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| # | Company | Amount | Status |
|---|---|---|---|
| 1 | ₹2.0 Craccepted-aoc | ₹2.0 Cr | accepted-aoc |
Tender Value
₹2.0 Cr
EMD Value
₹3 L
Closing Date
11 May 2026, 10:10 pmClosed
Public Works Department
EE PWD Dharwad
Improvement of Approach road to the stadium in Alnavar Taluk and improvement of internal roads at selected reaches of Alnavar town limits.
PWD/2025-26/RD/WORK_INDENT31546/CALL-3
PWD/2025-26/RD/WORK_INDENT31546/CALL-3
Open
Roads
Two Tender Document System(Two Cover)
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 Improvements to Asphalt Road works of value not less than Rs. 100.00 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.100.00 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 - 2109.04 Cum, 2) Granular Sub-base (GSB)- 175.16 Cum, 3)WMM/ WBM Course - 2357.25 Cum, 4) Asphalt work(including BM/DBM/BC/SDBC)/MSS - 660.38 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 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. 399.98 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)
₹5,000
₹3 L
11 May 2026
4 May 2026
12 May 2026
8 May 2026
8 May 2026
FOR TENDERS upto RS.200.00 LAKHS 24.97
Tender amount 19998335.34 199.99 For Milestone 1: 5999.50 Rs. per day
EMD 1.5% 299975.03 300000 For Milestone 2: 5999.50 Rs. per day
Completion period 6.00 100000 For Milestone 3: 7999.33 Rs. per day
Annual turnover 399.98 200000
Similar nature work 100.00 0.00
LOC Liquidity assets 100.00
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 --- 6 6 11006.25 66037.5 8805 0.33
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 E/W 2109.04
Unit : m² 0 0.00
Rate Analaysis Performed ?: No 0 0.00 GSB 175.16
2 Category : Vol - 3 -Chapter -3- EARTH WORK, EROSION CONTROL AND DRAINAGE --- 493 493 2480.3 1222787.9 1984.24 6.11 WMM 2357.25
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 Asphalt work(inculding BM/DBM/BC/SDBC)/MSS 660.38
Unit : m³ 0 0.00
Rate Analaysis Performed ?: No 0 0.00
3 Category : Vol - 3 -Chapter -16- PANCHAYATH RAJ ENGINEERING DEPARTMENT ITEMS --- 25 25 390 9750 156 124.8 0.05
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
4 Category : Vol - 3 -Chapter -4- SUB-BASES, BASES (NON-BITUMINOUS), SHOULDERS AND STABILIZATION METHODS --- 2359 2359 218.95 516503.05 175.16 2.58
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
5 Category : Vol - 3 -Chapter -4- SUB-BASES, BASES (NON-BITUMINOUS), SHOULDERS AND STABILIZATION METHODS --- 2559 2559 2946.56 7540247.04 2357.248 37.70
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
6 Category : Vol - 3 -Chapter -16- PANCHAYATH RAJ ENGINEERING DEPARTMENT ITEMS --- 6639 6639 257.6 1710206.4 206.08 8.55
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
7 Category : Vol - 3 -Chapter -6- CEMENT CONCRETE PAVEMENTS --- 1161 1161 12 13932 9.6 0.07
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 -10- MAINTENANCE OF ROADS --- 484 484 1.86 900.24 1.488 0.00
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
9 Category : Vol - 3 -Chapter -10- MAINTENANCE OF ROADS --- 64 64 617 39488 493.6 0.20
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
10 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 46 46 11006.25 506287.5 8805 2.53
Item Code : 5.1.A.i 0 0.00
Item Description : 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 : m² 0 0.00
Rate Analaysis Performed ?: No 0 0.00
11 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 13 13 11006.25 143081.25 8805 0.72
Item Code : 5.3.i 0 0.00
Item Description : 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 : m² 0 0.00
Rate Analaysis Performed ?: No 0 0.00
12 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 8208 8208 550.31 4516944.48 440.248 22.59
Item Code : 5.8.ii.C 0 0.00
Item Description : Bituminous Macadam Grading - II for traffic <20 MSA - Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. Ref to MoRT&H : IRC - 504 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: No 0 0.00
13 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 10996 10996 275.16 3025659.36 220.128 15.13
Item Code : 5.31 0 0.00
Item Description : 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 : m³ 0 0.00
Rate Analaysis Performed ?: No 0 0.00
14 Category : Vol - 5 -Chapter -10- PVC PIPE WORKS --- 512 512 225 115200 180 0.58
Item Code : 10.3.1 0 0.00
Item Description : Providing UPVC FOAM CORE pipes conforming to IS 16098 P-1 2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. complete. for: Pipes of SN4 Ring Fit - 160mm dia. 0 0.00
Unit : m 0 0.00
Rate Analaysis Performed ?: No 0 0.00
15 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 200 200 75 15000 60 0.08
Item Code : 8.56.1.c 0 0.00
Item Description : Roadway Utilities - Providing and laying Double wall Corrugated HDPE pipes for Electrical. Telecommunication & Signalling lines having flexibility & anti termite, anti corrosive, good abrasion, fatigue strength & UV resistant and capable of withstanding vehicular traffic and earth loads conforming to IS 16205:2017 as per technical specifications. - 110 mm Outer dia 0 0.00
Unit : m 0 0.00
Rate Analaysis Performed ?: No 0 0.00
16 Category : Vol - 1 -Chapter -II- Concrete Works 0 6221 6532.05 5.62 36710.12 4.496 0.18
Item Code : 2.4.2 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 20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 0 0.00 8.74
Unit : m³ 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
17 Category : Vol - 5 -Chapter -16- SANITARY WORKS --- 908 908 20 18160 16 0.09
Item Code : 16.61.1 0 0.00
Item Description : Supply and fixing of SFRC machinhole cover (Medium Duty) made as per IS to suit existing damaged machinhole cover after removing the debries from inside and outside the existing machinhole etc. with all lead and lifts. Medium Duty 0 0.00
Unit : each 0 0.00
Rate Analaysis Performed ?: No 0 0.00
18 Category : Vol - 5 -Chapter -2- WATER SUPPLY WORKS --- 6670 6670 6 40020 4.8 0.20
Item Code : 2.21.2 0 0.00
Item Description : Providing house connection with excavation in all types of soils cutting with machine cutter without damaging the other utilities and Providing and laying of MDPE pipe (PE80)-PN 12.5 manufactured in accordance with ISO 4427-1996 with minimum required strength of 8 Mpa, hydraulic design stress of 6.3 Mpa and with minimum wall thickness of 2.3mm/ GI pipe by making the bore of 15mm dia. size on the distribution mains using drilling bits or machines only and laying the pipe line at a depth not less than 0.45 mtrs. from the road surface, including providing 40mm dia. A class GI pipe as casing over the MDPE pipe from the bore point and upto the entrance of the premises and removing the stone slab covering of the drain and dismantling the size stone masonry wherever necessary and making bore in the wall of the premises. On entering the premises, connection should be continued with 20mm GI pipe by making U shape for the meter point below the ground level by making pit with sufficient space for the easy installation and removal of the water meter and providing vertical stand pipes on both sides of the meter. The connection should be secured firmly on the distribution main pipe with SS / Brass ferrule of size 1/2 x 3/4 and fixing the union joint and gate valve / stop cock before the meter point and a reflex valve / non-return valve should be fixed on the connection after the meter point. (All these fixtures should be of standard quality conforming to IS). The compression fittings for MDPE pipes conforming to ISO 14236 and its latest versions. If the connection is of HDPE pipe the work include electric fusion tapping T or saddles, PE 100 black colour pipe of PN 16 /SDR 11 or Higher grade conforming to standards with brass cutter cum flow regulator, water tight cap with Oring, long spigot for making bore/tapping suitable to HDPE pipe by Electro fusion welding as per BS EN 12201-3 & EN 1555-3 standards. The Product should be tested to comply with BS 6920 for drinking water service in WRC - NSF, UK and DVGW certificate, Germany. The Saddle should be manufactured Virgin Compounded PE 100 material. Tapping Tee or Saddles with coupler and compression fittings with cost of GI pipes, as per diagram, all specials such as GI tee, GI elbow, GI coupler, stopper with appurtenances, and brass or SS tap The excavated trench should be refilled with soft selected earth and the dismantled masonry of the drain should be re-constructed with available size stones in CM 1:8 and providing coping in CC 1:3:6 wherever required and the stone slab covering should be refixed in position with pointing in CM 1:3 and also the bored wall of the premises should be re-done to the original position and the rates are inclusive of the cost of all the materials, cement, sand water etc., required for these works. The road suface should be compacted well and brought to the original condition and the excess earth or debris should be disposed off to a distance with an initial lead of 10 Kms. etc. complete for the following diameters: (for minimum length of 2m) etc. complete - For 20mm dia 0 0.00
Unit : each 0 0.00
Rate Analaysis Performed ?: No 0 0.00
S.No Item Details Rate INR (Excluding GST) Quantity Is BuyBack Minimum BuyBack Value
1 Item Code : SE Dharwad Circle Approved Rates 29070 2.94 No --- 85465.8 2.352 0.43
Item Name : Road Maintenance for 3rd year for road with BM+SDBC as wearing coat Maintenance of Road for 3rd year by Clearing and Uprooting Vegetation on either sides of the road, Maintenance of surface drains by clearing, cleaning, reshaping, deepening of side drains, Stripping excess soil from the shoulder surface and Making up loss of material/ irregularities on shoulder wherever necessary ,Maintenance & painting of 200 metre and km stones , White washing of parapet walls of CD work and tree trunks , Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including Vent Clearance complete as per directions of in charge engineer. 0 0.00
Unit : Km 0 0.00
2 Item Code : SE Dharwad Circle Approved Rates 48030 2.94 No --- 141208.2 2.352 0.71
Item Name : Road Maintenance for 4th year for road with BM+SDBC as wearing coat Maintenance of Road for 4th year by Clearing and Uprooting Vegetation on either sides of the road, Maintenance of surface drains by clearing, cleaning, reshaping, deepening of side drains, Stripping excess soil from the shoulder surface and Making up loss of material/ irregularities on shoulder wherever necessary , Maintenance & painting of 200 metre and km stones , White washing of parapet walls of CD work and tree trunks , Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including Vent Clearance complete as per directions of in charge engineer. 0 0.00
Unit : Km 0 0.00
3 Item Code : SE Dharwad Circle Approved Rates 59860 2.94 No --- 175988.4 2.352 0.88
Item Name : Road Maintenance for 5th year with BM+SDBC as wearing coat Maintenance of Road for 5th year by Clearing and Uprooting Vegetation on either sides of the road, Maintenance of surface drains by clearing, cleaning, reshaping, deepening of side drains, Stripping excess soil from the shoulder surface and Making up loss of material/ irregularities on shoulder wherever necessary , Maintenance & painting of 200 metre and km stones , White washing of parapet walls of CD work and tree trunks , Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including Vent Clearance complete as per directions of in charge engineer. 0 0.00
Unit : Km 0 0.00
Item Name : Paver Block (Factory made) 80 mm th (SR 2023-24 Vol No III, Page No: A-12 , Item No:80) 0 0.00
Unit : Sqm 0 0.00
Item Name : Releasing and re-erecting RCC Pole-9 Mtrs long, 145 Kg WL 0 0.00
Unit : No 0 0.00
Item Name : R & R 11 kV, Horizontal Cross Arm with clamps, HTST supports, bolts, nuts and washers for RCC Pole - 9 Mtr Long, 145 Kg WL 0 0.00
Unit : Set 0 0.00
Item Name : R & R Rabbit ACSR Conductor 0 0.00
Unit : Km 0 0.00
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road specification.pdf
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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 31546 Call 3.docx
Tender Document • 1.16 MB
31546.xlsx
Others - Qty Format • 0.07 MB
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