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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
27 Apr 2026, 9:30 pmClosed
Public Works Department
EE PWD DHARWAD
Construction of concrete road and CC Drain in Devar Hubballi village limit of Nigadii -Devagiri MDR in Dharwad taluk of Dharwad district.
PWD/2025-26/RD/WORK_INDENT34280
PWD/2025-26/RD/WORK_INDENT34280
Open
Roads
Two Tender Document System(Two Cover)
PWD Division Office Dharwada
8 documents required · 8 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 concrete road / CC Drain works of value not less than Rs.60.47 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) Construction elevator , 5)Transit mixers, 6)Paver finisher, 7)Concrete Mixer , 8)Pug Mill (suitable Capacity).
Liquid assets and or availability of credit facilities of not less than Rs. 120.94 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). Earthwork excavation/ Embankment/Subgrade - 3914.30 Cum, 2) GSB - 636.07 Cum, 3) WMM/ WBM Course- 578.82 Cum, 4) PCC/RCC/PQC - 771.76 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 2021-22 to 2025-26
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. 241.88 Lakhs. with UDIN number
Total value of civil engineering works executed and payments received in the last five years (year-wise)
₹3,030
₹2 L
27 Apr 2026
18 Apr 2026
28 Apr 2026
24 Apr 2026
24 Apr 2026
FOR TENDERS upto RS.150.00 LAKHS 18594.85
Tender amount 12093676.81 120.94 For Milestone 1: 3628.10 Rs. per day
EMD 1.5% 181405.15 200000 For Milestone 2: 3628.10 Rs. per day
Completion period 3.00 100000 For Milestone 3: 4837.47 Rs. per day
Annual turnover 241.88 100000
Similar nature work 60.47 0.00
LOC Liquidity assets 120.94
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 -16- PANCHAYATH RAJ ENGINEERING DEPARTMENT ITEMS --- 25 25 1062.6 26565 425.04 340.032 0.22
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 E/W 3914.30
Unit : m 0 0.00
Rate Analaysis Performed ?: No 0 0.00
2 Category : Vol - 3 -Chapter -3- EARTH WORK, EROSION CONTROL AND DRAINAGE --- 493 493 3373.96 1663362.28 2699.168 13.75 GSB 636.07
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 WMM 578.82
Unit : m³ 0 0.00
Rate Analaysis Performed ?: No 0 0.00
3 Category : Vol - 3 -Chapter -4- SUB-BASES, BASES (NON-BITUMINOUS), SHOULDERS AND STABILIZATION METHODS --- 2359 2359 795.09 1875617.31 636.072 15.51 PCC 771.76
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
4 Category : Vol - 3 -Chapter -4- SUB-BASES, BASES (NON-BITUMINOUS), SHOULDERS AND STABILIZATION METHODS --- 2559 2559 723.53 1851513.27 578.824 15.31
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
5 Category : Vol - 3 -Chapter -16- PANCHAYATH RAJ ENGINEERING DEPARTMENT ITEMS --- 6639 6639 964.7 6404643.3 771.76 52.96
Item Code : 16.28 0 0.00
Item Description : Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. Ref to MoRT&H : IRC - 1501 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: No 0 0.00
6 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 530 530 167 88510 133.6 0.73
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
7 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 4735 4735 2 9470 1.6 0.08
Item Code : 8.6.A.ii 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. - 90 cm equilateral triangle 0 0.00
Unit : each 0 0.00
Rate Analaysis Performed ?: No 0 0.00
8 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 9000 9000 1 9000 0.8 0.07
Item Code : 8.54 0 0.00
Item Description : 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 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804. Ref to MoRT&H : IRC - MoRTH 804 0 0.00
Unit : No. 0 0.00
Rate Analaysis Performed ?: No 0 0.00
9 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 2889 2889 2 5778 1.6 0.05
Item Code : 8.16.ii 0 0.00
Item Description : Kilometre Stone - Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc - Ordinary kilometer stone (precast). Ref to MoRT&H : IRC - 805 0 0.00
Unit : each 0 0.00
Rate Analaysis Performed ?: No 0 0.00
10 Category : Vol - 1 -Chapter -I- Earth Work --- 95 95 1093.87 103917.65 875.096 0.86
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 ?: Yes 0 0.00
11 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 2212 2212 25 55300 20 0.46
Item Code : 8.29.i 0 0.00
Item Description : Cable Duct Across the Road - Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings. - Single row for one utility service 0 0.00
Rate Analaysis Performed ?: No
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concrete specification.pdf
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34280.xlsx
Others - Qty Format • 0.06 MB
bid document kw-4 wi 34280.docx
Tender Document • 1.16 MB
government notification BC LOC letter to be issued by the Bank.pdf
Others - LOC Format • 1.73 MB
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