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| # | Company | Amount | Status |
|---|---|---|---|
| 1 | ₹2.0 Craccepted-aoc | ₹2.0 Cr | accepted-aoc |
Tender Value
₹1.9 Cr
EMD Value
₹2.8 L
Closing Date
29 Jan 2026, 9:30 pmClosed
Public Works Department
Technical Assistant
Road improvement works from to 0.00 to 1.56km of Tummarmatti Herkal MDR in Bilagi Taluk Bagalkote District for the year 2025-26 (4059-80-051-0-60-132)
PWD/2025-26/RD/WORK_INDENT31062
PWD/2025-26/RD/WORK_INDENT31062
Open
Roads
Two Tender Document System(Two Cover)
PWD Division Office Bagalkote
6 documents required · 6 mandatory
Tenderer or his identified Sub Contractor should possess valid license for executing water supply / sanitary engineering works and should have executed similar works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year
List of existing commitments and ongoing works
List of works for which tenders already submitted
Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded
Reports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five years
Satisfactorily completed (at least 90% of the contract value), as prime contractor, at least one similar Road work of value not less than Rs.94.27 Lakhs, in previous five years
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 (c)executed in any one year, the following minimum quantities of work1 Earthwork-1431.60cum 2.GSB-1268.36 Cum3.WMM/WBM-1617.00cum 4.Asphalting (Including DBM/BC/BM/SDBC)-557.44cum.
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 upto 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 specificationa.1Hot Mix Plant 40/60 TPH or Mini mix plant 2.Road Roller 3Vehicle mounted Mechanical Asphalt Sparyerd 4.WaterTankere.5Excavator like JCB/Hitachi
Tenderers who meet the above specified minimum qualifying criteria, will only be qualified, if their available tender capacity is more than the total tender value. The available tender capacity will be calculated as under Assessed available tender capacity (AxNx1.5-B)Where A is Maximum value of civil engineering works executed in any one year during the last five years (updated to 2025-26 price level) taking into account the completed as well as works in progress.N -Number of years prescribed for completion of the works for which tenders are invited-0.5 Year.B-Value, at 2025-26 price level, of existing commitments and on-going works to be completed during the next 0.5 year (Period of completion of the works for which tenders are invited)
To qualify for award of this contract, each Tenderer in its name should have in the last five years 2020-21 2021-22,2022-23,2023-24 &2024-25achieved in at least two financial years a minimum financial turnover in all classes of civil engineering construction works only of Rs.377.08Lakhs(in all classes of civil engineering construction works only) and to UPLOAD ORIGINAL CA TURNOVER CERTIFICATE WITH UDIN NO
Liquid Assets and or availability of credit facilities of no less than Rs.94.27Lakhs (Credit Lines or letter of credit or certificates from the banks for meeting the fund requirement etc
Maximum of Civil Engineering works executed in any one year during the last five years (updated to 2025-26 price level) taking into account the completed as well as works in progress. (Financial turnover of previous years shall be given a weight of 10% per year to bring them to the price level of the 2025-26)
Value at 2025-26 price level, of existing commitments and on-going works to be executed during the next 12 months(Financial commitment of previous years shall be given a weight of 10% per year to bring them to the price level of the 2025-26), (Monthwise commitment shall be furnished)
The tenderer shall furnish ,as part of his tender,EMD in the amount as shown in column 4 of the table of IFT for this particular work.The E.M.D. Rs.283000.00 shall be paid in full through E-payment or in two parts part(1)Rs.100000.00/- BY E-PAYMENT. Part (2) balance EMD of Rs.183000.00 EMD shall be in favour of Executive Engineer, PWD Bagalkote Division Bagalkote. And should be in the form of Bank Guarantee in the Prescribed format obtained from any Nationalised / Scheduled Bank. The Part(2) of the EMD shall be delivered to the Executive Engineer before the prescribed date and time of opening of the Technical Bids. Earnest Money Deposit/ Bid security
KPWD Registration certificate scanned copy attached
₹4,720
₹2.8 L
29 Jan 2026
9 Jan 2026
30 Jan 2026
28 Jan 2026
27 Jan 2026
Financial Year Total value of Civil Engineering works executed and payments received in the last five years (in Rs.lakhs)
Billed upto date during 2024-25
Attach Chartered Accountant's Yearwise Statements
Work executed as prime contractor (in the same name) on works of similar nature during the five years specified)
Project Name Name & Address of the Employer Name of Work Contract Number Value of contract Rs. Lakhs Date of markout / Date of Handing over of site Specified period of completion (including/ excluding Monsoon) Actual date of completion Remarks (appreciation letter received for early completion or reasons, if there is delay in completion)
Attach Workdone Certificate for each work indicated above, in Format 3, obtained from the Competent Authority.
FORMAT FOR WORK DONE CERTIFICATE TO BE OBTAINED FROM COMPETENT AUTHORITY
This is to certify that M/s Sri / Smt.
has executed / is executing (strike off which ever is not applicable) the work of..
in this Organisation. The details of the work is as under :
1 Name of the Project
2 Name of the Work
3 Contract Amount
4 Date of signing the Agreement
5 Date of handing over of the Site
6 Progress 2017
January February March April May June July August September October November December
Earthwork Physical in Cum
Financial in lac
GSB Physical in Cum
Financial in lac
WBM/WMM Physical in Cum
Financial in lac
Asphalting (Including DBM/BC/BM/SDBC) Physical in Cum
Financial in lac
6 Progress 2018
January February March April May June July August September October November December
Earthwork Physical in Cum
Financial in lac
GSB Physical in Cum
Financial in lac
WBM/WMM Physical in Cum
Financial in lac
Asphalting (Including DBM/BC/BM/SDBC) Physical in Cum
Financial in lac
PCC/RCC Physical in Cum
Financial in lac
TMT Steel Physical in Tonne
Financial in lac
6 Progress 2019
January February March April May June July August September October November December
Earthwork Physical in Cum
Financial in lac
GSB Physical in Cum
Financial in lac
WBM/WMM Physical in Cum
Financial in lac
Asphalting (Including DBM/BC/BM/SDBC) Physical in Cum
Financial in lac
PCC/RCC Physical in Cum
Financial in lac
TMT Steel Physical in Tonne
Financial in lac
6 Progress 2020
January February March April May June July August September October November December
Earthwork Physical in Cum
Financial in lac
GSB Physical in Cum
Financial in lac
WBM/WMM Physical in Cum
Financial in lac
Asphalting (Including DBM/BC/BM/SDBC) Physical in Cum
Financial in lac
PCC/RCC Physical in Cum
Financial in lac
TMT Steel Physical in Tonne
Financial in lac
6 Progress 2021
January February March April May June July August September October November December
Earthwork Physical in Cum
Financial in lac
GSB Physical in Cum
Financial in lac
WBM/WMM Physical in Cum
Financial in lac
Asphalting (Including DBM/BC/BM/SDBC) Physical in Cum
Financial in lac
PCC/RCC Physical in Cum
Financial in lac
TMT Steel Physical in Tonne
Financial in lac
7 Stipulated Period of Completion (including monsoon)
8 Prescribed Date of completion.
9 Actual Date of Completion/Probable Date of Completion.
10 Cost of balance work (if work is in progress)
11 Reasons if any for delay in completion, if work completion is delayed
12 Penalty if any imposed
13 Any other information.
* Monthlywise progress shall be furnished seperately.
Place : (Authorised Signatory)
Address for correspondence:
Monthly Physical and Financial Progress Achieved in all Contracts which are referred to in Format 3
Names of Works Item of work Names of Employers 2017
January February March April May June July August September October November December Remarks (Indicate contract reference)
Earthwork Physical in Cum
Financial in lac
GSB Physical in Cum
Financial in lac
WBM/WMM Physical in Cum
Financial in lac
Asphalting (Including DBM/BC/BM/SDBC) Physical in Cum
Financial in lac
PCC/RCC Physical in Cum
Financial in lac
TMT Steel Physical in Tonne
Financial in lac
Names of Works Item of work Names of Employers 2018
January February March April May June July August September October November December Remarks (Indicate contract reference)
Earthwork Physical in Cum
Financial in lac
GSB Physical in Cum
Financial in lac
WBM/WMM Physical in Cum
Financial in lac
Asphalting (Including DBM/BC/BM/SDBC) Physical in Cum
Financial in lac
PCC/RCC Physical in Cum
Financial in lac
TMT Steel Physical in Tonne
Financial in lac
Names of Works Item of work Names of Employers 2019
January February March April May June July August September October November December Remarks (Indicate contract reference)
Earthwork Physical in Cum
Financial in lac
GSB Physical in Cum
Financial in lac
WBM/WMM Physical in Cum
Financial in lac
Asphalting (Including DBM/BC/BM/SDBC) Physical in Cum
Financial in lac
PCC/RCC Physical in Cum
Financial in lac
TMT Steel Physical in Tonne
Financial in lac
Names of Works Item of work Names of Employers 2020
January February March April May June July August September October November December Remarks (Indicate contract reference)
Earthwork Physical in Cum
Financial in lac
GSB Physical in Cum
Financial in lac
WBM/WMM Physical in Cum
Financial in lac
Asphalting (Including DBM/BC/BM/SDBC) Physical in Cum
Financial in lac
PCC/RCC Physical in Cum
Financial in lac
TMT Steel Physical in Tonne
Financial in lac
Names of Works Item of work Names of Employers 2021
January February March April May June July August September October November December Remarks (Indicate contract reference)
Earthwork Physical in Cum
Financial in lac
GSB Physical in Cum
Financial in lac
WBM/WMM Physical in Cum
Financial in lac
Asphalting (Including DBM/BC/BM/SDBC) Physical in Cum
Financial in lac
PCC/RCC Physical in Cum
Financial in lac
TMT Steel Physical in Tonne
Financial in lac
* Monthlywise progress shall be furnished seperately.
Place : CONTRACTOR
Address for correspondence:
Information on works which are yet to be completed.
Project Name Name & Address of the Employer Name of Work Contract Number Value of contract Rs.Lakhs Date of Markout / Date of Handing over of site Speified period of completion (including / excluding Monsoon) Cost of balance works remaining Rs.in Lac Probable date of completion.
Attach Certificate for each work indicated above, in Format 3, obtained from the Competent Authority
Information of the works for which Tender acceptance letters are received.
Project Name Name & Address of the Employer Name of Work Tendered Amount in Rs. Lac Specified period of completion (including / excluding Monsoon) Probable Date of Handing over of site.
Attach letters of Acceptance received.
Information of the works for which Tenderer has submitted Tender.
Project Name Name & Address of the Employer Name of Work Amount put to Tender in Rs.lac Specified period of completion (including / excluding Monsoon) Prescribed last date of submission of tender Probable date of decision on the Tender Remarks if any.
List of Machinery
Item of Equipment Requirement Owned / Hired / Leased Owner / Hired / Lease and available Remarks
No. Capacity Number / Capacity Age / Condition
BANKER’S CERTIFICATE
This is to certify that M/s. ________________________________________________ is a reputed company with a good financial standing. If the contract for this work, namely ________________________________________________________ (name of the work) is awarded to the above firm, we shall be able to provide overdraft/credit facilities to the extent of Rs._______________________________ to meet the working capital requirements for executing the above contract
Signature of the Bank Manger
along with Seal
Information on litigation in which the Tenderer is involved:
Other Party/Parties Employer Details of Dispute Amount involved Remarks showing Present Status
S.No Item Details Rate INR (Excluding GST) Quantity Is BuyBack Minimum BuyBack Value Net Amount (Excluding GST) Actions
1 Category : Vol - 3 -Chapter -3- EARTH WORK, EROSION CONTROL AND DRAINAGE --- 6 6.3 8085 50935.5
Item Code : 3.5 0
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
Rate Analaysis Performed ?: Yes 0
2 Category : Vol - 3 -Chapter -3- EARTH WORK, EROSION CONTROL AND DRAINAGE --- 493 517.65 1347.47 0.03118572156
Item Code : 3.6 0
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
Rate Analaysis Performed ?: Yes 0
3 Category : Vol - 3 -Chapter -4- SUB-BASES, BASES (NON-BITUMINOUS), SHOULDERS AND STABILIZATION METHODS --- 2359 2476.95 1585.45 0.03669350876
Item Code : 4.2.B.v 0
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
Rate Analaysis Performed ?: Yes 0
4 Category : Vol - 3 -Chapter -4- SUB-BASES, BASES (NON-BITUMINOUS), SHOULDERS AND STABILIZATION METHODS --- 2559 2686.95 2021.25 0.04677962381
Item Code : 4.17 0
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
Rate Analaysis Performed ?: Yes 0
5 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 41 43.05 8085 0.1871184952
Item Code : 5.1.A.i 0
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
Rate Analaysis Performed ?: Yes 0
6 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 12 12.6 8710 0.2015834377
Item Code : 5.32 0
Item Description : Tack coat on Bituminous surface - Providing and applying tack coat with VG-10 Bitumen using 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 SE BGM 0
Unit : m² SE BGM 0
Rate Analaysis Performed ?: Yes SE BGM 0
7 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 9449 9921.45 435.5 0.503360787 4320791.48 1440263.827
Item Code : 5.12.C
Item Description : Dense Graded Bituminous Macadam Grading - II for traffic <20 MSA - Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. Ref to MoRT&H : IRC - 505
Rate Analaysis Performed ?: Yes
8 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 10954 11501.7 261.3 3005394.21
Item Code : 5.16.B.C
Item Description : Bituminous Concrete Grading II for traffic <20 MSA - Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects. Ref to MoRT&H : IRC - 507
Rate Analaysis Performed ?: Yes
9 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 530 556.5 312 173628
Item Code : 8.15
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
Rate Analaysis Performed ?: Yes
10 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 365 383.25 174 66685.5
Item Code : 8.43
Item Description : Supplying and Fixing of Molded Shank Raised Pavement Markers / Cats Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturers recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. Ref to MoRT&H : IRC - MoRTH 806
Rate Analaysis Performed ?: Yes
11 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 4671 4904.55 3 14713.65
Item Code : 8.5.ii
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 B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 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
Rate Analaysis Performed ?: Yes
12 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 47112 49467.6 1 49467.6
Item Code : 8.60.1.iii
Item Description : Pedestrian Crossings as per IRC 99-2018 - Providing Speed Breakers/Raised pedestrian crossings in Trapezoidal section with 2.5 m Top width and transition length of 0.8 m length and height of 0.1 m as per IRC 99:2018 using Bituminous Macadam (BM) Gr II and Semi Dense Bituminous Macadam (SDBC) Gr II for entire formation width & WBM Gr II for Shoulder hump portion only (150 mm thick), completing with road marking paint with applied thermoplastic compound with reflecting glass beeds on bituminous surface and providing 2 Nos. retro reflective traffic signs as per IRC 67 -2022 - Two lane for formation width of 9.00 m. Ref to MoRT&H : IRC - IRC 99 : 2018
Rate Analaysis Performed ?: Yes
13 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 733 769.65 20 15393
Item Code : 8.18
Item Description : Boundary pillar / Guard Stone - Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting. Ref to MoRT&H : IRC - 807
Rate Analaysis Performed ?: Yes
14 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 109 114.45 33.99 3890.16
Item Code : 8.10
Item Description : Painting Two Coats on New Concrete Surfaces - Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces. Ref to MoRT&H : IRC - 803
Rate Analaysis Performed ?: Yes
15 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 9000 9450 1 9450
Item Code : 8.54
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
Rate Analaysis Performed ?: Yes
16 Category : Vol - 1 -Chapter -I- Earth Work --- 95 99.75 281.3 28059.68
Item Code : 1.12
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
Rate Analaysis Performed ?: Yes
17 Category : Vol - 1 -Chapter -I- Earth Work --- 119 124.95 112.52 14059.37
Item Code : 1.7
Item Description : Manual Means - Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m³)
Rate Analaysis Performed ?: Yes
1 Category : Vol - 3 -Chapter -2- SITE CLEARANCE --- 180 189 7.56 1428.84
Item Code : 2.11.II.A
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 - By Mechanical means - Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means
Rate Analaysis Performed ?: Yes
2 Category : Vol - 3 -Chapter -2- SITE CLEARANCE --- 957 1004.85 7.5 7536.38
Item Code : 2.17.ix.A
Item Description : Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works. - Upto 600 mm dia
Rate Analaysis Performed ?: Yes
3 Category : Vol - 1 -Chapter -I- Earth Work --- 102 107.1 13.93 1491.9
Item Code : 1.14.1
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
Rate Analaysis Performed ?: Yes
4 Category : Vol - 1 -Chapter -I- Earth Work --- 119 124.95 34.29 4284.54
Item Code : 1.7
Item Description : Manual Means - Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m³)
Rate Analaysis Performed ?: Yes
5 Category : Vol - 1 -Chapter -II- Concrete Works 0 5607 5887.35 3.3 19428.26
Item Code : 2.1.2
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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates
Rate Analaysis Performed ?: Yes
6 Category : Vol - 1 -Chapter -II- Concrete Works 0 6184 6817.86 6.19 42202.55
Item Code : 2.2.1
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 20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
Rate Analaysis Performed ?: Yes
7 Category : Vol - 1 -Chapter -II- Concrete Works 0 6221 7054.61 17.27 121833.11
Item Code : 2.4.2
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
Rate Analaysis Performed ?: Yes
8 Category : Vol - 3 -Chapter -9- CROSS DRAINAGE WORKS --- 9479 9952.95 10 99529.5
Item Code : 9.1.i
Item Description : Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row - Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe 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 . - 1000 mm dia. Ref to MoRT&H : IRC - 2900
Rate Analaysis Performed ?: Yes
9 Category : Vol - 1 -Chapter -II- Concrete Works 0 69749 73236.45 0.67 49068.42
Item Code : 2.11.h
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
Rate Analaysis Performed ?: Yes
1 Item Code : SE BGM 31210 1.56 No --- 48687.6
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.
2 Item Code : SE BGM 54730 1.56 No --- 85378.8
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.
3 Item Code : SE BGM 69070 1.56 No --- 107749.2
Item Name : Road Maintenance for 5th year with BM+SDBC coat 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.
NAME OF WORK:Road improvement works from to 0.00 to 1.56km of Tummarmatti Herkal MDR in Bilagi Taluk Bagalkote District for the year 2025-26 (4059-80-051-0-60-132)Road improvement works from 0.00 to 1.50km of Galgali Gani and from 5.65 to 6.20km of Chikkhanchinal to chikkhanchinal RC to Linganur MDR in Bilagi Taluk,Bagalkote District for the year 2025-26 (4059-80-051-0-60-132) WI.NO-PWD/2025-26/RD/WORK_INDENT31062
Sl No Item Name Item Code Unit Quantity Amount
1 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 Item Code : 3.5 m² 8085 50935.5
2 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 Item Code : 3.6 m³ 1347.47 697517.85
3 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 Item Code : 4.2.B.v m³ 1585.45 3927080.38
mile stone-1 4675533.73
4 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 Item Code : 4.17 m³ 2021.25 5430997.69
5 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 Item Code : 5.1.A.i m² 8085 348059.25
mile stone-2 5779056.94
6 Item Description : Tack coat on Bituminous surface - Providing and applying tack coat with VG-10 Bitumen using 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 Item Code : 5.32 m² 8710 109746
7 Item Description : Dense Graded Bituminous Macadam Grading - II for traffic <20 MSA - Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. Ref to MoRT&H : IRC - 505 Item Code : 5.12.C m³ 435.5 4320791.48
8 Item Description : Bituminous Concrete Grading II for traffic <20 MSA - Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects. Ref to MoRT&H : IRC - 507 Item Code : 5.16.B.C m³ 261.3 3005394.21
9 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 Item Code : 8.15 m² 312 173628
10 Item Description : Supplying and Fixing of Molded Shank Raised Pavement Markers / Cats Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturers recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. Ref to MoRT&H : IRC - MoRTH 806 Item Code : 8.43 No 174 66685.5
11 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 B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 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 Item Code : 8.5.ii each 3 14713.65
12 Item Description : Pedestrian Crossings as per IRC 99-2018 - Providing Speed Breakers/Raised pedestrian crossings in Trapezoidal section with 2.5 m Top width and transition length of 0.8 m length and height of 0.1 m as per IRC 99:2018 using Bituminous Macadam (BM) Gr II and Semi Dense Bituminous Macadam (SDBC) Gr II for entire formation width & WBM Gr II for Shoulder hump portion only (150 mm thick), completing with road marking paint with applied thermoplastic compound with reflecting glass beeds on bituminous surface and providing 2 Nos. retro reflective traffic signs as per IRC 67 -2022 - Two lane for formation width of 9.00 m. Ref to MoRT&H : IRC - IRC 99 : 2018 Item Code : 8.60.1.iii NO 1 49467.6
13 Item Description : Boundary pillar / Guard Stone - Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting. Ref to MoRT&H : IRC - 807 Item Code : 8.18 each 20 15393
14 Item Description : Painting Two Coats on New Concrete Surfaces - Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces. Ref to MoRT&H : IRC - 803 Item Code : 8.10 m² 33.99 3890.16
15 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 Item Code : 8.54 No 1 9450
16 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 Item Code : 1.12 m³ 281.3 28059.68
17 Item Description : Manual Means - Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m³) Item Code : 9.1.i m³ 112.52 14059.37
18 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 - By Mechanical means - Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means Item Code : 2.11.II.A m³ 7.56 1428.84
19 Item Description : Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works. - Upto 600 mm dia Item Code : 2.17.ix.A m 7.5 7536.38
20 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 Item Code : 1.14.1 m³ 13.93 1491.9
21 Item Description : Manual Means - Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m³) Item Code : 1.7 m³ 34.29 4284.54
22 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates Item Code : 2.1.2 m³ 3.3 19428.26
23 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 20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Item Code : 2.2.1 m³ 6.19 42202.55
24 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 Item Code : 2.4.2 m³ 17.27 121833.11
25 Item Description : Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row - Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe 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 . - 1000 mm dia. Ref to MoRT&H : IRC - 2900 Item Code : 9.1.i m 10 99529.5
26 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 Item Code : 2.11.h t 0.67 49068.42
27 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. SE BGM Per KM --- 48687.6
28 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. SE BGM per KM --- 85378.8
29 Item Name : Road Maintenance for 5th year with BM+SDBC coat 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. SE BGM Per KM --- 107749.2
mile stone-3 8399897.75
Earth work 1789.51 1431.608
Asphalt 696.8 557.44
Item Code : SE BGM
NAME OF WORK:Road improvement works from to 0.00 to 1.56km of Tummarmatti Herkal MDR in Bilagi Taluk Bagalkote District for the year 2025-26 (4059-80-051-0-60-132)Road improvement works from 0.00 to 1.50km of Galgali Gani and from 5.65 to 6.20km of Chikkhanchinal to chikkhanchinal RC to Linganur MDR in Bilagi Taluk,Bagalkote District for the year 2025-26 (4059-80-051-0-60-132) WI.NO-PWD/2025-26/RD/WORK_INDENT31062
Milestone dates Physical works to be completed Period from the date of issue of Notice to proceed with the work Amount Liquidated damages 0.1% of the contract price per day in Rupees rounded off to nearest hundred (Rs)
1 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 1months 4675533.73 4675.53 24.80
2 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 2months 5779056.94 5779.06 30.65082866
3 Item Description : Tack coat on Bituminous surface - Providing and applying tack coat with VG-10 Bitumen using 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 3 months 8399897.75 8399.90 44.55118358
Executive Engineer
PUBLIC WORKS DEPARTMENT DIVISION
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