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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
6 May 2026, 9:30 pmClosed
Public Works Department
EE PWD DHARWAD
Construction of C.C Road At Aralappanavar and J.K Park Colonies of Vinayak Nagar of Navalur Village in Dharwad City.
PWD/2025-26/RD/WORK_INDENT27826/CALL-3
PWD/2025-26/RD/WORK_INDENT27826/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 Construction of CC Road work of value not less than Rs.60.48 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.60.48 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- 1480.00 Cum, 2)WMM/WBM - 661.58 Cum, 3) PCC/RCC/PQC - 666.47 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. 241.92 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.
₹3,030
₹2 L
6 May 2026
28 Apr 2026
7 May 2026
5 May 2026
5 May 2026
FOR TENDERS upto RS.150.00 LAKHS 18569.97
Tender amount 12095335.42 120.96 For Milestone 1: 3628.60 Rs. per day
EMD 1.5% 181430.03 200000 For Milestone 2: 3628.60 Rs. per day
Completion period 6.00 100000 For Milestone 3: 4838.13 Rs. per day
Annual turnover 241.92 100000
Similar nature work 60.48 0.00
LOC Liquidity assets 60.48
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 --- 5 5.25 7000 36750 5600 0.30
Item Code : 3.4.ii 71 0.00
Item Description : Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator. Ref to MoRT&H : IRC - 305.4.3 0 0.00
Unit : m² 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
2 Category : Vol - 3 -Chapter -3- EARTH WORK, EROSION CONTROL AND DRAINAGE --- 493 517.65 1850 957652.5 1480 7.92 E/W 1480.00
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 GSB 560.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
3 Category : Vol - 3 -Chapter -4- SUB-BASES, BASES (NON-BITUMINOUS), SHOULDERS AND STABILIZATION METHODS --- 2359 2476.95 700 1733865 560 14.33 WBM 661.58
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 PCC/RCC/PQC 666.47
Unit : m³ 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
4 Category : Vol - 3 -Chapter -4- SUB-BASES, BASES (NON-BITUMINOUS), SHOULDERS AND STABILIZATION METHODS --- 2559 2686.95 826.98 2222053.91 661.584 18.37
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 ?: Yes 0 0.00
5 Category : Vol - 3 -Chapter -6- CEMENT CONCRETE PAVEMENTS --- 7839 8230.95 815.1 6709047.34 652.08 55.47
Item Code : 6.5 0 0.00
Item Description : Pavement Quality M30 grade Concrete (RMC) with OPC & GGBS laid using Paver - Construction of M30 Grade un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with OPC @ 270 kg/m3 and GGBS@ 90 kg/m3, coarse and fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design transported to site, laid with a paver finisher, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures, curing compound, steel channels, finishing to lines and grades as per drawing. 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
6 Category : Vol - 3 -Chapter -16- PANCHAYATH RAJ ENGINEERING DEPARTMENT ITEMS --- 3335 3501.75 30 105052.5 24 0.87
Item Code : 16.15.c 0 0.00
Item Description : PIPE CULVERTS - Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row - Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. - 750mm dia. Ref to MoRT&H : IRC - 1101.6 0 0.00
Unit : m 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
7 Category : Vol - 1 -Chapter -II- Concrete Works 0 6323 6971.11 17.99 125410.27 14.392 1.04
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
Unit : m³ 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
8 Category : Vol - 3 -Chapter -6- CEMENT CONCRETE PAVEMENTS --- 1161 1219.05 66 80457.3 52.8 0.67
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 ?: Yes 0 0.00
9 Category : Vol - 5 -Chapter -16- SANITARY WORKS --- 1233 1294.65 30 38839.5 24 0.32
Item Code : 16.61.2 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. Heavy Duty 0 0.00
Unit : each 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
10 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 900 945 27.5 25987.5 22 0.21
Item Code : 8.53 0 0.00
Item Description : Providing & fixing Polymer rubberised factory made Black & Yellow coloured Speed retarders/Breakers with width 350mm & Height 50mm as per IRC 99:2018 with load carrying capacity upto 30t in local streets, parking arena and in areas with speed limit of 20 kmph as per direction of Engineer in-charge. Ref to MoRT&H : IRC - RC 99 : 2018 0 0.00
Unit : m 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
11 Category : Vol - 5 -Chapter -2- WATER SUPPLY WORKS --- 6670 7003.5 4 28014 3.2 0.23
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 ?: Yes 0 0.00
12 Category : Vol - 5 -Chapter -10- PVC PIPE WORKS --- 1192 1251.6 18 22528.8 14.4 0.19
Item Code : 10.3.5 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 Self Fit - 250mm dia. 0 0.00
Unit : m 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
13 Category : Vol - 5 -Chapter -10- PVC PIPE WORKS --- 512 537.6 18 9676.8 14.4 0.08
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 ?: Yes 0 0.00
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concrete specification.pdf
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