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| # | Company | Amount | Status |
|---|---|---|---|
| 1 | ₹1.3 Craccepted-aoc | ₹1.3 Cr | accepted-aoc |
Tender Value
₹1.2 Cr
EMD Value
₹2 L
Closing Date
13 Feb 2026, 9:30 pmClosed
Public Works Department
EE PWD Dharwad
Improvements and Construction of Retaining wall in Selected Reaches of Mummigatti Kavalgeri via SH-01 , SH-34 & Narendra MDR From Km 6.70 to km 10.50 of Dharwad Taluk in Dharwad District
PWD/2025-26/BR/WORK_INDENT29188
PWD/2025-26/BR/WORK_INDENT29188
Open
Roads
Two Tender Document System(Two Cover)
PWD Division Office Dharwada
7 documents required · 7 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 III & 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 Improvements / Construction of Retaining wall work of value not less than Rs.60.39 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.120.78 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 - 2916.08 Cum, 2) Steel - 17.14 Tonne , 3) PCC/RCC/PQC - 338.19 Cum, 4) GSB- 598.27 Cum, 5)WMM/WBM - 480.00 Cum, 6) Asphalt work(inculding BM/DBM/BC/SDBC)/MSS - 144.00 Cum.
Contact details of contractor Should mention valid Email ID, communication Address, Phone Number
BID Capacity AxNx1.5-B
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.
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. 241.56 Lakhs. with UDIN number
Annual Turnover Certificate along with profit and Loss account statements ITR Returns UDIN is preffered in Turnover Certificate. From 2020-21 to 2024-25
₹3,020
₹2 L
13 Feb 2026
2 Feb 2026
16 Feb 2026
12 Feb 2026
12 Feb 2026
FOR TENDERS upto RS.150.00 LAKHS 18834.13
Tender amount 12077725 120.78 For Milestone 1: 3623.32 Rs. per day
EMD 1.5% 181165.88 200000 For Milestone 2: 3623.32 Rs. per day
Completion period 3.00 100000 For Milestone 3: 4831.09 Rs. per day
Annual turnover 241.56 100000
Similar nature work 60.39 0.00
LOC Liquidity assets 120.78
Estimated quantities 80%quantities
Total Quantity 80% Quantity
S.No Item Details Rate INR (Excluding GST) Quantity Is BuyBack Minimum BuyBack Value Net Amount (Excluding GST) Actions 80% 15%
1 Category : Vol - 1 -Chapter -I- Earth Work --- 102 102 820.78 83719.56 656.624 0.69
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 E/W 2916.08
Unit : m³ 0 0.00
Rate Analaysis Performed ?: No 0 0.00
2 Category : Vol - 1 -Chapter -I- Earth Work --- 433 433 1020.74 441980.42 816.592 3.66 STEEL 17.14
Item Code : 1.11 0 0.00
Item Description : Manual Means - Filling approved 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 PCC/RCC/PQC 338.19
Unit : m³ 0 0.00
Rate Analaysis Performed ?: No 0 0.00 GSB 598.27
3 Category : Vol - 1 -Chapter -I- Earth Work --- 2682 2682 121.68 326345.76 97.344 2.70
Item Code : 1.23 0 0.00 WMM 480.00
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 Asphalt work(inculding BM/DBM/BC/SDBC)/MSS 144.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: No 0 0.00
4 Category : Vol - 1 -Chapter -II- Concrete Works 0 69749 69749 21.43 1494721.07 17.144 12.38
Item Code : 2.11.h 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. All other type of structures 0 0.00
Unit : t 0 0.00
Rate Analaysis Performed ?: No 0 0.00
5 Category : Vol - 3 -Chapter -12- SUB-STRUCTURE OF BRIDGES --- 239 239 95 22705 76 0.19
Item Code : 12.2 0 0.00
Item Description : Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, 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 ?: No 0 0.00
6 Category : Vol - 3 -Chapter -12- SUB-STRUCTURE OF BRIDGES --- 2677 2677 173.82 465316.14 139.056 3.85
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 ?: No 0 0.00
7 Category : Vol - 3 -Chapter -3- EARTH WORK, EROSION CONTROL AND DRAINAGE --- 6 6 180 1080 144 0.01
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
8 Category : Vol - 3 -Chapter -3- EARTH WORK, EROSION CONTROL AND DRAINAGE --- 493 493 1782.4 878723.2 1425.92 7.28
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 ?: No 0 0.00
9 Category : Vol - 3 -Chapter -4- SUB-BASES, BASES (NON-BITUMINOUS), SHOULDERS AND STABILIZATION METHODS --- 2359 2359 747.84 1764154.56 598.272 14.61
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
10 Category : Vol - 3 -Chapter -4- SUB-BASES, BASES (NON-BITUMINOUS), SHOULDERS AND STABILIZATION METHODS --- 2559 2559 600 1535400 480 12.71
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 ?: No 0 0.00
11 Category : Vol - 1 -Chapter -I- Earth Work --- 474 474 1041.92 493870.08 833.536 4.09
Item Code : 1.8 0 0.00
Item Description : Manual Means - Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
12 Category : Vol - 1 -Chapter -II- Concrete Works 0 5918 5918 60.82 359932.76 48.656 2.98
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 ?: No 0 0.00
13 Category : Vol - 1 -Chapter -II- Concrete Works 0 6227 6413.81 190 1218623.9 152 10.09
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
14 Category : Vol - 1 -Chapter -II- Concrete Works 0 6371 7008.1 171.92 1204832.55 137.536 9.98
Item Code : 2.3.2 0 0.00
Item Description : Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, 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
S.No Item Details Rate INR (Excluding GST) Quantity Is BuyBack Minimum BuyBack Value
Item Name : 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 : Sqm 0 0.00
Item Name : 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 : Sqm 0 0.00
Item Name : providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed agreegates of specified grading premixed with bitumious binder [email protected]% by weight of mix,transported to site,laid over a previously prepared surface with mechanical pavar finisher to the required grade,level and alignment and rolled as per clauses 501.6 and 501.7 to achive the desired compaction 0 0.00
Unit : CUBIC METER 0 0.00
Item Name : 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 : CUBIC METER
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government notification BC LOC letter to be issued by the Bank.pdf
Others - LOC Format • 1.73 MB
road specification.pdf
Others - Road Specification • 1.52 MB
29188.xlsx
Others - Qty Format • 0.06 MB
bid document kw-4 wi 29188.docx
Tender Document • 1.16 MB
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