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Tender Value
₹1.2 Cr
EMD Value
₹2 L
Closing Date
22 Jul 2026, 9:30 pm
Public Works Department
CONSTRUCTION OF BRIDGE AT KM 6.60 ON HEBBALLI TO TALUKA BORDER MDR ROAD IN DHARWAD TALUK.(at Km 6.60 and at Km 6.90)
PWD/2026-27/BR/WORK_INDENT37105
PWD/2026-27/BR/WORK_INDENT37105
Open
Bridges/Culverts
PWD Division Office Dharwada
7 documents required · 7 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 Construction of Bridge works of value not less than Rs.59.86 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) Concrete Batch mix Plant, 2).Transit Mixer, 3)Excavator like JCB / Hitachi, 4).Tippers , 5)Water Tanker, 6).Shuttering Materials.
Liquid assets and or availability of credit facilities of not less than Rs.59.86 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/Subgrade- 5010.34 Cum, 2) TMT Steel- 30.40 Tonne, 3) PCC/RCC/PQC - 612.15 Cum.
Contact details of contractor Should mention valid Email ID, communication Address, Phone Number
BID Capacity AxNx1.5-B
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. 239.44 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.
Total value of civil engineering works executed and payments received in the last five years (year-wise)
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.
₹3,000
₹2 L
7 Jul 2026
7 Jul 2026
23 Jul 2026
21 Jul 2026
21 Jul 2026
FOR TENDERS upto RS.150.00 LAKHS 20426.23
Tender amount 11971584.65 119.72 For Milestone 1: 3591.48 Rs. per day
EMD 1.5% 179573.77 200000 For Milestone 2: 3591.48 Rs. per day
Completion period 6.00 100000 For Milestone 3: 4788.63 Rs. per day
Annual turnover 239.44 100000
Similar nature work 59.86 0.00
LOC Liquidity assets 59.86
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 -2- SITE CLEARANCE --- 719 719 360 258840 288 2.16
Item Code : 2.8.ii.a 0 0.00
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 - Lime /Cement Concrete - By Mechanical Means - Cement Concrete Grade M-15 & M-20 0 0.00 E/W 5010.34
Unit : m³ 0 0.00
Rate Analaysis Performed ?: No 0 0.00 PCC/RCC/PQC 612.15
2 Category : Vol - 1 -Chapter -I- Earth Work --- 102 111.27 5840.6 649883.56 4672.48 5.43
Item Code : 1.14.1 0 0.00
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 0 0.00 STEEL 30.40
Unit : m³ 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
3 Category : Vol - 1 -Chapter -II- Concrete Works 0 5918 6456 110.47 713194.32 88.376 5.96
Item Code : 2.1.3 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 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
4 Category : Vol - 1 -Chapter -II- Concrete Works 0 6227 6996.88 100.41 702556.72 80.328 5.87
Item Code : 2.2.3 0 0.00
Item Description : Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. - M 25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
5 Category : Vol - 1 -Chapter -II- Concrete Works 0 6227 6996.88 169.68 1187230.6 135.744 9.92
Item Code : 2.2.3 0 0.00
Item Description : Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. - M 25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
6 Category : Vol - 1 -Chapter -II- Concrete Works 0 6227 7472.4 81.51 609075.32 65.208 5.09
Item Code : 2.4.3 0 0.00
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 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
7 Category : Vol - 1 -Chapter -II- Concrete Works 0 6227 7472.4 132.73 991811.65 106.184 8.28
Item Code : 2.4.3 0 0.00
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 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
8 Category : Vol - 1 -Chapter -II- Concrete Works 0 6734 8815.42 90.35 796473.2 72.28 6.65
Item Code : 2.5.2 0 0.00
Item Description : Providing and laying in position 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 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. The cost includes all lead & lifts, cost of all materials, 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 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
9 Category : Vol - 1 -Chapter -II- Concrete Works 0 87305 87305 14.45 1261557.25 11.56 10.54
Item Code : 2.11.b 0 0.00
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. Foundations of Bridges 0 0.00
Unit : t 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
10 Category : Vol - 1 -Chapter -II- Concrete Works 0 87532 87532 17.25 1509927 13.8 12.61
Item Code : 2.11.c 0 0.00
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. Sub structure of Bridges 0 0.00
Unit : t 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
11 Category : Vol - 1 -Chapter -II- Concrete Works 0 87758 87758 6.3 552875.4 5.04 4.62
Item Code : 2.11.d 0 0.00
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. Super structure of Bridges 0 0.00
Unit : t 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
12 Category : Vol - 3 -Chapter -12- SUB-STRUCTURE OF BRIDGES --- 2677 2677 253.05 677414.85 202.44 5.66
Item Code : 12.4 0 0.00
Item Description : 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 not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. Ref to MoRT&H : IRC - 710.1.4. of IRC :78 & 2200 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
13 Category : Vol - 3 -Chapter -12- SUB-STRUCTURE OF BRIDGES --- 1168 1168 422.33 493281.44 337.864 4.12
Item Code : 12.3.A 0 0.00
Item Description : 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 - 710.1.4. of IRC :78 & 2200 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
14 Category : Vol - 1 -Chapter -I- Earth Work --- 266 266 115.06 30605.96 92.048 0.26
Item Code : 1.9 0 0.00
Item Description : Manual Means - Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating Each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
15 Category : Vol - 3 -Chapter -13- SUPER-STRUCTURE OF BRIDGES --- 6727 6727 19.74 132790.98 15.792 1.11
Item Code : 13.8 0 0.00
Item Description : PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification. Ref to MoRT&H : IRC - 2700 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
16 Category : Vol - 3 -Chapter -13- SUPER-STRUCTURE OF BRIDGES --- 11201 11201 39.48 442215.48 31.584 3.69
Item Code : 13.9 0 0.00
Item Description : 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 - 1500, 1600, 1700 & 2704 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
17 Category : Vol - 3 -Chapter -13- SUPER-STRUCTURE OF BRIDGES --- 13087 13087 20.82 272471.34 16.656 2.28
Item Code : 13.2 0 0.00
Item Description : 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 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
18 Category : Vol - 3 -Chapter -13- SUPER-STRUCTURE OF BRIDGES --- 2126 2126 61 129686 48.8 1.08
Item Code : 13.4 0 0.00
Item Description : Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, c/c spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. Ref to MoRT&H : IRC - 2703, 1500, 1600 & 1700 0 0.00
Unit : m 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
19 Category : Vol - 3 -Chapter -13- SUPER-STRUCTURE OF BRIDGES --- 3271 3271 8 26168 6.4 0.22
Item Code : 13.7 0 0.00
Item Description : Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification. Ref to MoRT&H : IRC - 2705 0 0.00
Unit : No 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
20 Category : Vol - 3 -Chapter -13- SUPER-STRUCTURE OF BRIDGES --- 137 137 73.34 10047.58 58.672 0.08
Item Code : 13.15.ii 0 0.00
Item Description : 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 0 0.00
Unit : m 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
21 Category : Vol - 3 -Chapter -12- SUB-STRUCTURE OF BRIDGES --- 138 138 61.95 8549.1 49.56 0.07
Item Code : 12.1 0 0.00
Item Description : 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 slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. Ref to MoRT&H : IRC - 2706 & 2200 0 0.00
Unit : m 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
22 Category : Vol - 3 -Chapter -14- RIVER TRAINING AND PROTECTION WORKS --- 1912 1912 49.76 95141.12 39.808 0.79
Item Code : 14.1.A 0 0.00
Item Description : Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. - Boulder Laid Dry Without Wire Crates. Ref to MoRT&H : IRC - 2503 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
23 Category : Vol - 2 -Chapter -17- Rain Water Harvesting 0 1002 1002 49.76 49859.52 39.808 0.42
Item Code : 17.1 0 0.00
Item Description : supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
24 Category : Vol - 1 -Chapter -I- Earth Work --- 2682 2682 137.93 369928.26 110.344 3.09
Item Code : 1.23 0 0.00
Item Description : 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 materials and labour with all lead and lift complete as per specifications. 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
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