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| # | Company | Amount | Status |
|---|---|---|---|
| 1 | ₹2.9 Craccepted-finance | ₹2.9 Cr | accepted-finance |
Tender Value
₹2.8 Cr
EMD Value
₹4.2 L
Closing Date
27 Feb 2026, 10:00 pmClosed
Public Works Department
Construction of Bridge at Km 183.80 to Km 184.10 on SH 31 Jatt Jamboti road in Belagavi Taluk Belagavi rural Constituency .
264255
PWD/2025-26/BR/WORK_INDENT31846
Open
Bridges/Culverts
PWD Division Office Belagavi
11 documents required · 11 mandatory
To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e., 2020-21, 2021-22, 2022-23 ,2023-24 and 2024-25 Achieved in at least two financial years a minimum financial turnover (in all classes of civil engineering construction works only) of Rs. 554.92Lakhs
To qualify for award of this contract, each Tenderer in his name should have in the last five years 2020-21, 2021-22, 2022-23 ,2023-24 and 2024-25 Satisfactorily completed, as prime contractor, at least one similar work such as Constuction of Bridge work of value not less than Rs.138.73 Lakhs
Each Tenderer should further demonstrate: liquid assets and/or availability of credit facilities of not less than Rs.92.49lakhs Credit lines/letter of credit/ certificates from the banks for meeting the fund requirement etc
To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e., 2020-21, 2021-22 ,2022-23, 2023-24 and 2024-25 executed the following minimum quantities of Earthwork excavation in foundation/ Embankment/Subgrade & Earthen shoulder 4597Cum,PCC/RCC 1155 cum, steel reinforcement 72 Tonne
Tenderers who meet the above specified minimum qualifying criteria will only be qualified, if their available tender capacity is more than the total tender value. The available tender capacity will be calculated as under Assessed available tender capacity equal to (AxNx1.5 - B) A equal to Maximum value 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. 0.75 Year where B equal to Value at 2025-26price level, of existing commitments and on-going works to be completed during the next 0.75 Year form the probable date of Award of this contract.
Assessed Tender Capacity shall be more than the Tendered Amount
Availability by owning at least 50 % of the required /specified key and critical equipment for this work: & b) the remaining 50 % can be deployed on lease / hire basis for all works provided, the relevant documents ( commitment agreements etc.,) for availability for this work are to be furnished. Excavator (Hydraulic Excavator/Backhoe Loader) Hired 2 Nos., Tipper Own 2 Nos. - Hired 2 Nos., Steel Centering & Shuttering Materials Own562sqm Hired 562sqm,Self Loading Concrete Mixer/ Mechanical Concrete Mixer Own 1Nos. - Hired 1Nos and Water Tanker Hired 2 Nos.
The EMD of Rs. 4,16,200.00 shall be paid in full through e payment or in two parts i.e. part (1) Rs. 1,00,000.00 by e -payment Part (2) Rs.3,16,200.00 EMD shall be in the form of Bank Guarantee and shall be scanned and uploaded along with the technical Bid. The original Bank Guarantee should be handed over to the Executive Engineer before the prescribed date and time of opening of the Bids.
Report on the financial standing of the Tenderer, such as profit and loss statements and auditors report for the last five years.
Name and Address Telephone Nos. Fax Nos. and email ID of the Tenderers Bankers
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
Unique Document Identification Number (UDIN) for Practicing Chartered Account is Preffered
Information of the works for which Tender acceptance letters are received.
Information on litigation in which the Tenderer is involved:
The tenderer should be a KPWD registered Class-II and Above Contractor
₹5,000
₹4.2 L
27 Feb 2026
10 Feb 2026
2 Mar 2026
26 Feb 2026
25 Feb 2026
1 For RCC Box culverts at Ch183.80 (4 Vents, 5.0x5.0m) 2For RCC Box culverts at Ch184.10 (2 Vents, 5.0x4.0m)
2.8.ii.a Dismantling of Structures - Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, inc... 840.00 m³
1.23 Mechanical Means -
Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all mater... 645.11 m³
2.1.3 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 ... 232.48 m³
2.11.c Steel Fabrication
Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting,... 69.70 t
2.11.d Steel Fabrication
Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting,... 20.08 t
13.8 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification. Ref to MoRT&H : IRC - 2700 26.09 m³
13.9 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant). Ref to MoRT&H : IRC - 15... 52.18 m³
13.2 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant). Ref to MoRT&H : IRC - 2702 32.16 m³
12.3.A Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification - Granular material. Ref to MoRT&H : IRC - 710.1... 185.01 m³
12.4 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of ... 299.74 m³
13.5 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre s... 97.80 m
13.15.ii Filler joint - Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. Ref to MoRT&H : IRC - 2605 24.84 m
13.7 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification. Ref to MoRT&H : IRC - 2705 20.00 No
12.1 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with s... 228.00 m
14.4.A Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and ... 120.00 m³
1.14.1 Mechanical Means: -In all kinds of soils Depth upto 3m Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including s... 3775.41 Cum
2.4.3 Providing and laying in position Reinforced 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 ... 323.30 Cum
Addendum I Bridges Slno 6 ADD FOR FORMWORK (BOX CULVER 20per))
including cost of all materials, labor ,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the... 323.30 Cum
2.3.2 Providing and laying in position Reinforced 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 ... 224.50 Cum
Addendum I sl no 11 ADD FOR FORMWORK (Retaining Wall-10%)
BOX CULVERT 4 V (5M X 5M) 2 BOX CULVERT 2 V (5M X 4M 224.50 Cum
2.4.3 Providing and laying in position Reinforced 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 ... 295.76 Cum
Addendum I sl no 1 bridge ADD FOR FORMWORK (SLABS -20 percent 2 BOX CULVERT 2 V (5M X 4M 97.88 Cum
2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The ... 257.26 Cum
Addendum I ADD FOR FORMWORK (SLABS -20% BOX CULVERT 2V (5M X 4M) 90.94 Cum
Addendum I vol 1 Bridge Sl no 1 ADD FOR FORMWORK (SLABS -20%) 1 BOX CULVERT (5m x5m) 197.88 Cum
Addendum I bridge Vol 1 sl no6 ADD FOR FORMWORK (SLABS -20%) 1 BOX CULVERT (5m x 5m) 166.32 Cum
4.2.B.v 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 sur... 494.40 m³
4.17 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 ... 420.00 m³
3.6 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... 1011.60 m³
8.15 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 ref... 51.00 m²
8.43 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 int... 80.00 No.
16.8.b 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 mate... 320.00 m
5.1.A.i 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 ... 1680.00 m²
5.4.ii Tack coat on Granular surface treated with primer - Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface. R... 1680.00 m²
5.13.C 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 gradi... 84.00 m³
5.17.B.C 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, pre... 50.40 m³
3.5 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 - 3... 2400.00 m²
3.7 Compacting Original Ground - Compacting original ground supporting embankment - Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of emba... 360.00 m³
8.54 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 1.2... 2.00 No.
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