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Tender Value
₹2.8 Cr
EMD Value
₹4.2 L
Closing Date
15 Jul 2026, 10:30 pm
Public Works Department
Construction of Bridge on NH-4 to Yamakanmardi- Dadabanatti-Indiranagar up to Terni Maharastra Border MDR at KM-4.65 (Near Indiranagar village) in Hukkeri Taluka in Belagavi District under HOA 5054-80-190-0-01-132 KRDCL for the FY 2025-26
309160
PWD/2026-27/BR/WORK_INDENT37015
Open
Bridges/Culverts
PWD Division Office Chikkodi
10 documents required · 10 mandatory
Satisfactorily completed (at least 90% of the contract value), as prime contractor, at least one similar work such as Construction of Barrage of value not less than Rs. 138.79 Lakhs
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 (c) executed in any one year, the following minimum quantities of work 1)Excavation/subgrade/Embakment-3,794.00 2)Concrete(PCC/RCC/PQC/DLC)-1,257.00 CUM&3)Steel-59.00 TONNE.
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 is AXNX1.5-B where where A is Maximum value of civil engineering works executed in any one year during the last five years updated to 2026-27 price level taking into account the completed as well as works in progress.N is Number of years prescribed for completion of the works for which tenders are invited is 0.75 Year B is Value at 2026-27 price level, of existing commitments and on-going works to be completed during the next 0.75 year Period of completion of the works for which tenders are invited.
Maximum of Civil Engineering works executed in any one year during the last five years (updated to 2026-27 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 2026-27)
Value at 2026-27 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 2026-27), (Monthwise commitment shall be furnished)
Availability by owning And Hiring the required or specified key and critical equipment for this work.(As Govt circular PWD.60.CRM.2021 Dated.08/11/2021)1)Availability by Self Loading Concrete Mixer With Weigh Batcher-1No (1no-owning)2)Availability by Road Roller/PRR Roller(Vibrator)-02Nos(1NoOwning&1NoHiring),3)Availability by Tippers-04Nos(2NosOwning&2NosHiring),4)Availability by Centering Plates-500.00 sqmt (250 sq mt Owning & 250 sq mt Hiring),5)Availability by Excavator-2No (2 no- owning),6)Availability by Plate Vibrator-02Nos(1NoOwning&1NosHiring),7)Availability by Pin Vibrator-02Nos(1NoOwning&1NosHiring),8)Availability by Water Tanker-2Nos(2 no- owning)
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 (a) acheived in at least two financial years a minimum financial turnover of Rs.555.16 lakhs (in all classes of civil engineering construction works only)( Calculated as per Govt circular PWD.60.CRM.2021 Dated.08/11/2021)
Liquid Assets and or availability of credit facilities of no less than Rs.92.52 Lakhs (Credit Lines or letter of credit or certificates from the banks for meeting the fund requirement etc.
Report on the financial standing of the Tenderer, such as profit and loss statements and auditors report for the last five years.
The EMD of Rs.4,17,000.00 shall be paid in full through e payment or in two parts i.e. part (1) Rs.1,00,000.00 br e payment Part (2) Rs.3,17,000.00 EMD shall be in the form Bank Guarantee in the prescribed format obtained from any Nationalised / Scheduled Bank in favour of Executive Engineer, PWD Division, Chikodi payable at Chikodi
Constitutional or Legal Status of the Tenderer
Information on litigation in which the Tenderer is involved:
Principal Place of Business
Information on works which are yet to be completed
Information of the works for which Tender acceptance letters are received.
Name, Address, telephone No., Fax No., and email ID of the Tenderers Bankers
Information of the works for which Tenderer has submitted Tender
Assessed Tender Capacity shall be more than the Tendered Amount
₹5,000
₹4.2 L
30 Jun 2026
30 Jun 2026
17 Jul 2026
13 Jul 2026
10 Jul 2026
Information on litigation in which the Tenderer is involved:
Other Party/Parties Employer Details of Dispute Amount involved Remarks showing Present Status
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
Name of the Bank, Senior Bank Manger
Address:…………………………
List of Machinery
Item of Equipment Requirement Owned/ Hired/Leased Owned/ Hired/Lease and available Remarks
No. Capacity Number/Capacity Age/ Condition
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.
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 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 Specified 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
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 2018-19 Remarks (Indicate contract reference)
January February march April May June July August September October November December
Earthwork & Embankment in cum Physical
Base Course (WMM/WBM) in cum Physical
Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum Physical
Concrete in cum Physical
Steel in MT Physical
Others Specify Details Physical
Earthwork & Embankment in cum Physical
Base Course (WMM/WBM) in cum Physical
Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum Physical
Concrete in cum Physical
Steel in MT Physical
Others Specify Details Physical
Earthwork & Embankment in cum Physical
Base Course (WMM/WBM) in cum Physical
Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum Physical
Concrete in cum Physical
Steel in MT Physical
Others Specify Details Physical
Earthwork & Embankment in cum Physical
Base Course (WMM/WBM) in cum Physical
Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum Physical
Concrete in cum Physical
Steel in MT Physical
Others Specify Details Physical
Earthwork & Embankment in cum Physical
Base Course (WMM/WBM) in cum Physical
Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum Physical
Concrete in cum Physical
Steel in MT Physical
Others Specify Details Physical
Earthwork & Embankment in cum Physical
Base Course (WMM/WBM) in cum Physical
Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum Physical
Concrete in cum Physical
Steel in MT Physical
Others Specify Details Physical
FORMAT FOR WORK DONE CERTIFICATE TO BE OBTAINED FROM COMPETENT AUTHORITY
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 :
Progress * : 2018-19
January February March April May June July August September October November December
Earthwork & Embankment Physical in cum :
Financial in lac :
Base Course (WMM/WBM) Physical in cum :
Financial in lac :
Asphalt Quantities (MSS/BM/BC/SDBC/DBM) Physical in cum :
Financial in lac :
Others (Pl specify) Physical is cum/sqm :
Financial in lac :
Others (Pl specify) Physical :
Financial in lac :
Progress * : 2019-20
January February March April May June July August September October November December
Earthwork & Embankment Physical in cum :
Financial in lac :
Base Course (WMM/WBM) Physical in cum :
Financial in lac :
Asphalt Quantities (MSS/BM/BC/SDBC/DBM) Physical in cum :
Financial in lac :
Others (Pl specify) Physical is cum/sqm :
Financial in lac :
Others (Pl specify) Physical :
Financial in lac :
Progress * : 2020-21
January February March April May June July August September October November December
Earthwork & Embankment Physical in cum :
Financial in lac :
Base Course (WMM/WBM) Physical in cum :
Financial in lac :
Asphalt Quantities (MSS/BM/BC/SDBC/DBM) Physical in cum :
Financial in lac :
Others (Pl specify) Physical is cum/sqm :
Financial in lac :
Others (Pl specify) Physical :
Financial in lac :
Progress * : 2021-22
January February March April May June July August September October November December
Earthwork & Embankment Physical in cum :
Financial in lac :
Base Course (WMM/WBM) Physical in cum :
Financial in lac :
Asphalt Quantities (MSS/BM/BC/SDBC/DBM) Physical in cum :
Financial in lac :
Others (Pl specify) Physical is cum/sqm :
Financial in lac :
Others (Pl specify) Physical :
Financial in lac :
Progress * : 2022-23
January February March April May June July August September October November December
Earthwork & Embankment Physical in cum :
Financial in lac :
Base Course (WMM/WBM) Physical in cum :
Financial in lac :
Asphalt Quantities (MSS/BM/BC/SDBC/DBM) Physical in cum :
Financial in lac :
Others (Pl specify) Physical is cum/sqm :
Financial in lac :
Others (Pl specify) Physical :
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 :
* Monthwise progress shall be furnished seperately.
Date: (Authorised Signatory)
Address for correspondence:
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
Financial Year Total value of Civil Engineering works executed and payments received in the last five years (in Rs. lac)
Billed upto date during 2023-24
Attach Chartered Accountant's Yearwise Statements.
Construction of Bridgr on Yamkanmaradi-Dadabanatti-Indiranagar up to Terni Maharastra Border MDR at km-4.65 (Near Indiranagar village), Hukkeri Taluka, Belagavi dist. CONSTRUCTION OF BRIDGR ON YAMKANMARADI-DADABANATTI-INDIRANAGAR UP TO TERNI MAHARASTRA BORDER MDR AT KM-4.65 (NEAR INDIRANAGAR VILLAGE), HUKKERI TALUKA, BELAGAVI DIST.
TECHNICAL REPORT
The Deck slab Bridgecum barrage is proposed across nala on local Nala near Nidiranagar village of Hukkeri Taluka Belgaum District
2) CONNECTIVITY
Bugadikatti-Terani-Indiranagar village
Since existing CD is MCPC of 1.20m dia of 15 nos and it is getting flooded during heavy mansoon seasons and width of CD only 7.20m and damaged during heavy rainfall Hence it is proposed to construct new deck slab bridge cum barrage across nala.
4) DESIGN ASPECT
A Deck slab bridge cum barrage is designed with a span of 2.0m x 3.75m -12 vents considering the Highest Discharge of Cathment area Method and area velocity Method as per Indian Standard Codes & Approach improvments is proposed for achiving Ruling Gradient. It is proposed to improve the curve as per IRC
6) PROVISION FOR IMPROVEMENTS
Deck Slab bridge cum barrage of 2.0 x 3.75m-12 vents as per catchment area.
The rates adopted are as per provided SR for the year 2023-24 KPWD SR Rates.
8) CONSTRUCION MATERIALS
Locally available materials such as Gravel, Trap stone,Jelly of good quality are consiidered
9) COST OF PROJECT
The cost of the improvement of said work is 350.00 lakhs
10) MODE OF EXECUTION
AS per the norms and procedure of PWD division by calling the Tender and entrusting the work of eligible contractor will be followed.
Assistant Executive Engineer Executive Engineer
PWD, Sub Division, Hukkeri PWD Division, Chikkodi
HYDRAULIC DESIGN
Construction of Bridgr on Yamkanmaradi-Dadabanatti-Indiranagar up to Terni Maharastra Border MDR at km-4.65 (Near Indiranagar village), Hukkeri Taluka, Belagavi dist.
1) Hydraulic Calculation for Indiranagar
a) Hydrauliuc Data:
i) Catchment area M = 31.50 Sq-kms
ii) Skew angle of Bridge φ = 0 Degree
iii) Nala Bed Level = 672.536
iv) Sill Level of Culvert = 672.236
v) High Flood Level (HFL)= 675.023
a) Disacharge calculation as per catchment by Ryve's method
Q = C M2/3 CL.4.3 IRC:SP:13-2022
Where, C = 8.5 (Constant value as per SP-13 8.5 considered as location of nala are between 25km and 160km of the coast)
M = Catchment area in Sq-kms. = 31.50 Sq-kms
= 84.877 Cumec Say 84.90 Cumec
b) Disacharge calculation as per observed NBL by Area-Velocity method 1.5 9.5 6.65
Chainage HFL GL Height Average Length Area Diff. In Wetted 3.3 20.9 18.05
(m) (m) (m) (m) Height (m) (m) (Sqm) Height (m) Perimeter 4.2 26.6 23.75
#REF! #REF! 97.600
Mean hydraulic depth R = A / P CL. 5.4 IRC:SP"13-2022
Velocity flow by manning's formula V = 1/n * R2/3 * S1/2 CL. 5.4 IRC:SP"13-2022
Where S = Slope of nalla = 1000
n = Roughness Co-efficient = 0.035
V = Velocity of flow
Discharge, Q = A * V CL. 5.5 IRC:SP"13-2022
= 85.1 Cumec say , 85.1 Cumec
As per IRC:SP:13-2004, the recommended rule to estimate the design discharge is the highest of these values, provided it does not exceed the next highest discharge by more than 50%, if it does restrict to that limit.
Max. discharge from Ryve's & Area velocity method 85.10 Cumec
The maximum discharge not exceed the next highest discharge by more than 50%, hence the design discharge as per Cl. 6.2, of SP: 13-2004, shall be restrict to that limit.
Design Flood shall be 85.1 Cumec
1) The road is a MDR road. Considering the importance of the road, relative levels of NBL, Normal flood level and High flood level, it is proposed to provide a Deck slab bridge of size 2 m x 3.75 m - 12 vents The road level is kept at 676.961 m , which is above high flood level of 675.023 m and thus facilitates crossing even during high flood conditions
2) As per enclosed SBC report of soil is 20.0 T /m2 according to which the proposed Deck slab bridge is analyzed and designed using Staad Pro.
3) As per the discharge calculations the allowable freeboard height is 0.9 m as per code
Now Rows provided of 12 Nos 2.0 m x 2.49 m 24
water way Area provided is
Velocity = 1.47 m/s
Discharge = A 1 x V
87.74 cumecs >=85.1 Cumec, Hence Safe
It is proposed to construct deck slab of 2 m x 3.75 m - 12 Vents
b) Revised Disacharge for modified waterway 1.5 9.5 4.75
Chainage GL Bridge sill lvl HFL Depth Length Area Wetted 3.3 20.9 18.05
(m) (m) (m) (m) (m) (m) (Sqm) Perimeter 4.2 26.6 23.75
Mean hydraulic depth R = A / P CL. 5.4 IRC:SP"13-2022
Velocity flow by manning's formula V = 1/n * R2/3 * S1/2 CL. 5.4 IRC:SP"13-2022
Where S = Slope of nalla = 1000
n = Roughness Co-efficient = 0.035
V = Velocity of flow
Discharge, Q = A * V CL. 5.5 IRC:SP"13-2022
Revised discharge is less
Height of water needs to be raised
c) Afflux Calculation (Adopting Mole's worth Formula)
As per area calculation
Where V = Velocity of flow
A = Area of flow before distruction 67.045 m3/s
a = Area of flow after obstruction
The Afflux is less than 0.60m Hence safe
1.82 mtr 1.82 mtr
Maximum Scour Depth = 2 x 1.82 CL. 5.5 IRC:SP"13-2022
RL of Bottom of Confinement wall = HFL-Scour Deapth - 0.3 CL. 5.5 IRC:SP"13-2022
Apron for U/S side as per SP13 = ds * 1.5= 5.46 m CL. 21.1.2 IRC:SP:13-2022
Apron for D/S side as per SP13 = ds * 2.0= 7.28 m
Depth of Confinement wall = Avg. Bed lvl. Of nala - RL of Confinement wall
1.45 m Say Hence provide 1.5 m depth of confinement wall
As per the Box Culvert Design The Confinement walls are Depth of 1 m Below the Bed level Which is equivalent to 1.45 m
Assistant Executive Engineer PWD Sub Division Hukkeri Executive Engineer PWD Division Chikkodi
DESIGN CALCULATIONS AS PER MI
DESIGN CALCULATIONS OF BRIDGE COMPONENTS
DESIGN CALCULATION OF DECK SLAB
DESIGN CALCULATIONS OF RETAINING WALL
PARAGRAPH 130(A) OF THE KARNATAKA PUBLIC WORKS
DEPARTMENTAL CODE.
E S T I M A T E.
Division. : Executive Engineer, P.W. Dept. Chikkodi Division, Chikkodi.
Sub-Division . : Assistant Executive Engineer,PW Dept.,Sub Division, Hukkeri.
Service Head. :
Departmental Head. :
Estimate framed in the office of the Executive Engineer, PWD, Division, Hukkeri probable expences that will be incurred for the work of " Construction of Bridge on Yamkanmaradi-Dadabanatti-Indiranagar up to Terni Maharastra Border MDR at km-4.65 (Near Indiranagar village), Hukkeri Taluka, Belagavi dist."
Estimated Cost. : Rs. 350.00 lakhs.
Administratively sanctioned under : No.____________Date ___________
Technically sanctioned under : No.____________Date ___________
Estimate Prepared by : Er. LOHIT R TALAWAR, Assistant Eng.
Estimate Checked by : Er.PRAVEEN B MADYAL , Assistant Executive Eng.
(Call or Authority) :
Assistant Executive Engineer,
PWD, Sub Division, Hukkeri
Construction of Bridge on Yamkanmaradi-Dadabanatti-Indiranagar up to Terni Maharastra Border MDR at km-4.65 (Near Indiranagar village), Hukkeri Taluka, Belagavi dist. CONSTRUCTION OF BRIDGE ON YAMKANMARADI-DADABANATTI-INDIRANAGAR UP TO TERNI MAHARASTRA BORDER MDR AT KM-4.65 (NEAR INDIRANAGAR VILLAGE), HUKKERI TALUKA, BELAGAVI DIST.
TECHNICAL REPORT
The Deck slab Bridgecum barrage is proposed across nala on local Nala near Nidiranagar village of Hukkeri Taluka Belgaum District
2) CONNECTIVITY
Bugadikatti-Terani-Indiranagar village
Since existing CD is MCPC of 1.20m dia of 15 nos and it is getting flooded during heavy mansoon seasons and width of CD only 7.20m and damaged during heavy rainfall Hence it is proposed to construct new deck slab bridge cum barrage across nala.
4) DESIGN ASPECT
A Deck slab bridge cum barrage is designed with a span of 2.0m x 3.75m -12 vents considering the Highest Discharge of Cathment area Method and area velocity Method as per Indian Standard Codes & Approach improvments is proposed for achiving Ruling Gradient. It is proposed to improve the curve as per IRC
6) PROVISION FOR IMPROVEMENTS
Deck Slab bridge cum barrage of 2.0 x 3.75m-12 vents as per catchment area.
The rates adopted are as per provided SR for the year 2023-24 KPWD SR Rates.
8) CONSTRUCION MATERIALS
Locally available materials such as Gravel, Trap stone,Jelly of good quality are consiidered
9) COST OF PROJECT
The cost of the improvement of said work is 350.00 lakhs
10) MODE OF EXECUTION
AS per the norms and procedure of PWD division by calling the Tender and entrusting the work of eligible contractor will be followed.
Assistant Executive Engineer Executive Engineer
PWD, Sub Division, Hukkeri PWD Division, Chikkodi
Construction of Bridgr on Yamkanmaradi-Dadabanatti-Indiranagar up to Terni Maharastra Border MDR at km-4.65 (Near Indiranagar village), Hukkeri Taluka, Belagavi dist.
1) I have Personally visited the Bridge site and nomenclature o Bridge are verified and found correct.
2) The Chainages shown in the estimate are verified and all other provisions made in the estimate are verified and are adequate.
Assistant Executive Engineer,
PWD, Sub Division, Hukkeri
P.W.D.CODE PARA - 133
Construction of Bridgr on Yamkanmaradi-Dadabanatti-Indiranagar up to Terni Maharastra Border MDR at km-4.65 (Near Indiranagar village), Hukkeri Taluka, Belagavi dist.
This is to certify that PRAVEEN B MADYAL , Assistant Executive Engineer, have personally visited spot and prepared the estimate using sanctioned scheduled of rates provided for the most economical and safe way of executing work.
Assistant Executive Engineer, PWDept.Sub-Dn.,Hukkeri
C E R T I F I C A T E.
(As required vide G.O.No.PWD SL.CMS.96 Dtd:27/6/1991)
Certified that, sufficient case has been taken while preparaing the estimate in respect of the above mentioned work to see that all necessary items which are technically required for the work in sufficient quantity are included while preparing the estimate,and specification of items included are completed and correct.
Assistant Executive Engineer, PWDept.Sub-Dn.,Hukkeri Executive Engineer, PWDept.Belagavi Dn.Chikkodi
C E R T I F I C A T E.
Certified that, the work proposed in this estimate has not been taken up under any other head/programme by any agency. The said work has not been included / proposed / over lapped in any other proposed or approved programme.
Assistant Executive Engineer, PWDept.Sub-Dn.,Hukkeri Executive Engineer, PWDept.Belagavi Dn.Chikkodi
RECAPITULATION SHEET
Construction of Bridgr on Yamkanmaradi-Dadabanatti-Indiranagar up to Terni Maharastra Border MDR at km-4.65 (Near Indiranagar village), Hukkeri Taluka, Belagavi dist.
ABSTRACT OF ESTIMATES
Sl No Name of Estimate Amount
1 Proposed Construction of Deck slab bridge cum barrage (BCB)-2.0m x 3.75m -12 Vents 21517060.00 21517058.42
2 Approach road 6241180.00
5 Surveying Charges, Soil Testing, etc. 1.5% 0.00 0.00
4 Consultancy Fee's, 1.0% of SL. 1 including 18% GST 253901.31 253901.29
5 Tender premium 5% of sub total & GST 1637736.16 1637730.89
7 Misc & Rounding Off 76056.93 76168.42
Assistant Executive Engineer Executive Engineer
PWD, Sub Division, Hukkeri PWD Division, Chikkodi
Construction of Bridgr on Yamkanmaradi-Dadabanatti-Indiranagar up to Terni Maharastra Border MDR at km-4.65 (Near Indiranagar village), Hukkeri Taluka, Belagavi dist.
EARTH-WORK STATEMENT
Chn. Dist. O.G.L. F.R.L. Cutting(with Gut.) Filling
Area Mean Qty Area Mean Qty
Construction of Bridgr on Yamkanmaradi-Dadabanatti-Indiranagar up to Terni Maharastra Border MDR at km-4.65 (Near Indiranagar village), Hukkeri Taluka, Belagavi dist.
Sl no Items Unit Qty Rate Amount Milestone -1 Quantity Milestone -2 Quantity Milestone -3 Quantity Total Quantity Rate in Rs. Amount for Mile Stone 1 in Rs Amount for Mile Stone 2 in Rs Amount for Mile Stone 3 in Rs Total Amount in Rs
1 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.By Mechanical Means using Motor Grader In area of light jungle MORTH Specification No. 201 (PWD Road & Bridges Vol-III SR 2023-24 Pg.No.9 It.No.2.5 (ii) a) 100Sqm 18.00 412.65 7427.70 18.00 0.00 0.00 18.00 412.65 7427.70 0.00 0.00 7427.70 19559.61
2 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 works In all kinds of soils Depth upto 3 m (PWD Common SR Vol-I 2023-24 Pg.No.8 It.No.1.14.1) Cum 1893.14 112.35 212694.41 1893.14 0.00 0.00 1893.14 112.35 212694.41 0.00 0.00 212694.41 22050
3 Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work In In ordinary/soft rock without blasting upto 1.5 m depth (PWD Common SR Vol-I 2023-24 Pg.No.8 It.No.1.15.1) Cum 596.42 399.00 237971.58 596.42 0.00 0.00 596.42 399.00 237971.58 0.00 0.00 237971.58 3016605.375
4 Providing and laying in position plain 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 achineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (PWD Common SR 2023-24 Vol-I Pg.No.15 It.No.2.1.3) cum 155.32 6496.35 1009013.08 155.32 0.00 0.00 155.32 6496.35 1009013.08 0.00 0.00 1009013.08 5055950.34
5 Providing and laying in position Reinforced 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 alllead & lifts, cost of allmaterials, 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. (Including the cost of formwork) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD Common SR 2023-24 Vol-I Pg.No.15 It.No.2.2.3) Cum 723.15 7097.03 5132217.24 723.15 0.00 0.00 723.15 7097.03 5132217.24 0.00 0.00 5132217.24 5204299.72
6 Providing and laying in position Reinforced 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 necesary, 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. (Including the cost of formwork) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD Common SR 2023-24 Vol-I Pg.No.16 It.No.2.4.3) Cum 441.56 7489.34 3306992.97 220.78 220.78 0.00 441.56 7489.34 1653496.49 1653496.49 0.00 3306992.97 322875
7 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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. (Including the cost of formwork) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD Common SR 2023-24 Vol-I Pg.No.16 It.No.2.5.2) cum 192.82 8806.14 1697999.91 0.00 192.82 0.00 192.82 8806.14 0.00 1697999.91 0.00 1697999.91 110250
8 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 Sub structure of Bridges (Common SR Vol-I 2023-24 Pg.No.18 It.No.2.11 c) Ton 64.38 91908.60 5917075.67 0.00 64.38 0.00 64.38 91908.60 0.00 5917075.67 0.00 5917075.67 44887.5
9 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 Super structure of Bridges(Common SR Vol-I 2023-24 Pg.No.18 It.No.2.11 d) Ton 9.59 92145.90 883679.18 0.00 0.00 9.59 9.59 92145.90 0.00 0.00 883679.18 883679.18 4449324.94
10 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification A. Granular material MORTH Specification 710.1.4.of IRC:78 & 2200 (PWD Bridge & Roads SR 2023-24 Pg.No.117 It.No.12.3 A) Cum 243.40 1226.40 298503.31 0.00 0.00 243.40 243.40 1226.40 0.00 0.00 298503.31 298503.31 2948018.976
11 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification MORTH Specification No. 2700 (PWD Roads & Bridges SR 2023-24 Pg.No.121 It.No.13.8) Cum 9.87 7063.35 69715.26 0.00 0.00 9.87 9.87 7063.35 0.00 0.00 69715.26 69715.26 22004.136
12 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) , HOM complete as per specifications. MORTH Specification No.1500, 1600, 1700 & 2704 (PWD Road & Bridges Vol-III SR 2023-24 Pg.No.122 It.No.13.9) Cum 21.00 11761.05 246982.05 0.00 0.00 21.00 21.00 11761.05 0.00 0.00 246982.05 246982.05 39715.2
13 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. complete as per specifications. MORTH Specification No.710.1.4 of IRC:78 & 2200 (PWD Roads & Bridges SR 2023-24 Vol-III Pg.No.117 It.No.12.4) Cum 152.39 2810.85 428345.43 0.00 0.00 152.39 152.39 2810.85 0.00 0.00 428345.43 428345.43 9220.05
14 Filler Joint Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical MORTH Specification No. 2605 (PWD Roads & Bridges SR 2023-24 Vol-III Pg.No.123 It.No.14.15 (ii)) Rmt 35.92 143.85 5167.09 0.00 0.00 35.92 35.92 143.85 0.00 0.00 5167.09 5167.09 278712
15 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, c/c spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. MORTH Specification No. 2703,1500,1600 & 1700 (PWD Roads & Bridges SR 2023-24 Vol-III It.No. 13.4 Pg.No.121) m 79.04 2232.30 176440.99 0.00 0.00 79.04 79.04 2232.30 0.00 0.00 176440.99 176440.99 278712
16 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification complete as per specifications MORTH Specification No. 2705 (PWD Roads & Bridges SR 2023-24 Vol-III Pg.No.121 It.No.13.7) Nos 42.00 3434.55 144251.10 0.00 0.00 42.00 42.00 3434.55 0.00 0.00 144251.10 144251.10 278712
17 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.2706 & 2200 (PWD Roads & Bridges SR 2023-24 Vol-III Pg.No.117 It.No.12.1) m 86.56 144.90 12542.54 0.00 0.00 86.56 86.56 144.90 0.00 0.00 12542.54 12542.54 907075.386
18 Painting on New Concrete Surfaces Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2 MORTH Speification No 80 (PWD Roads & Bridges SR 2023-24 Vol-III Pg.No.123 It.No.13.14) sqm 272.69 88.20 24051.08 0.00 0.00 272.69 272.69 88.20 0.00 0.00 24051.08 24051.08
19 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) MORTH Specification No. 2702 (PWD Roads & Bridges SR 2023-24 Vol-III It.No. 13.2 Pg.No.121) Cum 27.75 13741.35 381322.46 0.00 0.00 27.75 27.75 13741.35 0.00 0.00 381322.46 381322.46
20 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 complete as per specifications. MORTH specification 202 (II) By Mechanical Means. A. Cement Concrete Grade M-15 & M-20. (PWD Roads and Bridges SR 2023-24 vol-III Pg.No.10, It.No. 2.8-(ii) a) Cum 270.60 754.95 204289.47 0.00 0.00 270.60 270.60 754.95 0.00 0.00 204289.47 204289.47
21 Providing ,Supplying and fixing M.S. gates of Suitable size with required number of M.S. plate , stiffners, and horizontal bracingof ISMC 75*40 including rubber guard of ISA 20*4 of approved quality to bottom & two sides and to be fixed to the grove of M.S. gate of size 25 mm with machine screw nuts and bolts of size 6mm dia & 35mm long and fixed with 16mm dia MS bar handles with required numbers suitably welded to horizontal bracing including two coats of anti corrosive bituminous paint over a coat of primer & all necessary works as directed and complete as per per specification.MI SR Vol-IV PART II, 2024-25 P.No.-135, I.No.2.70) kg 4978.45 181.65 904335.44 0.00 0.00 4978.45 4978.45 181.65 0.00 0.00 904335.44 904335.44
22 Providing and fixing M.S. Channel frame to suite the suitable size of gates. The side channels with suitable height with hold fasts 12mm dia and 0.5m long M.S. Bar at 0.50 m c/c with suitable size bottom channel including cost of all materials including two coats of anti corrosive paint over a coat of primer & all necessary works as directed and complete as per per specification. Common SR Vol-IV, 2023-24 P.No.-135, I.No.2.80) kg 2449.42 88.20 216038.66 0.00 0.00 2449.42 2449.42 88.20 0.00 0.00 216038.66 216038.66
23 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer a) In area of light jungle (PWD Road & Bridges Vol-III SR 2023-24 Pg.No.9 It.No.2.5(II)a) 100 m2 0.00 412.65 0.00 0.00 0.00 0.00 0.00 412.65 0.00 0.00 0.00 0.00 19559.61
24 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 (PWD Road & Bridges Vol-III SR 2023-24 Pg.No17 It.No.3.3) Sqm 1815.00 6.30 11434.50 1815.00 0.00 0.00 1815.00 6.30 11434.50 0.00 0.00 11434.50 22050
25 Construction of Embankment by excavating the available app roved Gravel/Murrum deposited at a place or borrow pits du ring or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, includin g cost of labour,rolling,water,all materials,usage& all other appur tenaces required to complete the work. (common SR Vol-I SR 2023-24 Pg.No6 It.No.1.8) Cum 967.63 497.70 481589.90 967.63 0.00 0.00 967.63 497.70 481589.90 0.00 0.00 481589.90 3016605.375
26 Construction of sub-grade and earthen shoulders with appro ved 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 (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 17 It.No.3.6) Cum 1285.24 517.65 665304.49 1285.24 0.00 0.00 1285.24 517.65 665304.49 0.00 0.00 665304.49 5055950.34
27 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(B) For Grading -V Material (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 23 It.No.4.2 B (v)) Cum 494.70 2476.95 1225347.17 0.00 0.00 494.70 494.70 2476.95 0.00 0.00 1225347.17 1225347.17 5204299.72
28 Providing, laying, spreading and compacting graded stone ag gregate to Wet Mix Macadam specification including premixi ng 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 roller to achieve the desired density. (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 26 It.No.4.17) Cum 498.77 2686.95 1340170.05 0.00 0.00 498.77 498.77 2686.95 0.00 0.00 1340170.05 1340170.05 322875
29 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 per m2 using mechanical means. (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 31 It.No.5.1 A) Sqm 2435.00 66.15 161075.25 0.00 0.00 2435.00 2435.00 66.15 0.00 0.00 161075.25 161075.25 110250
30 Tack coat on Granular surface treated with primer Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface..(Vol.-3, P.No.31, I.No. 5.4(ii)) Sqm 2435.00 23.10 56248.50 0.00 0.00 2435.00 2435.00 23.10 0.00 0.00 56248.50 56248.50 44887.5
31 Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-40 @ 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 Clause 504 of MORTH V revision (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 33 It.No.5.9 (c)) Cum 121.77 10822.35 1317837.56 0.00 0.00 121.77 121.77 10822.35 0.00 0.00 1317837.56 1317837.56 4449324.94
32 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. (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 43 It.No.5.31) Cum 60.88 14281.05 869430.32 0.00 0.00 60.88 60.88 14281.05 0.00 0.00 869430.32 869430.32 2948018.976
33 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. MORTH Specification No. 803 (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 67 It.No.8.15) sqm 66.00 556.50 36729.00 0.00 0.00 66.00 66.00 556.50 0.00 0.00 36729.00 36729.00 19559.61
34 Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 65 It.No.8.7) Sqm 1.80 9444.75 17000.55 0.00 0.00 1.80 1.80 9444.75 0.00 0.00 17000.55 17000.55 22050
35 Retro-Reflectorised Traffic Signs : Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 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:67:2012. 90 cm equilateral triangle (PWD Road & Bridges Vol-III SR 2022-24 Pg.No 63 It.No.8.5 A (ii)) No 2.00 4904.55 9809.10 0.00 0.00 2.00 2.00 4904.55 0.00 0.00 9809.10 9809.10 3016605.375
36 Retro-Reflectorised Traffic Signs : Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 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:67:2012. 60 cm equilateral triangle (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 63 It.No.8.5 A (iv) No 4.00 3740.10 14960.40 0.00 0.00 4.00 4.00 3740.10 0.00 0.00 14960.40 14960.40 5055950.34
37 Retro-Reflectorised Traffic Signs : Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 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:67:2012. 90 cm high octagon (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 54 It.No.8.5 A (xv) Nos 3.00 6813.45 20440.35 0.00 0.00 3.00 3.00 6813.45 0.00 0.00 20440.35 20440.35 5204299.72
38 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's 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 manufacturer's 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. (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 74 It.No.8.43) Nos 36.00 383.25 13797.00 0.00 0.00 36.00 36.00 383.25 0.00 0.00 13797.00 13797.00 322875
Add for GST 18% 4996481.54
Add for Tender Premium 5% 1637735.62
DPR and construction drawings for all Services (Bridges) Charges (1%) 253901.31
QC Charges (1%) 277582.31
Misc, QC & Rounding Off 76068.45
Estimate Amount 35000000
Percentage 34% 33% 33% 100%
ABSTRACT FOR RCC DECK SLAB BRIDGE OF 1 VENTS [7.00M x 3.75M]
Sl no Description of Work Unit Qty Rate Amount
1 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.By Mechanical Means using Motor Grader In area of light jungle MORTH Specification No. 201 (PWD Road & Bridges Vol-III SR 2023-24 Pg.No.9 It.No.2.5 (ii) a) 100Sqm 18.00 412.65 7427.70 1.00 0.074277 FINISHING WIDTH 3.75 M
2 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 works In all kinds of soils Depth upto 3 m (PWD Common SR Vol-I 2023-24 Pg.No.8 It.No.1.14.1) Cum 1893.14 112.35 212694.41 1.00 2.1269441 FINISHING WIDTH 3.75 M
3 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 works In ordinary/soft rock without blasting upto 1.5 m depth (PWD Common SR Vol-I 2023-24 Pg.No.8 It.No.1.15.1) Cum 596.42 399.00 237971.58 1.00 2.3797158 FINISHING WIDTH 3.75 M
4 Providing and laying in position plain 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 achineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (PWD Common SR 2023-24 Vol-I Pg.No.15 It.No.2.1.3) cum 155.32 6496.35 1009013.08 1.00 10.0901308
5 Providing and laying in position Reinforced 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 alllead & lifts, cost of allmaterials, 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. (Including the cost of formwork) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD Common SR 2023-24 Vol-I Pg.No.15 It.No.2.2.3) Cum 723.15 7097.03 5132217.24 1.00 51.3221724
6 Providing and laying in position Reinforced 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 necesary, 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. (Including the cost of formwork) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD Common SR 2023-24 Vol-I Pg.No.16 It.No.2.4.3) Cum 441.56 7489.34 3306992.97 1.00 33.0699297
7 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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. (Including the cost of formwork) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD Common SR 2023-24 Vol-I Pg.No.16 It.No.2.5.2) cum 192.82 8806.14 1697999.91 1.00 16.9799991
8 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 Sub structure of Bridges (Common SR Vol-I 2023-24 Pg.No.18 It.No.2.11 c) Ton 64.38 91908.60 5917075.67 1.00 59.1707567 17.10625
9 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 Super structure of Bridges(Common SR Vol-I 2023-24 Pg.No.18 It.No.2.11 d) Ton 9.59 92145.90 883679.18 1.00 8.8367918
10 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification A. Granular material MORTH Specification 710.1.4.of IRC:78 & 2200 (PWD Bridge & Roads SR 2023-24 Pg.No.117 It.No.12.3 A) Cum 243.40 1226.40 298503.31 1.00 2.9850331
11 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification MORTH Specification No. 2700 (PWD Roads & Bridges SR 2023-24 Pg.No.121 It.No.13.8) Cum 9.87 7063.35 69715.26 1.00 0.6971526
12 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) , HOM complete as per specifications. MORTH Specification No.1500, 1600, 1700 & 2704 (PWD Road & Bridges Vol-III SR 2023-24 Pg.No.122 It.No.13.9) Cum 21.00 11761.05 246982.05 1.00 2.4698205
13 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. complete as per specifications. MORTH Specification No.710.1.4 of IRC:78 & 2200 (PWD Roads & Bridges SR 2023-24 Vol-III Pg.No.117 It.No.12.4) Cum 152.39 2810.85 428345.43 1.00 4.2834543
14 Filler Joint Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical MORTH Specification No. 2605 (PWD Roads & Bridges SR 2023-24 Vol-III Pg.No.123 It.No.14.15 (ii)) Rmt 35.92 143.85 5167.09 1.00 0.0516709
15 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, c/c spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. MORTH Specification No. 2703,1500,1600 & 1700 (PWD Roads & Bridges SR 2023-24 Vol-III It.No. 13.4 Pg.No.121) m 79.04 2232.30 176440.99 1.00 1.7644099
16 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification complete as per specifications MORTH Specification No. 2705 (PWD Roads & Bridges SR 2023-24 Vol-III Pg.No.121 It.No.13.7) Nos 42.00 3434.55 144251.10 1.00 1.442511
17 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.2706 & 2200 (PWD Roads & Bridges SR 2023-24 Vol-III Pg.No.117 It.No.12.1) m 86.56 144.90 12542.54 1.00 0.1254254
18 Painting on New Concrete Surfaces Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2 MORTH Speification No 80 (PWD Roads & Bridges SR 2023-24 Vol-III Pg.No.123 It.No.13.14) sqm 272.688 88.20 24051.08 1.00 0.2405108
19 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) MORTH Specification No. 2702 (PWD Roads & Bridges SR 2023-24 Vol-III It.No. 13.2 Pg.No.121) Cum 27.750 13741.35 381322.46 1.00 3.8132246
20 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 complete as per specifications. MORTH specification 202 (II) By Mechanical Means. A. Cement Concrete Grade M-15 & M-20. (PWD Roads and Bridges SR 2023-24 vol-III Pg.No.10, It.No. 2.8-(ii) a) Cum 270.600 754.95 204289.47 1.00 2.0428947
21 Providing ,Supplying and fixing M.S. gates of Suitable size with required number of M.S. plate , stiffners, and horizontal bracingof ISMC 75*40 including rubber guard of ISA 20*4 of approved quality to bottom & two sides and to be fixed to the grove of M.S. gate of size 25 mm with machine screw nuts and bolts of size 6mm dia & 35mm long and fixed with 16mm dia MS bar handles with required numbers suitably welded to horizontal bracing including two coats of anti corrosive bituminous paint over a coat of primer & all necessary works as directed and complete as per per specification.MI SR Vol-IV PART II, 2024-25 P.No.-135, I.No.2.70) kg 4978.450 181.65 904335.44 1.00 9.0433544
22 Providing and fixing M.S. Channel frame to suite the suitable size of gates. The side channels with suitable height with hold fasts 12mm dia and 0.5m long M.S. Bar at 0.50 m c/c with suitable size bottom channel including cost of all materials including two coats of anti corrosive paint over a coat of primer & all necessary works as directed and complete as per per specification. Common SR Vol-IV, 2023-24 P.No.-135, I.No.2.80) kg 2449.418 88.20 216038.66 1.00 2.1603866
Assistant Executive Engineer Executive Engineer
PWD, Sub Division, Hukkeri PWD Division, Chikkodi
MESUREMENT SHEET FOR RCC DECK SLAB BRIDGE CUM BARRAGE OF 12 VENTS [2.0M x 3.75M]
Sl no Description of Work Unit NO L B D Quantity
1 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.By Mechanical Means using Motor Grader In area of light jungle MORTH Specification No. 201 (PWD Road & Bridges Vol-III SR 2023-24 Pg.No.9 It.No.2.5 (ii) a) Avg Bed Lvl
Sqm Total 1800.00 2.00
100 Sqm Total 18.00
2 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 works In all kinds of soils Depth upto 3 m (PWD Common SR Vol-I 2023-24 Pg.No.8 It.No.1.14.1) Avg Bed Lvl
Returns parallel to road Cum 4 3.50 3.60 0.45 22.68
Returns parallel to nala (total length= 7.5*2+6*2+2*4=35m) Cum 1 35.00 3.60 0.45 56.70
3 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 works In ordinary/soft rock without blasting upto 1.5 m depth (PWD Common SR Vol-I 2023-24 Pg.No.8 It.No.1.15.1) Avg Bed Lvl
Barrage portion Cum 1 37.54 13.40 0.60 301.82 avg #DIV/0! -1.2 5 3 21
Returns parallel to road Cum 4 3.50 3.60 0.75 37.80
Returns parallel to nala (total length= 7.5*2+6*2+2*4=35m) Cum 1 35.00 3.60 0.75 94.50
4 Providing and laying in position plain 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 achineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (PWD Common SR 2023-24 Vol-I Pg.No.15 It.No.2.1.3) 4230
Barrage portion Cum 1 37.54 13.40 0.15 75.46
Returns parallel to road Cum 4 3.50 3.60 0.15 7.56
Returns parallel to nala (total length= 7.5*2+6*2+2*4=35m) Cum 1 10.00 3.60 0.15 5.40
5 Providing and laying in position Reinforced 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 alllead & lifts, cost of allmaterials, 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. (Including the cost of formwork) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD Common SR 2023-24 Vol-I Pg.No.15 It.No.2.2.3) 4230
Barrage raft cum 1 37.24 13.10 0.90 439.06
Returns parallel to road
Base slab Cum 4 3.50 3.30 0.50 23.10
Returns parallel to nala (total length= 7.5*2+6*2+2*4=35m)
Base slab Cum 2 2.50 1.00 0.90 4.50
6 Providing and laying in position Reinforced 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 necesary, 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. (Including the cost of formwork) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD Common SR 2023-24 Vol-I Pg.No.16 It.No.2.4.3) 4230
Abutment wall Cum 2 12.10 0.80 3.35 64.86
Abutment cap Cum 2 12.10 0.90 0.40 8.71
Dirt wall Cum 2 12.10 0.40 0.30 2.90
Pier end semi circular portion Total area per pier =0.7854*0.8*0.8 =0.5 Sqm Cum 5 0.503 3.35 8.42
Pier wall Cum 6 3.90 0.60 3.75 52.65
Pier end semi circular portion Total area per pier =0.7854*0.6*0.6 =0.28 Sqm Cum 6 0.28 Area 3.75 6.36
Returns parallel to road
Returns parallel to nala (total length= 7.5*2+6*2+2*4=35m)
stem wall Cum 2 4.00 0.40 2.00 6.40
7 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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. (Including the cost of formwork) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD Common SR 2023-24 Vol-I Pg.No.16 It.No.2.5.2) #REF!
8 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 Sub structure of Bridges (Common SR Vol-I 2023-24 Pg.No.18 It.No.2.11 c) 61174
Sheet enclosed Ton Ton 64.38 63.26 383.6023234
9 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 Super structure of Bridges(Common SR Vol-I 2023-24 Pg.No.18 It.No.2.11 d) 61174
Sheet enclosed Ton Ton 9.59 11.25
10 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification A. Granular material MORTH Specification 710.1.4.of IRC:78 & 2200 (PWD Bridge & Roads SR 2023-24 Pg.No.117 It.No.12.3 A) 357
Behind abutment Cum 2 9.40 1.50 3.35 94.47
Returns parallel to road Cum 4 2.00 2.72 0.55 11.97
Inbetween retaining wall and abutment Cum 2 2.00 9.40 4.08 153.41
Returns parallel to nala (total length= 7.5*2+6*2+2*4=35m) Cum 1 35.00 2.72 0.55 52.36
Deduction of Filter media bridge portion Cum -68.81
Total 243.40 708
11 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification MORTH Specification No. 2700 (PWD Roads & Bridges SR 2023-24 Pg.No.121 It.No.13.8) 4076 7
below Approch Slab Cum 2 9.40 3.50 0.15 9.87
12 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) , HOM complete as per specifications. MORTH Specification No.1500, 1600, 1700 & 2704 (PWD Road & Bridges Vol-III SR 2023-24 Pg.No.122 It.No.13.9) 9198
Approch Slab Cum 2 10.00 3.50 0.30 21.00
Total 21.00 25.2
13 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. complete as per specifications. MORTH Specification No.710.1.4 of IRC:78 & 2200 (PWD Roads & Bridges SR 2023-24 Vol-III Pg.No.117 It.No.12.4) 966
Returns parallel to road cum 4 3.50 3.98 0.60 33.43
Returns parallel to nala (total length= 7.5*2+6*2+2*4=35m) cum 1 35.00 3.98 0.60 83.58
Behind abutments Cum 2 8.80 3.35 0.60 35.38
14 Filler Joint Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical MORTH Specification No. 2605 (PWD Roads & Bridges SR 2023-24 Vol-III Pg.No.123 It.No.14.15 (ii)) 159
Inbetween abutment and approach Rmt 2 10.00 20.00
Returns parallel to road Rmt 4 3.98 15.92
Total 35.92 66.8
15 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, c/c spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. MORTH Specification No. 2703,1500,1600 & 1700 (PWD Roads & Bridges SR 2023-24 Vol-III It.No. 13.4 Pg.No.121) 1369
Qty As per Standard Dwg No SD / 113 m 2 39.52 79.04 54.5
16 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification complete as per specifications MORTH Specification No. 2705 (PWD Roads & Bridges SR 2023-24 Vol-III Pg.No.121 It.No.13.7) 1369
Qty As per Standard Dwg No SD / 113 Nos 12 3.50 42.00 24
17 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.2706 & 2200 (PWD Roads & Bridges SR 2023-24 Vol-III Pg.No.117 It.No.12.1) 200
Behind Abutment wall Rmtr 2 0.80 24.00 Nos 38.40
Returns parallel to road Rmtr 4 0.43 8.00 Nos 13.76
Returns parallel to nala (total length= 7.5*2+6*2+2*4=35m) Rmtr 1 0.43 80.00 Nos 34.40
Total 86.56 61.4
18 Painting on New Concrete Surfaces Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2 MORTH Speification No 80 (PWD Roads & Bridges SR 2023-24 Vol-III Pg.No.123 It.No.13.14) 159
Railings Sqm 2 39.52 2.10 165.98
19 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) MORTH Specification No. 2702 (PWD Roads & Bridges SR 2023-24 Vol-III It.No. 13.2 Pg.No.121) 159
Over the Deck slab Cum 1 33.34 9.00 0.075 22.50
Approaches Cum 2 10.00 3.50 0.075 5.25
20 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 complete as per specifications. MORTH specification 202 (II) By Mechanical Means. A. Cement Concrete Grade M-15 & M-20. (PWD Roads and Bridges SR 2023-24 vol-III Pg.No.10, It.No. 2.8-(ii) a) 159
Total 270.60 36
21 Providing ,Supplying and fixing M.S. gates of Suitable size with required number of M.S. plate , stiffners, and horizontal bracingof ISMC 75*40 including rubber guard of ISA 20*4 of approved quality to bottom & two sides and to be fixed to the grove of M.S. gate of size 25 mm with machine screw nuts and bolts of size 6mm dia & 35mm long and fixed with 16mm dia MS bar handles with required numbers suitably welded to horizontal bracing including two coats of anti corrosive bituminous paint over a coat of primer & all necessary works as directed and complete as per per specification.MI SR Vol-IV PART II, 2024-25 P.No.-135, I.No.2.70) 159
Weight of one gate
(b)ISMC 75 X 4 @ 6.80 kg/m
Bracing kg 6 2.10 6.80 85.68
Stiffeners kg 2 1.00 6.80 13.60
(c)ISA 20X20X3mm @ 0.9kg/m
Horizontal kg 2 2.10 0.88 3.68
Vertica kg 2 1.00 0.89 1.77
Toat lweight of one gate kg 207.44
Total numbers of gate kg 24 207.44 4978.45
kg Total 4978.45 36
22 Providing and fixing M.S. Channel frame to suite the suitable size of gates. The side channels with suitable height with hold fasts 12mm dia and 0.5m long M.S. Bar at 0.50 m c/c with suitable size bottom channel including cost of all materials including two coats of anti corrosive paint over a coat of primer & all necessary works as directed and complete as per per specification. Common SR Vol-IV, 2023-24 P.No.-135, I.No.2.80) 159
Toat lweight of one gate kg 204.12
Total numbers of vents kg 12 204.12 2449.42
kg Total 2449.42 36
Assistant Executive Engineer Executive Engineer
PWD, Sub Division, Hukkeri PWD Division, Chikkodi
BAR BENDING SCHEDULE OF DECK SLAB BRIDGE OF 2.0X 3.75 - 12 VENTS
Sl No. Description Bar Dia DIST ALONG Y SPACING NO OF BAR REQUIRED NO OF BARS SAY LENGTH OF EACH BAR Nos. 8 mm 10 mm 12 mm 16 mm 20 mm
TOTAL LENGTHS 0 5376.80 0 6842 0
TOTAL WEIGHT 14114 kg
TOTAL LENGTHS 0 1730.40 118.7 2345 0
TOTAL WEIGHT 4874 kg
Dummy Pier WALL
TOTAL WEIGHT 19656 kg
3 RETAINING WALL PARALLEL TO ROAD
RETAINING WALL FOOTING
TOTAL LENGTHS 0 619.2 623.2 342 0
TOTAL WEIGHT 1475 kg
TOTAL LENGTHS 0 1091.36 501.6 216.6 0
TOTAL WEIGHT 1460 kg
3 RETAINING WALL PARALLEL TO NALA
RETAINING WALL FOOTING
TOTAL LENGTHS 0 1288.8 1443.2 792 0
TOTAL WEIGHT 3326 kg
TOTAL LENGTHS 0 1270.80 2148.96 501.6 0
TOTAL WEIGHT 3483 kg
Floor Apron (U/S)
Floor Apron (D/S)
TOTAL LENGTHS 0 16442.28 0 0 0
TOTAL WEIGHT 10137 kg
TOTAL SUB STRUCTRAL REINFORCEMENT WEIGHT 64377.5 kg
TOTAL LENGTHS 0 2481.84 2307.92 0 1680
TOTAL WEIGHT 7722 kg
TOTAL LENGTHS 0 1613.74 0 0 0
TOTAL WEIGHT 995 kg
TOTAL SUPER STRUCTRAL REINFORCEMENT WEIGHT 9588.7 kg
ABSTRACT FOR CONSTRUCTION OF ROAD
Sl. No. Description Unit Qty Rate (Rs.) Amount (Rs.)
1 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer a) In area of light jungle (PWD Road & Bridges Vol-III SR 2023-24 Pg.No.9 It.No.2.5(II)a)
2 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 (PWD Road & Bridges Vol-III SR 2023-24 Pg.No17 It.No.3.3)
3 Construction of Embankment by excavating the available app roved Gravel/Murrum deposited at a place or borrow pits du ring or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, includin g cost of labour,rolling,water,all materials,usage& all other appur tenaces required to complete the work. (common SR Vol-I SR 2023-24 Pg.No6 It.No.1.8)
4 Construction of sub-grade and earthen shoulders with appro ved 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 (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 17 It.No.3.6)
5 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(B) For Grading -V Material (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 23 It.No.4.2 B (v))
6 Providing, laying, spreading and compacting graded stone ag gregate to Wet Mix Macadam specification including premixi ng 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 roller to achieve the desired density. (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 26 It.No.4.17)
7 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 per m2 using mechanical means. (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 31 It.No.5.1 A)
8 Tack coat on Granular surface treated with primer Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface..(Vol.-3, P.No.31, I.No. 5.4(ii)) 0.00
9 Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-40 @ 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 Clause 504 of MORTH V revision (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 33 It.No.5.9 (c)) 0.00
10 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. (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 43 It.No.5.31) 0.00
11 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. MORTH Specification No. 803 (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 67 It.No.8.15) 0.00
12 Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 65 It.No.8.7) 0.00
13 Retro-Reflectorised Traffic Signs : Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 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:67:2012. 90 cm equilateral triangle (PWD Road & Bridges Vol-III SR 2022-24 Pg.No 63 It.No.8.5 A (ii)) 0.00
14 Retro-Reflectorised Traffic Signs : Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 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:67:2012. 60 cm equilateral triangle (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 63 It.No.8.5 A (iv) 0.00
15 Retro-Reflectorised Traffic Signs : Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 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:67:2012. 90 cm high octagon (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 54 It.No.8.5 A (xv) 0.00
16 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's 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 manufacturer's 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. (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 74 It.No.8.43) 0.00
Sub - Total 6241174.00
Assistant Executive Engineer Executive Engineer
PWD, Sub Division, Hukkeri PWD Division, Chikkodi
MEASUREMENT FOR CONSTRUCTION OF ROAD
Sl. No. Description Unit No. L B D Qty
1 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer a) In area of light jungle (PWD Road & Bridges Vol-III SR 2023-24 Pg.No.9 It.No.2.5(II)a)
Towards Terani sqm 0 75.00 7.50 0.00
Towards Yamakanmardi sqm 0 50.00 7.50 0.00
Deduct Voids 30% 0.00
2 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 (PWD Road & Bridges Vol-III SR 2023-24 Pg.No17 It.No.3.3)
Towards Terani Sqm 1 165.00 5.50 907.50
Towards Yamakanmardi Sqm 1 165.00 5.50 907.50
3 Construction of Embankment by excavating the available app roved Gravel/Murrum deposited at a place or borrow pits du ring or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, includin g cost of labour,rolling,water,all materials,usage& all other appur tenaces required to complete the work. (common SR Vol-I SR 2023-24 Pg.No6 It.No.1.8)
Embankment atty Separate Sheet Enclosed Cum 1516.64 Terani 10.125 0.925 75 702.421875
Deduction (only trnasition portion) Cum -270.00 Yama 10.125 0.925 45 421.453125
Cum Total 967.63
4 Construction of sub-grade and earthen shoulders with appro ved 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 (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 17 It.No.3.6)
In Transition portion 825
Towards Terani Cum 1 50.00 11.250 0.300 168.75
Towards Yamakanmardi Cum 1 30.00 11.250 0.300 101.25
For reconstruction road 13.65 9.15
Towards Yamakanmardi Cum 1 135.00 9.000 0.300 364.50 13.5 22.5 9
Side Shoulders 11.25
Towards Terani Cum 2 165.00 1.213 0.425 170.12
Towards Yamakanmardi Cum 2 165.00 1.213 0.425 170.12 26.8 17.8
Cum Total 1285.24 13.4 8.9
5 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(B) For Grading -V Material (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 23 It.No.4.2 B (v))
In Transition portion 22.3
Towards Terani Cum 1 50.00 7.750 0.20 77.50
Towards Yamakanmardi Cum 1 30.00 7.750 0.20 46.50
For reconstruction road
Towards Terani Cum 1 115.00 5.500 0.20 126.50
Towards Yamakanmardi Cum 1 135.00 5.500 0.20 148.50
Side Shoulders 0.00
Towards Terani Cum 2 165.00 1.450 0.100 47.85
Towards Yamakanmardi Cum 2 165.00 1.450 0.100 47.85
Cum Total 494.70
6 Providing, laying, spreading and compacting graded stone ag gregate to Wet Mix Macadam specification including premixi ng 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 roller to achieve the desired density. (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 26 It.No.4.17)
In Transition portion
Towards Terani Cum 1 50.00 7.750 0.25 96.88
Towards Yamakanmardi Cum 1 30.00 7.750 0.25 58.13
For reconstruction road
Towards Terani Cum 1 115.00 5.500 0.250 158.13
Towards Yamakanmardi Cum 1 135.00 5.500 0.250 185.63
Cum Total 498.77
7 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 per m2 using mechanical means. (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 31 It.No.5.1 A)
In Transition portion
Towards Terani Cum 1 50.00 7.750 387.50
Towards Yamakanmardi Cum 1 30.00 7.750 0.00 232.50
For reconstruction road 0.00
Towards Terani Sqm 1 165.00 5.500 907.50
Towards Yamakanmardi Sqm 1 165.00 5.500 907.50
Sqm Total 2435.00
8 Tack coat on Granular surface treated with primer Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface..(Vol.-3, P.No.31, I.No. 5.4(ii))
In Transition portion
Towards Terani Cum 1 50.00 7.750 387.50
Towards Yamakanmardi Cum 1 30.00 7.750 0.00 232.50
For reconstruction road
Towards Terani Sqm 1 165.00 5.500 907.50
Towards Yamakanmardi Sqm 1 165.00 5.500 907.50
Sqm Total 2435.00
9 Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-40 @ 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 Clause 504 of MORTH V revision (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 33 It.No.5.9 (c))
In Transition portion
Towards Terani Cum 1 50.00 7.750 0.050 19.38
Towards Yamakanmardi Cum 1 30.00 7.750 0.05 11.63
For reconstruction road
Towards Terani Cum 1 165.00 5.50 0.050 45.38
Towards Yamakanmardi Cum 1 165.00 5.50 0.050 45.38
Cum Total 121.77
10 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. (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 43 It.No.5.31)
In Transition portion
Towards Terani Cum 1 50.00 7.750 0.025 9.69
Towards Yamakanmardi Cum 1 30.00 7.750 0.025 5.81
For reconstruction road
Towards Terani Cum 1 165.00 5.50 0.025 22.69
Towards Yamakanmardi Cum 1 165.00 5.50 0.025 22.69
Cum Total 60.88
11 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. MORTH Specification No. 803 (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 67 It.No.8.15)
For reconstruction road
Towards Terani 0.00
(Edge Line) Sqm 2 165.00 0.100 33.00
Towards Yamakanmardi .
(Edge Line) Sqm 2 165.00 0.100 33.00
Sqm Total 66.00 33000
12 Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 65 It.No.8.7)
13 Retro-Reflectorised Traffic Signs : Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 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:67:2012. 90 cm equilateral triangle (PWD Road & Bridges Vol-III SR 2022-24 Pg.No 63 It.No.8.5 A (ii))
14 Retro-Reflectorised Traffic Signs : Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 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:67:2012. 60 cm equilateral triangle (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 63 It.No.8.5 A (iv)
15 Retro-Reflectorised Traffic Signs : Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 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:67:2012. 90 cm high octagon (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 54 It.No.8.5 A (xv)
16 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's 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 manufacturer's 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. (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 74 It.No.8.43)
Towards Terani Sides Nos
(Edge Line) Nos 2 9 18.00
Towards Yamakanmardi 0.00
(Edge Line) Nos 2 9 18.00
Nos Total 36.00 5.25
Assistant Executive Engineer Executive Engineer
PWD, Sub Division, Hukkeri PWD Division, Chikkodi
Volume Report Between G RL and FRL
Sl. Section Previous Cutting Volume Filling Volume
No. From Section Difference Width Area Previous Average Volume Area Previous Average Volume
Sq. Mtrs Area Sq. Mtrs Cubic Meters Sq. Mtrs Area Sq. Mtrs Cubic Meters
RATE ANALYSIS 2023-24 UNI SR FOR BOX CULVERT
Sl. No. Description of Items Unit Page No. Schedule Rates Total Data Rate Formwork Area Weight Gr Total
Item No. Basic Rate Volume % Rate 5%
1 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.By Mechanical Means using Motor Grader In area of light jungle MORTH Specification No. 201 (PWD Road & Bridges Vol-III SR 2023-24 Pg.No.9 It.No.2.5 (ii) a) 100 m2 9 2.5 (ii) a 393.00 3 393.00 19.65 412.65 1
2 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 works In all kinds of soils Depth upto 3 m (PWD Common SR Vol-I 2023-24 Pg.No.8 It.No.1.14.1) m3 8 1.14.1 102.00 1 102.00 107.00 5.35 112.35 1
3 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 works In ordinary/soft rock without blasting upto 1.5 m depth (PWD Common SR Vol-I 2023-24 Pg.No.8 It.No.1.15.1) m3 8 1.15.1 363.00 1 363.00 380.00 19.00 399.00 1
4 Providing and laying in position plain 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 achineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (PWD Common SR 2023-24 Vol-I Pg.No.15 It.No.2.1.3) m3 15 2.1.3 5918.00 1 5918.00 6187.00 309.35 6496.35 1
5 Providing and laying in position Reinforced 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 alllead & lifts, cost of allmaterials, 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. (Including the cost of formwork) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD Common SR 2023-24 Vol-I Pg.No.15 It.No.2.2.3) m3 15 2.2.3 6227.00 1 6227.00 6510.00 4% 249.08 337.95 7097.03 1
6 Providing and laying in position Reinforced 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 necesary, 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. (Including the cost of formwork) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD Common SR 2023-24 Vol-I Pg.No.16 It.No.2.4.3) m3 16 2.4.3 6227.00 1 6227.00 6510.00 10% 622.70 356.64 7489.34 1
7 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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. (Including the cost of formwork) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD Common SR 2023-24 Vol-I Pg.No.16 It.No.2.5.2) m3 16 2.5.2 6734.00 1 6734.00 7040.00 20% 1346.80 419.34 8806.14 1
8 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 Sub structure of Bridges (Common SR Vol-I 2023-24 Pg.No.18 It.No.2.11 c) Ton 18 2.11 c 87532.00 1 87532.00 4376.60 91908.60 1
9 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 Super structure of Bridges(Common SR Vol-I 2023-24 Pg.No.18 It.No.2.11 d) Ton 18 2.11 d 87758.00 1 87758.00 4387.90 92145.90 1
10 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification A. Granular material MORTH Specification 710.1.4.of IRC:78 & 2200 (PWD Bridge & Roads SR 2023-24 Pg.No.117 It.No.12.3 A) m3 99 12.3-A 1168.00 3 1168.00 58.40 1226.40 1
11 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification MORTH Specification No. 2700 (PWD Roads & Bridges SR 2023-24 Pg.No.121 It.No.13.8) m3 121 13.8 6727.00 3 6727.00 336.35 7063.35 1
12 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) , HOM complete as per specifications. MORTH Specification No.1500, 1600, 1700 & 2704 (PWD Road & Bridges Vol-III SR 2023-24 Pg.No.122 It.No.13.9) m3 122 13.90 11201.00 3 11201.00 560.05 11761.05 1
13 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. complete as per specifications. MORTH Specification No.710.1.4 of IRC:78 & 2200 (PWD Roads & Bridges SR 2023-24 Vol-III Pg.No.117 It.No.12.4) m3 117 12.4 2677.00 3 2677.00 133.85 2810.85 1
14 Filler Joint Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical MORTH Specification No. 2605 (PWD Roads & Bridges SR 2023-24 Vol-III Pg.No.123 It.No.14.15 (ii)) m 123 13.15 (ii) 137.00 3 137.00 6.85 143.85 1
15 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, c/c spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. MORTH Specification No. 2703,1500,1600 & 1700 (PWD Roads & Bridges SR 2023-24 Vol-III It.No. 13.4 Pg.No.121) m 121 13.4 2126.00 3 2126.00 106.30 2232.30 1
16 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification complete as per specifications MORTH Specification No. 2705 (PWD Roads & Bridges SR 2023-24 Vol-III Pg.No.121 It.No.13.7) Nos 121 13.7 3271.00 3 3271.00 163.55 3434.55 1
17 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.2706 & 2200 (PWD Roads & Bridges SR 2023-24 Vol-III Pg.No.117 It.No.12.1) Mtr 117 12.1 138.00 3 138.00 6.90 144.90 1
18 Painting on New Concrete Surfaces Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2 MORTH Speification No 80 (PWD Roads & Bridges SR 2023-24 Vol-III Pg.No.123 It.No.13.14) m2 123 13.14 84.00 3 84.00 4.20 88.20 1
19 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) MORTH Specification No. 2702 (PWD Roads & Bridges SR 2023-24 Vol-III It.No. 13.2 Pg.No.121) m3 121 13.2 13087.00 3 13087.00 654.35 13741.35 1
20 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 complete as per specifications. MORTH specification 202 (II) By Mechanical Means. A. Cement Concrete Grade M-15 & M-20. (PWD Roads and Bridges SR 2023-24 vol-III Pg.No.10, It.No. 2.8-(ii) a) m3 10 2.8-(ii)-a 719.00 3 719.00 35.95 754.95 1
21 Providing ,Supplying and fixing M.S. gates of Suitable size with required number of M.S. plate , stiffners, and horizontal bracingof ISMC 75*40 including rubber guard of ISA 20*4 of approved quality to bottom & two sides and to be fixed to the grove of M.S. gate of size 25 mm with machine screw nuts and bolts of size 6mm dia & 35mm long and fixed with 16mm dia MS bar handles with required numbers suitably welded to horizontal bracing including two coats of anti corrosive bituminous paint over a coat of primer & all necessary works as directed and complete as per per specification.MI SR Vol-IV PART II, 2024-25 P.No.-135, I.No.2.70) kg 135 2.7 173.00 3 173.00 8.65 181.65 1
22 Providing and fixing M.S. Channel frame to suite the suitable size of gates. The side channels with suitable height with hold fasts 12mm dia and 0.5m long M.S. Bar at 0.50 m c/c with suitable size bottom channel including cost of all materials including two coats of anti corrosive paint over a coat of primer & all necessary works as directed and complete as per per specification. Common SR Vol-IV, 2023-24 P.No.-135, I.No.2.80) kg 135 2.8 84.00 3 84.00 4.20 88.20 1
23 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 complete as per specifications. MORTH specification 202 F. Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means (PWD Roads & Bidges SR 2021-22 Vol-III Pg.No.8 It.No.2.11 (II) A ) Cum 8 2.11- (II)-A 135.00 3 135.00 6.75 #REF!
24 Providing and laying in position Reinforced 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 necesary, 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates "For Form work" (PWD Common SR 2021-22 Vol-I Pg.No.17 It.No.2.4.3) cum 17 2.4.3 6871.00 1 6871.00 343.55 #REF!
25 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates "For Formwork" (PWD Common SR 2021-22 Vol-I Pg.No.17 It.No.2.5.2) Cum 17 2.5.2 7082.00 1 7082.00 354.10 #REF!
26 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications. A. Stone I Boulder MORTH Specification No. 2504 (PWD Roads & Bridges SR 2021-22 Vol-III Pg.No.111 It.No.16.4) cum 111 16.4-A 1635.00 3 1635.00 81.75 #REF!
27 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification Boulder Laid Dry Without Wire Crates. MORTH Specification No. 2503 (PWD Roads & Bridges SR 2021-22 Vol-III Pg.No.111 It.No.16.1) Cum 111 16.1 1637.00 3 1637.00 81.85 #REF!
28 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 MORTH Speification No 202 (P No 8 It.No.2.8-(ii)-A) m3 8 2.8-(ii)-A 881.00 3 881.00 44.05 #REF!
29 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 MORTH Speification No 202 (P No 8 It.No.2.11-(II)-A) m3 8 2.11-II-A 135.00 3 135.00 6.75 #REF!
30 Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved M-Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications. (PWD Common SR 2023-24 Vol-I Pg.No.11 It.No.1.23) m3 64 1.23 2682.00 1 2682.00 134.10 2816.10
31 Providing and laying in position Reinforced 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 alllead & lifts, cost of allmaterials, 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. (Including the cost of formwork) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD Common SR 2023-24 Vol-I Pg.No.15 It.No.2.2.3) m3 15 2.2.3 6510.00 1 6510.00 5% 325.50 341.78 7177.28
32 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications Stone/Boulder MORTH Specification No.2504 (PWD Road & Bridges Vol-III SR 2023-24 Pg.No.129 It.No.14.4 A) m3 129 14.4 A 1912.00 3 1912.00 95.60 2007.60
33 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. Boulder Laid Dry Without Wire Crates. MORTH Specification No.2503 (PWD Roads & Bridges SR 2023-24 Vol-III Pg.No.129 It.No.14.1 A) m3 129 14.1 A 1912.00 3 1912.00 95.60 2007.60
34 Epoxy bonding of new concrete to old concrete Ref. to MoRT&H : IRC 2805 (PWD Roads & Bridges SR 2021-22 Vol-III Pg.No.136 It.No.15.11) m3 136 15.11 771.00 3 771.00 38.55 809.55
Assistant Executive Engineer Executive Engineer
PWD, Sub Division, Hukkeri PWD Division, Chikkodi
RATE ANALYSIS 2023-24 FOR ROAD WORK
Sl. No. Description of Items. Unit S.R.Rate Basic Rate Area wtg.0% Total Net Rate
Page No. It. No. Volume
1 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer a) In area of light jungle (PWD Road & Bridges Vol-III SR 2023-24 Pg.No.9 It.No.2.5(II)a) 100 m2 9 2.5(II)a III 393.00 19.65 412.65 1
2 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 (PWD Road & Bridges Vol-III SR 2023-24 Pg.No17 It.No.3.3) m2 17 3.5 III 6.00 0.30 6.30 1
3 Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. (PWD Road & Bridges Vol-III SR 2023-24 Pg.No17 It.No.3.7) m2 17 3.7 III 105.00 5.25 110.25
3 Construction of Embankment by excavating the available app roved Gravel/Murrum deposited at a place or borrow pits du ring or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, includin g cost of labour,rolling,water,all materials,usage& all other appur tenaces required to complete the work. (common SR Vol-I SR 2023-24 Pg.No6 It.No.1.8) m3 7 1.80 I 474.00 23.70 497.70 1
4 Construction of sub-grade and earthen shoulders with appro ved 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 (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 17 It.No.3.6) m3 17 3.60 III 493.00 24.65 517.65 1
5 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(B) For Grading -V Material (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 23 It.No.4.2 B (v)) m3 23 4.2 B (v) III 2359.00 117.95 2476.95 1
6 Providing, laying, spreading and compacting graded stone ag gregate to Wet Mix Macadam specification including premixi ng 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 roller to achieve the desired density. (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 26 It.No.4.17) m3 26 4.17 III 2559.00 127.95 2686.95 1
7 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 per m2 using mechanical means. (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 31 It.No.5.1 A) m2 31 5.1 A III 63.00 3.15 66.15 1
8 Tack coat on Granular surface treated with primer Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface..(Vol.-3, P.No.31, I.No. 5.4(ii)) m2 31 5.4 (ii) III 22.00 1.10 23.10 1 22
9 Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-40 @ 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 Clause 504 of MORTH V revision (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 33 It.No.5.9 (c)) m3 33 5.9 C III 10307.00 515.35 10822.35 1
10 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. (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 43 It.No.5.31) m3 43 5.31 III 13601.00 680.05 14281.05 1
11 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. MORTH Specification No. 803 (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 67 It.No.8.15) m2 67 8.15 III 530.00 26.50 556.50 1
13 Providing and laying heavy duty cobble stones 75mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per m2 over 50mm thick sand bed ( average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level, including cost of materials, labour and Usage charges of machinery complete as per specifications. (PWD SR 2021-22 Pg.No.64 It.No.9.32 Vol-II) m2 64 9.32 II 1145.00 57.25 1202.25
12 Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 65 It.No.8.7) m2 65 8.7 III 8995.00 449.75 9444.75 1
13 Retro-Reflectorised Traffic Signs : Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 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:67:2012. 90 cm equilateral triangle (PWD Road & Bridges Vol-III SR 2022-24 Pg.No 63 It.No.8.5 A (ii)) Each 63 8.5 A (ii) III 4671.00 233.55 4904.55 1
14 Retro-Reflectorised Traffic Signs : Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 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:67:2012. 60 cm equilateral triangle (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 63 It.No.8.5 A (iv) Each 63 8.5 A (iv) III 3562.00 178.10 3740.10 1
15 Retro-Reflectorised Traffic Signs : Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 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:67:2012. 90 cm high octagon (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 54 It.No.8.5 A (xv) Each 63 8.5 A (xv) III 6489.00 324.45 6813.45 1
16 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's 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 manufacturer's 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. (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 74 It.No.8.43) Nos 74 8.43 III 365.00 18.25 383.25 1
25 Manufacturing,Supply and installation of Retro- reflective Hazard Marker signbaords made out of cube corner micro prismatic grade sheeting confirming to Type XI standards of IRC672012 & ASTM D 4956-09 specification & fixed over 4 mm thick Aluminium Composite Panel sheet having minimum 0.30 mm thick aluminum skin on both sides & fixed over back support frame of 25x25x 3mm MS angle frame. Supported on round pipe post of 1.5 Meters height and gouted 60 em below ground level. The sign post should be painted with one coat of red oxide paint and two coats of synthetic enamel paint of black and firmly fixed to the ground by means of foundation with M 20 grade cement, concrete foundation size of 45 em x 45 em x 60 em including cost & conveyance of all materials, equipment, machinery & Labour with all leads and lifts, Loading charges necessary for satisfactory completion of the work as directed by engineer incharge.(PWP&IWTD BGM CIRCLE SR 2018-19 Pg.No.189 It.No.24.58) Sqm 189 24.58 4668.00 233.40 4901.40
26 KSRRB MS00-6. Painting two coats on New Concrete Surface : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete as per specifications. MORTH Specification No. 803.(PWP&IWTD BGM CIRCLE SR 2018-19 Pg.No.181 It.No.24.7) Sqm 181 24.7 82.00 4.10 86.10
28 KSRRB M2100-15.2. Providing and laying Plain /Reinforcement Cement Concrete M20 with OPC@ 320 kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplasticizer @31ts confirming to IS9103-1999 Reaffirmed-2008 in Open Foundation complete as per Drawing and Technical Specifications including cost of all materials, labour, HOM curing, form works, scaffolding and centering complete as per specifications.MORTH Specification No. 1500,1700 & 2100 (PWP&IWTD BGM CIRCLE SR 2018-19 Pg.No.222 It.No.27.27) Cum 222 27.27 4913.00 245.65 5158.65
29 KSRRB M2200-6. Providing TMT steel reinforcement for RCC work including straightening, cutting, bending, hooking, placing in position, lapping and/ or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HO< complete as per specifications.- TMT Bars Fe 500 (PWP&IWTD BGM CIRCLE SR 2018-19 Pg.No.229 It.No.28.8.2) Tonne 229 28.8.2 67543.00 3377.15 70920.15
30 Supply & Installation of Rigid Median Marker made of tough, high impact resistant, inJection-molded, thermoplastic body with an isosceles trapezoidal structure of length, width and height not less than 15cm, 10cm and 10cm respectively and thickness not less than 1.8mm, the body structure shall be rounded suitably. The plastic used for molding the Median Marker shall conform to ASTM D256. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The Median Marker shall have rectangular-shaped, fluorescent yellow color retro-reflective sheeting of size not less than 8.5cm*8.5cm and with fully reflective micro prismatic cube corners as its retro-reflective elements as per IRC 67 2012. The retro-reflective sheeting shall be a one or both sides of the Median Marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damage, etc. The Median Marker shall be fixed by a combination of epoxy adhesive and grouting. ( (PWP&IWTD BGM CIRCLE SR 2018-19 Pg.No.189 It.No.24.56 nos 189 24.56 445.00 22.25 467.25
31 polycarbonate molded body with circular shape, solar powered, LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens in passive mode. The marker shall support a load of20000 kg tested in accordance to IRC 37 and shall be resistantto dust and water ingress according to IP 65 (Ingress Protection 65 is a test which is conducted to check if solar road stud is protected from total dust Ingress and low pressure water jets from any direction) standards and should withstand temperatures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinking is 1 Hz. There should be current losses of less than 20 micro-amperes at 2.4 V in sleep-charging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be less than 10 mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 Kilograms. 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 manufacturer's recommendation and complete as directed by the engineer. nos 189 24.55 2961.00 148.05 3109.05
32 KSRRB M200-6.1 Cutting of trees girth from 900mm to 1800mm including cutting of trunks, branches and removal of stumps, roots stacking of serviceable materials with all lifts and up to a lead of 1DOOm and earth filling in the depressions I pit, complete as per specifications. MORTH Specification No. 201 (PWP&IWTD BGM CIRCLE SR 2018-19 Pg.No.138 It.No.18.8) Each 138 18.8 2360.00 118.00 2478.00
33 KSRRB 300-2.1 Earthwork excavation by mechanical means in all types soils involving an average horizontal throw upto 2 meters and an average lift upto 1.5 meters to 2 meters excavated surface levelled and sides neatly dressed, the disposed earth to be levelled neatly after breaking of clods complete as per specifications. (PWP&IWTD BGM CIRCLE SR 2018-19 Pg.No.143 It.No.19.2.1) Cum 143 19.2.1 30.00 1.50 31.50 14.5
34 KSRRB 500-2. Cleaning the existing black topped surface with brooms, soft brushes and finally dusting with old gunny bags and I or compressed air to receive bituminous treatment including cost of all materials, labour, HOM complete as per specifications. Clause 501 of MORTH V revision (PWP&IWTD BGM CIRCLE SR 2018-19 Pg.No.158 It.No.21.2) Sqm 158 21.2 5.00 0.25 5.25
35 KSRRB M500-17. Providing and laying dense graded bituminous macadam using crushed aggregates of specified grading, premixed with VG30 grade bituminous binder and, transporting the hot mix to work site, laying to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction in all respects complete as per specifications. Clause 505 of MORTH V revision - do - using 40/60 TPH capacity H.M.P. with Mechanical paver Gr-1 (80 mm to 100 mm) with 4 % VG-30 Bitumen (PWP&IWTD BGM CIRCLE SR 2018-19 Pg.No.160 It.No.21.17.5) Cum 160 21.17.5 6766.00 338.30 7104.30
36 KSRRB M500-19. Providing and laying bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site, laying w ith a paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction in all respects complete as per specifications. Clause 507 of MORTH V revision -do- using 40-60 TPH capacity H. M.P with mechanical paver grading I (50-65mm) with 5.2% VG-30 Bitumen (PWP&IWTD BGM CIRCLE SR 2018-19 Pg.No.162 It.No.21.22.5) Cum 162 21.22.5 8181.00 409.05 8590.05
37 KSRB 4-1.7 : Providing and laying in position plain cement concrete of Mix 1:3:6 with OPC @ 220kgs, with 20mm and down size graded granite metal coarse aggregates @0.69 cum and fine aggregtes @ 0.56cum, machine mixed, concrete laid in layers not exceeding 15 ems. thick, well compacted, in foundation, plinth and cills, including cost of all materials, labour, HOM curing complete as per specifications. Specification No. KBS 4.1, 4.2 (PWP&IWTD BGM CIRCLE SR 2018-19 Pg.No.13 It.No.4.7) Cum 13 4.7 5413.00 270.65 5683.65
38 Providing and fixing Pre cast solid concrete kerb stones made out of CC 1:2:4 and finished with CM 1:3 plastering and finishing cutting etc., complete. - do - of size 450 x 200 x 400 mm (PWP&IWTD BGM CIRCLE SR 2018-19 Pg.No.27 It.No.5.29.1) Sqm 27 5.29.1 453.00 22.65 475.65
39 KSRB 14.6: Providing and laying heavy duty cobble stones interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per sqm over 50mm thick sand bed (average thickness) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between JOints, final compaction of paver surface JOints into its final level, including cost of materials, labour and HOM complete as per specifications. Specification No. KBS heavy duty cobble stones 75mm thick (PWP&IWTD BGM CIRCLE SR 2018-19 Pg.No.103 It.No.14.7) Nos 103 14.7 1113.00 55.65 1168.65
40 Direction and Place Identification Signs with size morethan 0.9 sqm Size Board: Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm , 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 x 45 x 60 em, 60 em below ground level as per approved drawing. (PWP&IWTD BGM CIRCLE SR 2018-19 Pg.No.180 It.No.24.4) Sqm 180 24.4 7146.00 357.30 7503.30
Assistant Executive Engineer Executive Engineer
PWD, Sub Division, Hukkeri PWD Division, Chikkodi
Sl. No. Specification Unit Qty Rate Amount
1.14.1 In all kinds of soils Depth upto 3 m
Taking output = 240 m³
Mazdoor heavy (Mate) day 0.32 589 188.48
Mazdoor Light day 8 589 4712
Hydraulic Excavator 1.1 m³ bucket capacity. hr 6 1550 9300
Usage charges of tipper hr 4 1412 5648
Sub Total 19848.48
C Add Water charges, Shoring and shuttering & sundries 2% ( A+B) 396.97
D Over Head Charges 15 % ( A+B+C) 3036.8175
Contractor's Profit 10% ( A+B+C+D) 2328.23
Cost of 1 m³ . 107.00
Note: Cost of De-watering upto 5 % of (A+B) may be added , where required assessment for dewatering shall be made as per site condition
1.15.1 In ordinary/soft rock without blasting upto 1.5 m depth
Details of Cost for 10 m³ .
Average output of Hydraulic Excavator per hour is 30m³
Hydraulic Excavator 1.1 m³ bucket capacity. hr 0.30 1550 465
Usage charges of tipper hr 0.15 1412 211.8
Mazdoor heavy day 0.50 589 294.5
Mazdoor Light day 0.55 589 323.95
Rock Excavator day 0.71 620 440.2
Rock Breaker day 1.59 620 985.8
Rock Hole Driller day 0.36 620 223.2
Sub Total 2944.45
C Add Water charges, Shoring and shuttering & sundries 2% ( A+B) 58.89
D Over Head Charges 15 % ( A+B+C) 450.501
Contractor's Profit 10% ( A+B+C+D) 345.38
Cost for 10 m³ 3799.221
Cost of 1 m³ . 380.00
Note: 1. Cost of De-watering upto 5 % of (A+B) may be added , where required assessment for dewatering shall be made as per site condition. 1.15.2 Depth exceeding 1.5 m, but not exceeding 3 m
2.1.3 Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates
Details of Cost for 1 m³ .
Stone Aggregate (Single size) :40 mm nominal size m3 0.65 1190 773.5
Stone Aggregate (Single size) :20 mm nominal size m3 0.24 1333 319.92
Coarse sand m3 0.47 1476 693.72
Cement t 0.22 5600 1232
Mason class II day 0.50 601 300.5
Mazdoor Light day 2.00 589 1178
Concrete mixer ( cap 0.40/0.28 m³ ) hr 0.25 369 92.25
Vibrator(Needle type 40mm) hr 0.50 411 205.5
Sub Total - A 4795.39
Add 1 % Water charges on A 47.95
Sundries 1 % on A 47.95
Sub Total - B 4891.29
Over Head Charges 15 % on B 733.6935
Sub Total - C 5624.9835
Contractor's Profit 10% on C 562.5
Cost for 1 m³ 6187.48
Say Cost of 1 m³ . 6187.00
Material Requirement : Cement= 220 kgs ( 4.40 bags): Metal: 0.89 m3 : Sand= 0.47 m3
2.2.1 M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates crushed coarse aggregates
Details of Cost for 1 m³ .
Stone Aggregate (Single size) : 20 mm nominal size m3 0.57 1333 759.81
Stone Aggregate (Single size) : 10 mm nominal size m3 0.28 1362 381.36
Coarse sand m3 0.425 1476 627.3
Cement t 0.32 5600 1792
Mason class II day 0.25 601 150.25
Mazdoor Light day 0.90 589 530.1
Mazdoor Light (Helper) day 1.00 589 589
Concrete mixer ( cap 0.40/0.28 m³ ) hr 0.10 369 36.9
Vibrator(Needle type 40mm) hr 0.35 411 143.85
Sub Total - A 5010.57
Add 1 % Water charges on A 50.11
Sundries 1 % on A 50.11
Sub Total - B 5110.79
Over Head Charges 15 % on B 766.6185
Sub Total - C 5877.4085
Contractor's Profit 10% on C 587.74
Cost for 1 m³ 6465.15
Say Cost of 1 m³ . 6465.00
Material Requirement : Cement= 320 kgs ( 6.40 bags): Metal: 0.85 m3 : Sand= 0.425 m3
2.2.3 M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates
Details of Cost for 15 m³ .
Cement t 5.1 5600 28560
Coarse sand m3 6.75 1476 9963
Stone Aggregate (Single size) : 20 mm nominal size m3 8.1 1333 10797.3
Stone Aggregate (Single size) : 10 mm nominal size m3 5.4 1362 7354.8
Admixture @ 0.4% of cement kf 20.4 191 3896.4
Mate day 1.00 620 620
Mason day 3.00 601 1803
Mazdoor day 8.00 589 4712
Mobile concrete batching / Mixing plant hr 0.75 649 486.75
Generator 100 kVA hr 0.75 1218 913.5
water tanker 6kL hr 1.00 725 725
Tractor Trolley hr 1.00 659 659
Transit mixer (Mixer of 6m3 capapcity at 2.5 interval) hr 2.00 1882 3764
concrete pump hr 0.75 1073 804.75
Vibrator (Needle type 40mm ) hr 1.50 411 616.5
Sub Total - A 75676
Add 1 % Water charges on A 756.76
Sundries 1 % on A 756.76
Sub Total - B 77189.52
Over Head Charges 15 % on B 11578.428
Sub Total - C 88767.948
Contractor's Profit 10% on C 8876.79
Total Cost for 15 m³ 97644.74
Say Cost of 1 m³ . 6510.00
Material Requirement : Cement= 340 kgs ( 6.80 bags): Metal: 0.90 m3 : Sand= 0.45 m3
2.4.3 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
Details of cost for 15 m³ .
Cement t 5.1 5600 28560
Coarse sand m3 6.75 1476 9963
20 mm nominal size m3 8.1 1333 10797.3
10 mm nominal size m3 5.4 1362 7354.8
Admixture @ 0.4 per cent of cement kg 20.40 191 3896.4
Male day 1.00 620 620
Mason day 3.00 601 1803
Mazdoor day 8.00 589 4712
Mobile concrete batching / Mixing plant hr 0.75 649 486.75
Generator 100 VA hr 0.75 1218 913.5
Water tanker 6kL hr 1.00 725 725
Tractor trolley hr 1.00 659 659
transit mixer (Mixer of 6m3 capacity at 2.5 interval) hr 2.00 1882 3764
concrete pump hr 0.75 1073 804.75
Vibrator(Needle type 40mm) hr 1.50 411 616.5
Sub Total - A 75676
Add 1 % Water charges on A 756.76
Sundries 1 % on A 756.76
Sub Total - B 77189.52
Over Head Charges 15 % on B 11578.428
Sub Total - C 88767.948
Contractor's Profit 10% on C 8876.79
Cost for 15 m³ 97644.74
Say Cost of 1 m³ . 6510.00
Material Requirement : Cement= 340 kgs (6.80 bags): Metal: 0.90 m3 : Sand= 0.45m3
2.5.2 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
Details of cost for 15 m³ .
Cement t 5.1 5600 28560
Coarse sand m3 6.75 1476 9963
20 mm nominal size m3 8.1 1333 10797.3
10 mm nominal size m3 5.4 1362 7354.8
Admixture @ 0.4 per cent of cement kg 20.40 191 3896.4
Male day 1.00 620 620
Mason day 1.50 601 901.5
Mazdoor day 20.00 589 11780
Mobile concrete batching / Mixing plant hr 0.75 649 486.75
Generator 100 VA hr 0.75 1218 913.5
Water tanker 6kL hr 1.00 725 725
Tractor trolley hr 1.00 659 659
transit mixer (Mixer of 6m3 capacity at 2.5 interval) hr 2.00 1882 3764
Concrete pump hr 0.75 1073 804.75
Vibrator(Needle type 40mm) hr 1.50 411 616.5
Sub Total - A 81842.5
Add 1 % Water charges on A 818.43
Sundries 1 % on A 818.43
Sub Total - B 83479.36
Over Head Charges 15 % on B 12521.904
Sub Total - C 96001.264
Contractor's Profit 10% on C 9600.13
Cost for 15 m³ 105601.39
Say Cost of 1 m³ . 7040.00
Requirement : Cement= 340 kgs (6.80 bags): Metal: 0.90 m3 : Sand= 0.45m3
Construction of Bridge on Yamkanmaradi-Dadabanatti-Indiranagar up to Terni Maharastra Border MDR at km-4.65 (Near Indiranagar village), Hukkeri Taluka, Belagavi dist.
Bridge Cum Barrage
Towards Terni RW 3.50m RW 3.50m Towards Yamkanmardi
RW 3.50m RW 3.50m
Assistant Executive Engineer Executive Engineer
PWD, Sub Division, Hukkeri PWD, Division, Chikkodi
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Formet 3-4.xls
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Circular govt.pdf
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Tech Spec doc.zip
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Loc Formatt.pdf
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Road-Bridge Spec.zip
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37015 milestone.xlsx
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Tender Document • 3.08 MB
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road work specification.doc
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