 Category : Vol - 1 -Chapter -I- Earth Work --- 119 119 567 67473 453.6 0.24
Item Code : 1.7 0 0.00
Item Description : Manual Means - Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m³) 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: No 0 0.00
1 Category : Vol - 3 -Chapter -10- MAINTENANCE OF ROADS --- 484 484 16.74 8102.16 13.392 0.03
Item Code : 10.16 0 0.00
Item Description : Removing & Resetting - Removing & Resetting existing Heavy Duty Cobble/Interlocking stones/Pavers of thickness 60/75/80/100mm using Cement and 40mm thick sand bed ( average thickness ) and compacting with plate vibrator to achieve final desired compaction & setting of paver to its final level , including cost of materials, labour and usage charges of machinery complete as per specifications. (The cost of new paver/stones required shall be added separately) 0 0.00
Unit : m² 0 0.00
Rate Analaysis Performed ?: No 0 0.00
2 Category : Vol - 3 -Chapter -10- MAINTENANCE OF ROADS --- 64 64 2410 154240 1928 0.55
Item Code : 10.9 0 0.00
Item Description : Repair of old Joints Sealant - Removal of existing sealant and re sealing of contraction, longitudinal or expansion joints in concrete pavement with fresh sealant material. Ref to MoRT&H : IRC - 3005.2 0 0.00
Unit : m 0 0.00
Rate Analaysis Performed ?: No 0 0.00
Item Name : Paver Block (Factory made) 80 mm thick (SR 2023-24 Vol No III, Page No: A-12 , Item No:80)
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concrete specification.pdf
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31545.xlsx
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government notification BC LOC letter to be issued by the Bank.pdf
Others - LOC Format • 1.73 MB
bid document kw-4 wi 31545.docx
Tender Document • 1.16 MB
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