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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹18.3 Cr
EMD Value
₹18.3 L
Closing Date
31 Oct 2026, 4:30 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Public Works Department
C S POLICE PATIL
Construction of Bridge across Doni river on Basavanbagewadi Masabinal - Donur - Neginal MDR at KM 9.50 in Basavanbagewadi Taluk of Vijayapur District under 5054-80-190-0-01-132
PWD/2026-27/BG/WORK_INDENT44108
PWD/2026-27/BG/WORK_INDENT44108
Open
Bridges
Two Tender Document System(Two Cover)
PWD Division Office Vijayapura
9 documents required · 9 mandatory
To qualify for the award of this contract each tenderer in his name should have in the last five years financial years. 2021-22 to 2025-26 (b) satisfactorily completed (at least 90% of the contract value), as prime contractor, at least one similar Nature of work such as Construction of Bridge of value not less than Rs. 914.61 Lakhs.
C)Executed in any one year the following minimum quantities of work (2021-22 to 2025-26) 1) ) Earthwork Excavation for deep foundation/in hard rock and Embankment -42337.44 Cum 2)Concrete (All type concrete Quantity)-3480.62 Cum 3) File Foundation- 424.04 Mtr 4)Steel -500.75 Tonne
Assessed Tender Capacity shall be more than the Tendered Amount
Tenderers who meet the above specified minimum qualifying criteria, will only be qualified, if their available tender capacity is more than the total tender value. The available tender capacity will be calculated as under: Assessed available tender capacity-(AXNX1.5-B) whereA -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-Number of years prescribed for completion of the works for which tenders are invited -1.5 Year(18 Month).B-Value, at 2026-27 price level, of existing commitments and on-going works to be completed during the next 1.5 year(18 month) form the probable date of Award of this contract.
1)Tipper Trucks-10Nos (5-Own & 5-Hire/lEASE) 2)Water Tanker-4 Nos (2-Own 2 Hire/lease) 3)Concrete batching and mixing plant minimum 30 cum/hour-1 Nos (1- Own) 4)Transit Mixer-4 Nos (2-Own 2 Hire/Lease) 5)needle Vibrator-10 Nos (5-Own 5-Hire/Lease) 6)Front End Loader-4 Nos (2- Own 2- Hire/Lease) 7)Concrete Pump -1 Nos (1 Own) 8)Excavator Like JCB / Hitachi etc- 2 Nos (1 Own 1- Hire/Lease) 9)Centering (Steel) 500 Sqm- 50 percent Own & 50 percent Hire/Lease 10)Pile driving equipment with necessary accessories 2No (2 -Own/Hire/Lease) 11) Crane (150 tonne capacity) -2 Nos (Own/Hire/Lease)
Report on the financial standing of the Tenderer, such as profit and loss statements and auditors report for the last five years
Latest income tax certificate
The tenderer shall furnish ,as part of his tender,EMD in the amount as shown in column 4 of the table of IFT for this particular work.The E.M.D. Rs. 18,29,300/- shall be paid in full through E-payment or in two parts part(1)Rs.1,00,000/- BY E-PAYMENT. Part (2) balance EMD of Rs. 17,29,300/- EMD in the form of Bank Guarantee issued by Nationalised or Scheduled Bank in favor of Executive Engineer,PWD Vijayapur Division, Vijayapur. And Contractor Should upload the scanned copy of Bank guarantee and the original BG Should be Handed over to the Executive Engineer.
Value at 2026-27 price level, of existing commitments and on-going works to be executed during the next 18 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), (Morthwise commitment shall be furnished).
Each Tenderer should further demonstrate (b) liquid assets /or availability of credit facilities of not less than Rs.304.87 Lakhs (Credit lines/ letter of credit/ certificates from banks for meeting the fund requirement etc.as per 1.10 Section 3 Qualification Information
To qualify for the award of this contract each tenderer in his name should have in the last five year financial years. 2021-22 to 2025-26 (a) achieved in atleast two financial years a minimum financial turnover (in all classes of civil engineering construction works only) of Rs. 2438.95 Lakhs.
Constitutional or Legal Status of the Tenderer
Information on works which are yet to be completed.
Information of the works for which Tender acceptance letters are received
Information of the works for which Tenderer has submitted Tender
Information on litigation in which the Tenderer is involved
Information on works are yet to be completed.re)
The proposed methodology and program of construction, backed with equipment planning and deployment, duly supported with broad calculations and quality control procedures proposed to be adopted, justifying their capability of execution and completion of the work as per technical specifications within the stipulated period of completion.
Name, Address, Telephone No, Fax No, E-mail ID of the tenderers bankers.
₹7,500
₹18.3 L
15 Oct 2026
15 Oct 2026
2 Nov 2026
22 Oct 2026
27 Oct 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
FORMAT OF BANKER'S CERTIFICATE/LINE OF CREDIT LETTER [TO BE ISSUED IN THE LETTER HEAD OF THE BANK BRANCH] Reference Number (SL. No) Place: Date: To: [Name & Address of the beneficiary] This is to certify that Mr./M/s………………………………………………………………………….. ……………………………………………………………………….[name of the customer] having his/ their registered/ administrative office at…………………………………………………………… ………………………………………………………………………. is a customer of our Bank and is/ are engaged in ……………………………………………………………… [nature of activity]. If the said customer is allotted / awarded with ……………………………………………[brief details of works], we may extend credit facilities uptoRs. …………………………………………..lakh, to meet his/ their working capital requirement towards the execution of the said work order as per the Loan Policy of the Bank. This certificate is valid upto three months from date of issue, that is Upto dd/mm/yyyy. Yours faithfully, BRANCH MANAGER. s
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 2021-22 Remarks (Indicate contract reference)
January February march April May June July August September October November December
Earthwork & Embankment in cum Physical
GSB 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
GSB 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
GSB 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
GSB 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
GSB 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
GSB 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 :
6 Progress * : 2021-22
January February March April May June July August September October November December
Earthwork & Embankment Physical in cum :
Financial in lac :
GSB 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 :
Concrete Physical in cum :
Financial in lac :
Steel Physical in MT :
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 :
GSB 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 :
Concrete Physical in cum :
Financial in lac :
Steel Physical in MT :
Financial in lac :
Others (Pl specify) Physical is cum/sqm :
Financial in lac :
Others (Pl specify) Physical :
Financial in lac :
Progress * : 2023-24
January February March April May June July August September October November December
Earthwork & Embankment Physical in cum :
Financial in lac :
GSB 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 :
Concrete Physical in cum :
Financial in lac :
Steel Physical in MT :
Financial in lac :
Others (Pl specify) Physical is cum/sqm :
Financial in lac :
Others (Pl specify) Physical :
Financial in lac :
Progress * : 2024-25
January February March April May June July August September October November December
Earthwork & Embankment Physical in cum :
Financial in lac :
GSB 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 :
Concrete Physical in cum :
Financial in lac :
Steel Physical in MT :
Financial in lac :
Others (Pl specify) Physical is cum/sqm :
Financial in lac :
Others (Pl specify) Physical :
Financial in lac :
Progress * : 2025-26
January February March April May June July August September October November December
Earthwork & Embankment Physical in cum :
Financial in lac :
GSB 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 :
Concrete Physical in cum :
Financial in lac :
Steel Physical in MT :
Financial in lac :
Others (Pl specify) Physical is cum/sqm :
Financial in lac :
Others (Pl specify) Physical :
Financial in lac :
Progress * : 2026-27
January February March April May June July August September October November December
Earthwork & Embankment Physical in cum :
Financial in lac :
GSB 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 :
Concrete Physical in cum :
Financial in lac :
Steel Physical in MT :
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 2026-27
Attach Chartered Accountant's Yearwise Statements.
Name of Work:-Construction of Bridge across Doni river on Basavanbagewadi Masabinal Donur Neginal MDR at KM 9.50 in Basvanbagewadi Taluk of Vijayapur District . (Indent no PWD/2026-27/BG/WORK_INDENT44108)
Sl No Description SR Item Unit Quantity Unit Rate as per DSR 2023-24 & Issue Rates Amount as per Sanctioned Esimate PL (Labour) Pc (Cement) Pb (Bitumin) Ps (Reinforcement Steel) Ps (Structural steel) Pp (Plant & Machiney spares) Pm (Other materials) Total
Cost as per DATA Rate % Amount Cost as per DATA Rate % Amount Cost as per DATA Rate % Amount Cost as per DATA Rate % Amount Cost as per DATA Rate % Amount Cost as per DATA Rate % Amount Cost as per DATA Rate % Amount % Amount 266861.86
For Approach Road
1 Cutting of Trees, excluding removal of stumps and roots of trees (i) Girth from 300 mm to 600 mm VOLUME - 3 Pg no 9, Item No.:2.1 a each 10.00 624.75 6247.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 624.75 100.00 6247.50 100.00 6247.50 0.00
5 Removal of stumps and roots including backfilling with suitable material to required compaction i) Girth from 300 mm to 600 mm VOLUME - 3 Pg no 9, Item No.:2.2 b each 10.00 373.80 3738.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 373.80 100.00 3738.00 100.00 3738.00 0.00 0.00 0.00 0.00 0.00
6 Removal of stumps and roots including backfilling with suitable material to required compaction(ii) Girth from 600 mm to 900 mm VOLUME - 3 Pg no 9, Item No.:2.2 b each 10.00 511.35 5113.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 511.35 100.00 5113.50 100.00 5113.50 0.00 0.00 0.00 0.00 0.00
7 Removal of stumps and roots including backfilling with suitable material to required compaction(iii) Girth from 900 mm to 1800 mm VOLUME - 3 Pg no 9, Item No.:2.2 b each 10.00 611.10 6111.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 611.10 100.00 6111.00 100.00 6111.00 0.00 0.00 0.00 0.00 0.00
8 Removal of stumps and roots including backfilling with suitable material to required compaction(iv)Girth above 1800 mm VOLUME - 3 Pg no 9, Item No.:2.2 b each 10.00 759.15 7591.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 759.15 100.00 7591.50 100.00 7591.50 0.00 0.00 0.00 0.00 0.00
9 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. iii. By Mechanical Means using Dozer :A. In area of light jungle VOLUME - 3 Pg no 9, Item No.:2.5 ii A 100sqm 101.68 412.65 41958.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 412.65 100.00 41958.25 100.00 41958.25 0.00 0.00 0.00 0.00 0.00
10 Dismantling of Flexible pavements and disposal of dismantled materials and stacking serviceable and unserviceable materials separately.By Mechanical Means A) Bituminous course VOLUME - 3 Pg no 9, Item No.:2.18 II Cum 22.40 338.10 7573.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 338.10 100.00 7573.44 100.00 7573.44 0.00 0.00 0.00 0.00 0.00
11 Dismantling of Flexible pavements and disposal of dismantled materials and stacking serviceable and unserviceable materials separately.By Mechanical Means B) Granular course VOLUME - 3 Pg no 9, Item No.:2.18 II Cum 126.00 55.65 7011.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 55.65 100.00 7011.90 100.00 7011.90 0.00 0.00 0.00 0.00 0.00
12 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth VOLUME - 1 Pg no 8, Item No.:1.12 Cum 18865.44 99.75 1881827.64 9.49 9.52 179149.99 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 67.36 67.53 1270798.21 22.91 22.95 431879.44 100.00 1881827.64 0.00 9.49 0.03 179149.96 -179149.96
13 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3) ( Vol-I - Page No - 7 - Item 1.7) Cum 23306.00 497.70 11599396.20 1.36 0.28 32478.31 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 33.43 6.72 779479.42 462.91 93.00 10787438.47 100.00 11599396.20 0.00 1.36 -1.08 32479.39 -32479.39
14 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 ( Vol-III - Page No - 17 - Item 3.6) Cum 6138.30 517.65 3177491.00 2.73 0.53 16840.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 112.50 21.74 690786.54 402.43 77.73 2469863.75 100.00 3177491.00 0.00 2.73 -2.20 16842.90 -16842.90
15 By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material VOLUME - 3 Pg no 17, Item No.:3.6 ( Vol-III - Page No - 17 - Item 3.6) Cum 1272.11 2476.95 3150952.86 9.82 0.40 12603.81 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 141.49 5.72 180234.50 2325.64 93.88 2958114.55 100.00 3150952.86 0.00 9.82 -9.42 12613.23 -12613.23
16 Wet Mix Macadam (Plant Mix Method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. ( Vol-III - Page No - 26- Item 4.17) Cum 937.13 2686.95 2518021.45 10.91 0.41 10323.89 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 205.10 7.64 192376.84 2470.94 91.95 2315320.73 100.00 2518021.45 0.00 10.91 -10.50 10334.39 -10334.39
17 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. Vol-III - Page No - 31- Item 5.1 A Sqm 4165.00 66.15 275514.75 0.18 0.27 743.89 0.00 0.00 0.00 56.31 85.13 234545.71 0.00 0.00 0.00 0.00 0.00 0.00 0.91 1.38 3802.10 8.75 13.22 36423.05 100.00 275514.75 0.00 0.18 0.09 743.80 -743.80
18 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-III - Page No - 31- Item 5.4 ii Sqm 4165.00 18.90 78718.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18.90 100.00 78718.50 100.00 78718.50 0.00 0.00 0.00 0.00 0.00
19 Bituminous Macadam Grading - II for traffic <20 MSA Providing and laying Bituminous Macadam with 100 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over apreviously prepared surface with mechanical paver finisher tothe required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction Vol-III - Page No - 33- Item 5.8 ii c Cum 208.25 11110.05 2313667.91 27.19 0.24 5552.80 0.00 0.00 0.00 5942.11 53.48 1237349.60 0.00 0.00 0.00 0.00 0.00 0.00 960.73 8.65 200132.27 4180.02 37.63 870633.24 100.00 2313667.91 0.00 27.19 -26.95 5579.75 -5579.75
20 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. Vol-III - Page No - 43- Item 5.31 Cum 104.13 15524.25 1616540.15 66.10 0.43 6951.12 0.00 0.00 0.00 9166.15 59.05 954566.96 0.00 0.00 0.00 0.00 0.00 0.00 979.07 6.31 102003.68 5312.93 34.21 553018.39 100.00 1616540.15 0.00 66.10 -65.67 7016.79 -7016.79
21 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m. Vol-I - Page No - 8 - Item 1.14.1 cum 182.00 107.10 19492.20 20.42 19.07 3717.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 62.28 58.16 11336.66 24.40 22.77 4438.37 100.00 19492.20 0.00 20.42 -1.35 3718.51 -3718.51
22 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregate. Vol-I - Page No - 15 - Item 2.1.3 cum 45.50 6454.35 293672.93 1478.50 22.91 67280.47 1232.00 19.09 56062.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 297.75 4.62 13567.69 3446.10 53.38 156762.61 100.00 293672.93 0.00 1478.50 -1455.59 68736.06 -67504.06
23 Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, 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 Vol-I - Page No - 16 - Item 2.3.2 cum 289.25 6689.55 1934952.34 592.67 8.86 171436.78 1904.00 28.47 550880.93 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 531.30 7.95 153828.71 3661.58 54.72 1058805.92 100.00 1934952.34 0.00 592.67 -583.81 172020.58 -170116.58
24 RIVER TRAINING AND PROTECTION WORKS 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. Vol-III - Page No - 117- Item 12.4 cum 1987.42 2007.60 3989944.39 767.25 38.22 1524956.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1240.35 61.78 2464987.65 100.00 3989944.39 0.00 767.25 -729.03 1525685.78 -1525685.78
25 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 Vol-III - Page No - 146- Item 16.16 B cum 993.71 2810.85 2793169.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2810.85 100.00 2793169.75 100.00 2793169.75 0.00 0.00 0.00 0.00 0.00
26 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m 2 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 Lane/ centre line/ edge line/ transverse marking and any other markings. Vol-III - Page No - 67- Item 8.15 Sqm 280.05 556.50 155847.83 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 556.50 100.00 155847.83 100.00 155847.83 0.00 0.00 0.00 0.00 0.00
27 Painting Lines, Dashes, Arrows etc on Roads in Two Coats on Old Work Painting lines, dashes, arrows etc on roads in two coats on old work with ready mixed road marking paint conforming to IS: 164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control Over 10 cm in width VOLUME - 3 Pg no 66, Item No.:.8.14 Sqm 37.00 150.15 5555.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 150.15 100.00 5555.55 100.00 5555.55 0.00 0.00 0.00 0.00 0.00
28 A Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. 90 cm equilateral triangle VOLUME - 3 Pg no 64, Item No.8.6 (ii) No’s 5.00 4971.75 24858.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4971.75 100.00 24858.75 100.00 24858.75 0.00 0.00 0.00 0.00 0.00
29 A Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. 80 cm x 60 cm rectangular VOLUME - 3 Pg no 64, Item No.8.6 (x) No’s 5.00 5766.60 28833.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5766.60 100.00 28833.00 100.00 28833.00 0.00 0.00 0.00 0.00 0.00
30 Direction and Place Identification Signs with size more than 0.9 m2 size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 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 exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm 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 VOLUME - 3 Pg no 65, Item No.8.8 Sqm 1.35 10168.20 13727.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10168.20 100.00 13727.07 100.00 13727.07 0.00 0.00 0.00 0.00 0.00
31 Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retroreflectorise sign as per IRC:67:2022 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 0.9m2 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 M2 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing VOLUME - 3 Pg no 65, Item No.8.7 Sqm 2.70 9444.75 25500.83 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9444.75 100.00 25500.83 100.00 25500.83 0.00 0.00 0.00 0.00 0.00
32 Chevron Boards Supply and installation of retro- reflective Chevron signboards of 600x450mm made out of cube corner micro prismatic grade sheeting confirming to Type XI standards of IRC:67:2022 & ASTM D 4956-09 specification & fixed over 3 mm thick Aluminium Composite Panel sheet having minimum 0.30 mm thick aluminum skin on both sides & fixed over back support frame of 25x25x3mm MS angle frame. Supported on 75 mm dia OR 75x75x6mm Mild steel with clear height of not less than 2.1 m from the ground level to the bottom of the Sign board & 60 cm 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 white colour with bands of 30 cm height, firmly fixed to the ground by means of foundation with M 20 grade cement, concrete foundation size of 45 cm x 45 cm x 60 cm including cost & conveyance of all materials, equipment,machinery & Labour with all leads and lifts for satisfactory completion of the work as directed by Engineer incharge. VOLUME - 3 Pg no 76, Item No.8.48 No’s 13.00 3751.65 48771.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3751.65 100.00 48771.45 100.00 48771.45 0.00 0.00 0.00 0.00 0.00
33 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 Vol-III - Page No - 74- Item 8.43 Each 400.00 383.25 153300.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 383.25 100.00 153300.00 100.00 153300.00 0.00 0.00 0.00 0.00 0.00
34 Metal Beam Crash Barrier B Type - B, "THRIE" : Metal Beam Crash Barrier Providing and erecting a "Thrie" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a space of channel section 150 x 75 x 5mm, 546 mm long complete as per clause 810 VOLUME - 3 Pg no 69, Item No.8.25 (ii) M 700.00 4642.05 3249435.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4642.05 100.00 3249435.00 100.00 3249435.00 0.00 0.00 0.00 0.00 0.00
For Major Bridge Across Nala 0.00 100.00 0.00 0.00 0.00 0.00 0.00
1 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 (ii) By Mechanical means (b) Prestressed / RCC grade M-20 & above VOL.3 Page No 10 Item No 2.8 (ii)(b) Cum 2343.380 1163.40 2726288.29 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1163.40 100.00 2726288.29 100.00 2726288.29 0.00 0.00 0.00 0.00 0.00
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 appurtenances required to complete the work. In all kinds of soils Depth upto 3 m ( Vol-I - Page No - 8 - Item 1.14.1) Cum 1681.890 122.19 205510.14 20.42 16.72 34361.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 62.28 50.98 104769.07 39.49 32.30 66379.77 100.00 205510.14 0.00 20.42 -3.70 34364.99 -34364.99
3 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to reduired slope and compacting to meet the re9uirement complete as per specifications, including cost of labour,roIIing,water,all materials, usage & all other appurtenances re9uiredto complete the work. (If the height of embankment construction is more than 1.50 m add 5% per m’ for every 1.50 m height or part there off per m’ for every 1.50 m height or part there off) (Deduct 5% per m³ if rollers are not used and tamping is done manually) (Add 8% per m³ for works under foul & sullage situation) Vol-I - Page No - 7 - Item 1.8 Cum 1176.4000 497.70 585494.28 2.72 0.55 3220.22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 54.32 10.92 63935.98 440.66 88.53 518338.09 100.00 585494.28 0.00 2.72 -2.17 3222.39 -3222.39
4 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. Vol-III - Page No - 146- Item 16.16 B cum 248.6600 2810.85 698945.96 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2810.85 100.00 698945.96 100.00 698945.96 0.00 0.00 0.00 0.00 0.00
5 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates VoLl-PageNo-15- Item 2.1.3 Cum 105.0800 6778.74 712310.00 1478.50 21.82 155426.04 1232.00 18.18 129497.96 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 297.75 4.40 31341.64 3770.49 55.60 396044.36 100.00 712310.00 0.00 1478.50 -1456.68 156882.72 -155650.72
6 Providing and laying in position Cement Concrete for all Foundation works.(pile Cap) The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.M35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Vol-1 PageNo- 15- Item 2.2.6 Cum 517.1000 7581.70 3920497.07 475.67 6.28 246207.22 2184.00 28.81 1129495.21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 531.30 7.01 274826.84 4390.73 57.90 2269967.80 100.00 3920497.07 0.00 475.67 -469.39 246676.60 -244492.60
8 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(up to 5m Height) PWD Schedule of Rates 2023-2024, VOL.1, Page No:16, Item No:2.4.5 Cum 166.8300 7971.15 1329826.95 750.53 9.42 125269.70 2184.00 27.40 364372.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 531.30 6.67 88699.46 4505.32 56.51 751485.21 100.00 1329826.95 0.00 750.53 -741.11 126010.81 -123826.81
10 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates-V -Beyond 5 m upto 10 m add 12% extra on formwork for staging & base preparation(5 to 10m height) PWD Schedule of Rates 2023-2024, VOL.1, Page No:17, Item No:2.4.5 Cum 324.83 7971.15 2589268.65 750.53 9.42 243909.11 2184.00 27.40 709459.61 0.00 0.00 0.00 0.00 0.00 0.00 531.30 6.67 172704.22 4505.32 56.51 1463195.72 100.00 2589268.65 0.00 750.53 -741.11 244650.22 -242466.22
12 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 b) Foundation of Bridges PWD Schedule of Rates 2023-2024, VOL.1, Page No:18, Item No:2.11 b Tonne 125.21 91670.25 11478032.00 308.40 0.34 39025.31 0.00 0.00 0.00 0.00 0.00 0.00 64011.15 69.83 8015109.75 0.00 0.00 0.00 1490.30 1.63 187091.92 25860.40 28.20 3236805.02 100.00 11478032.00 0.00 308.40 -308.06 39333.37 -39333.37
13 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 C) Sub Structure of Bridges PWD Schedule of Rates 2023-2024, VOL.1, Page No:18, Item No:2.11 c Tonne 93.42 91908.60 8586101.41 308.40 0.34 29192.74 0.00 0.00 0.00 0.00 0.00 0.00 64011.15 69.65 5980219.63 0.00 0.00 0.00 1662.44 1.81 155408.44 25926.61 28.20 2421280.60 100.00 8586101.41 0.00 308.40 -308.06 29500.80 -29500.80
14 Providing and laying in position 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.(M45 Design Mix Using 20 mm nominal size graded crushed coarse aggregates) NH-SOR 2022-23- Item No-14.01F (iI) (q) Page No-210 Cum 1355.56 9270.00 12566041.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9270.00 100.00 12566041.20 100.00 12566041.20 0.00 0.00 0.00 0.00 0.00
15 Providing and laying in position 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.(M 35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates) PWD Schedule of Rates 2023-2024, VOL.1, Page No:16, Item No:2.5.4 Cum 581.24 8163.59 4745005.05 885.57 10.85 514833.05 2184.00 26.76 1269763.35 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 531.30 6.51 308899.83 4562.72 55.88 2651508.82 100.00 4745005.05 0.00 885.57 -874.72 515707.76 -513523.76
16 Formwork, Centering & Scaffloading 20% for Super structure and Beyond 5 m upto 10 m add 12% extra on formwork for staging & base preparation - Cum 581.24 2394.67 1391877.99 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2394.67 100.00 1391877.99 100.00 1391877.99 0.00 0.00 0.00 0.00 0.00
17 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 D) Super Structure of Bridges PWD Schedule of Rates 2023-2024, VOL.1, Page No:18, Item No:2.11 d Tonne 333.21 92145.90 30703935.34 310.77 0.34 104393.38 0.00 0.00 0.00 0.00 0.00 0.00 64011.15 69.47 21330023.88 0.00 0.00 0.00 1831.05 1.99 611008.31 25992.93 28.20 8658509.77 100.00 30703935.34 0.00 310.77 -310.44 104703.82 -104703.82
18 High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications PWD Schedule of Rates 2023-2024, VOL.3, Page No:121, Item No:13.1 Tonne 70.75 245793.45 17389886.59 10706.10 4.36 758199.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8984.08 3.66 636469.85 226103.26 91.98 15995217.68 100.00 17389886.59 0.00 10706.10 -10701.74 768900.80 -768900.80
19 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 h) All other type of Structures PWD Schedule of Rates 2023-2024, VOL.1, Page No:18, Item No:2.11 h Tonne 31.17 84019.95 2618901.84 308.40 0.37 9689.94 0.00 0.00 0.00 0.00 0.00 0.00 34139.28 40.64 1064321.71 0.00 0.00 0.00 1481.62 1.77 46354.56 48090.65 57.22 1498535.63 100.00 2618901.84 0.00 308.40 -308.03 9997.97 -9997.97
20 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification PWD Schedule of Rates 2023-2024, VOL.3, Page No:121, Item No:13.7 No’s 98.0000 3434.55 336585.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3434.55 100.00 336585.90 100.00 336585.90 0.00 0.00 0.00 0.00 0.00
21 Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved Technical Specifications PWD Schedule of Rates 2023-2024, VOL.3, Page No:118, Item No:12.1 Tonne 15680.0000 345.45 5416656.00 4.91 1.42 76916.52 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 340.54 98.58 5339739.48 100.00 5416656.00 0.00 4.91 -3.49 76920.01 -76920.01
22 Asphaltic Plug Joint-Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of weldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/backer rod, all as per approved drawings and specifications. PWD Schedule of Rates 2023-2024, VOL.3, Page No:124, Item No:13.16 M 21.0000 1884.75 39579.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1884.75 100.00 39579.75 100.00 39579.75 0.00 0.00 0.00 0.00 0.00
23 Strip Seal Expansion Joint-Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. PWD Schedule of Rates 2023-2024, VOL.3, Page No:124, Item No:13.19 M 84.0000 15005.55 1260466.20 63.94 0.43 5420.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 14941.61 99.57 1255046.20 100.00 1260466.20 0.00 63.94 -63.51 5483.51 -5483.51
24 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification PWD Schedule of Rates 2023-2024, VOL.3, Page No:121, Item No:13.8 cum 11.0200 7063.35 77838.12 1478.50 20.94 16299.30 1344.00 19.03 14812.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 316.20 4.48 3487.15 3924.65 55.55 43239.07 100.00 77838.12 0.00 1478.50 -1457.56 17756.86 -16412.86
25 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) PWD Schedule of Rates 2023-2024, VOL.3, Page No:122, Item No:13.9 cum 22.0500 11761.05 259331.15 7135.00 60.67 157336.21 30240.00 257.12 666792.26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7969.50 67.77 175748.72 -33583.45 -285.56 -740546.04 100.00 259331.15 0.00 7135.00 -7074.33 164410.54 -134170.54
26 Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces PWD Schedule of Rates 2023-2024, VOL.3, Page No:66, Item No:8.1 Sqm 1234.8000 114.45 141322.86 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 114.45 100.00 141322.86 100.00 141322.86 0.00 0.00 0.00 0.00 0.00
27 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD Schedule of Rates 2023-2024, VOL.1, Page No:15, Item No:2.2.1 cum 20.1600 7083.43 142801.95 1269.35 17.92 25590.11 1792.00 25.30 36128.89 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 180.75 2.56 3655.73 3841.33 54.22 77427.22 100.00 142801.95 0.00 1269.35 -1251.43 26841.54 -25049.54
29 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD Schedule of Rates 2023-2024, VOL.1, Page No:15, Item No:2.2.3 cum 144.9400 7132.69 1033812.09 475.67 6.67 68955.27 1904.00 26.70 276027.83 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 531.30 7.45 77019.00 4221.72 59.18 611809.99 100.00 1033812.09 0.00 475.67 -469.00 69424.26 -67520.26
31 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD Schedule of Rates 2023-2024, VOL.1, Page No:16, Item No:2.4.3 cum 139.4900 7786.52 1086141.67 475.67 6.11 66363.26 1904.00 24.46 265670.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 531.30 6.83 74183.48 4875.55 62.60 679924.69 100.00 1086141.67 0.00 475.67 -469.56 66832.81 -64928.81
33 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 110mm dia., 6 kg/sqcm & class 3 Vol-5 BWSSB 2023-24-Item no-10.1.7 page No-112 M 2520.0000 431.55 1087506.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 431.55 100.00 1087506.00 100.00 1087506.00 0.00 0.00 0.00 0.00 0.00
34 Tar paper-Supplying, and fixing in postion Tarpaper for laying over abutment as Bearing conforming to MoSRT &H Specifications as 1per drawing and Technical Specifications, including cost of all materials, labour, lead, lift,loading, unloading, transportation etc., . complete. PWD NH- 2022-23 Item no 1 Page no 255 Sqm 6.3000 133.00 837.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 133.00 100.00 837.90 100.00 837.90 0.00 0.00 0.00 0.00 0.00
35 Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects PWD Schedule of Rates 2023-2024, VOL.3, Page No:36, Item No:5.16 ( C) cum 132.3000 16875.60 2232641.88 27.19 0.16 3572.23 0.00 0.00 0.00 5942.11 35.21 786113.21 0.00 0.00 0.00 0.00 0.00 0.00 960.73 5.69 127037.32 9945.57 58.94 1315919.12 100.00 2232641.88 0.00 27.19 -27.03 3599.26 -3599.26
36 Painting on concrete surface: 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. PWD Schedule of Rates 2023-2024, VOL.3, Page No:123, Item No:13.14 Sqm 9838.8800 88.20 867789.22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 88.20 100.00 867789.22 100.00 867789.22 0.00 0.00 0.00 0.00 0.00
37 Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m.Pile diameter-1200 mm PWD Schedule of Rates 2023-2024, VOL.3, Page No:113, Item No:11.4 M 530.0500 16552.20 8773493.61 138.10 0.84 73697.35 6300.90 38.07 3340069.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5040.00 30.45 2671528.80 5073.20 30.64 2688198.44 100.00 8773493.61 0.00 138.10 -137.26 73834.61 -67533.71
38 Supplying, fitting and placing Mild Steel Reinforcement complete as per drawing and technical specification. PWD Schedule of Rates 2023-2024, VOL.1, Page No:18, Item No:2.12 Tonne 38.7000 77398.65 2995327.76 308.40 0.40 11981.31 0.00 0.00 0.00 0.00 0.00 0.00 64011.15 82.71 2477435.59 0.00 0.00 0.00 1481.62 1.92 57510.29 11597.48 14.97 448400.56 100.00 2995327.76 0.00 308.40 -308.00 12289.31 -12289.31
39 Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV) Initial and routine load test VOL-1 Schedule of rates for roads and bridges Sl.no.31,32,34 & 35 Page no 126 & 127 0.00 100.00 0.00 0.00 0.00 0.00 0.00
40 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/Boulder PWD Schedule of Rates 2023-2024, VOL.3, Page No:129, Item No:14.4 cum 34.23 2007.60 68720.15 767.25 38.22 26264.84 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1240.35 61.78 42455.31 100.00 68720.15 0.00 767.25 -729.03 26993.87 -26993.87
41 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification PWD Schedule of Rates 2023-2024, VOL.3, Page No:130, Item No:14.5 cum 17.12 3187.80 54575.14 767.25 24.07 13136.24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2420.55 75.93 41438.90 100.00 54575.14 0.00 767.25 -743.18 13879.42 -13879.42
42 Painting with synthetic enamel paint bridge No. and span arragements. Painting two coats after fillng the surface with synthetic enamel pant bridge No and span arrangements as per as directed by Engineer. PWD Schedule of Rates 2023-2024, VOL.3, Page No:125, Item No:13.22 No’s 2.00 248.85 497.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 248.85 100.00 497.70 100.00 497.70 0.00 0.00 0.00 0.00 0.00
43 Providing and laying in position 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) PWD Schedule of Rates 2023-2024, VOL.1, Page No:16, Item No:2.5.2 cum 400.13 7713.43 3086374.75 886.77 11.50 354933.10 1904.00 24.69 762025.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 531.30 6.89 212651.22 4391.36 56.92 1756764.51 100.00 3086374.75 0.00 886.77 -875.27 355808.36 -353904.36
45 Providing Fusion Bonded Epoxy Coating (FBEC) to TMT Bars as per IS:13620-1993 specifications for a thickness of 175micron & permissible variation of 50micron including testing of coating. FREQUENCY OF TEST OF FUSION BONDED EPOXY COAT a)Coating thickness shall be tested at a frequency of not less than one full length bar every twenty bars for each size b) Continuity of coating shall be determined by testing one full length bar in every twenty bars for each size c) Coating thickness over the whole of the coated bar section shall be determined by sectioning and examining one bar in every 20t for each size. d) For testing adhesion of coating, samples shall be selected from a ch size according to the frequency given as: For all types of bar : Minimum 1 for every diameter or as directed by engineer in charge. Sl. No., VOL.3, Page No:122, Item No:13.1 0.00 100.00 0.00 0.00 0.00 0.00 0.00
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. iii. By Mechanical Means using Dozer :A. In area of thorny light jungle VOLUME - 3 Pg no 9, Item No.:2.5 ii A 100sqm 17.04 412.65 7031.56 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 412.65 100.00 7031.56 100.00 7031.56 0.00 0.00 0.00 0.00 0.00
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 work.In all kinds of soils Depth upto 3 m VOLUME - 1 Pg no 08, Item No.:1.14.1 Cum 269.69 107.10 28883.80 20.42 19.07 5508.14 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 62.28 58.16 16798.82 24.40 22.77 6576.84 100.00 28883.80 0.00 20.42 -1.35 5509.49 -5509.49
3 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3) VOLUME - 1 Pg no 7, Item No.:1.7 Cum 1687.50 124.95 210853.13 1.36 1.09 2298.30 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 33.43 26.76 56424.30 90.16 72.15 152130.53 100.00 210853.13 0.00 1.36 -0.27 2298.57 -2298.57
4 Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 ( Vol-III - Page No - 17 - Item 3.6) Cum 45.00 517.65 23294.25 2.73 0.53 123.46 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 112.49 21.74 5064.17 402.43 77.73 18106.62 100.00 23294.25 0.00 2.73 -2.20 125.66 -125.66
5 By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 VOL-III, Page No-23, Item code-4.2 B.V Cum 149.62 2476.95 370601.26 9.82 0.40 1482.41 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 141.49 5.72 21198.39 2325.64 93.88 347920.46 100.00 370601.26 0.00 9.82 -9.42 1491.83 -1491.83
6 Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density ( Vol-III - Page No - 26- Item 4.17) Cum 108.75 2686.95 292205.81 10.91 0.41 1198.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 205.10 7.64 22324.52 2470.94 91.95 268683.24 100.00 292205.81 0.00 10.91 -10.50 1208.55 -1208.55 #DIV/0! #DIV/0! 205.10 #DIV/0! #DIV/0! -1783.50 #DIV/0! #DIV/0! #DIV/0! #DIV/0!
7 A Prime Coat over WMM/WBM (i) Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. Vol-III - Page No - 31- Item 5.1 A Sqm 687.50 66.15 45478.13 0.18 0.27 122.79 0.00 0.00 0.00 56.31 85.12 38710.98 0.00 0.00 0.00 0.00 0.00 0.00 0.91 1.38 627.60 8.75 13.23 6016.76 100.00 45478.13 0.00 0.18 0.09 122.70 -122.70 #DIV/0! #DIV/0! 0.91 #DIV/0! #DIV/0! 11.94 #DIV/0! #DIV/0! #DIV/0! #DIV/0!
8 (i) Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom VOLUME - 3 Pg no 31, Item No.:5.3 Sqm 687.50 18.90 12993.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18.90 100.00 12993.75 100.00 12993.75 0.00 0.00 0.00 0.00 0.00 #DIV/0! #DIV/0! 0.00 #DIV/0! #DIV/0! -118.90 #DIV/0! #DIV/0! #DIV/0! #DIV/0!
9 Semi Dense Bituminous Concrete – Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant (batch type) using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment, and rolled as per MoRTH V Revision. Vol-III - Page No - 43- Item 5.31 Cum 17.19 15524.25 266861.86 66.10 0.43 1147.51 0.00 0.00 0.00 9166.15 59.05 157581.93 0.00 0.00 0.00 0.00 0.00 0.00 979.07 6.31 16838.98 5312.93 34.21 91293.44 100.00 266861.86 0.00 66.10 -65.67 1213.18 -1213.18
10 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work.In all kinds of soils Depth upto 3 m VOLUME - 1 Pg no 08, Item No.:1.14.1 Cum 235.70 107.10 25243.47 20.42 19.07 4813.93 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 62.28 58.16 14681.60 24.40 22.77 5747.94 100.00 25243.47 0.00 20.42 -1.35 4815.28 -4815.28
11 Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row .Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets.1500 mm Dia VOLUME - 3 Pg no 87 , Item No.9.1(iii) M 97.50 11652.90 1136157.75 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 11652.90 100.00 1136157.75 100.00 1136157.75 0.00 0.00 0.00 0.00 0.00
12 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates VOLUME - 1 Pg no 15, Item No.:2.1.4 Cum 18.60 6454.35 120050.91 1478.50 22.91 27503.66 1232 19.09 22917.72 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 316.20 4.90 5882.49 3427.65 53.10 63747.03 100.00 120050.91 0.00 1478.50 -1455.59 28959.25 -27727.25
13 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates VOLUME - 1 Pg no 15, Item No.:2.2.5 Cum 190.43 6703.20 1276490.38 475.67 7.10 90630.82 2016 30.08 383968.31 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 531.30 7.93 101225.69 3680.23 54.89 700665.57 100.00 1276490.38 0.00 475.67 -468.57 91099.38 -89083.38
14 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.All other type of structures VOLUME - 1 Pg no 18, Item No.:2.11h Tonne 3.41 84019.95 286508.03 308.40 0.37 1060.08 0.00 0.00 0.00 0.00 0.00 0.00 34139.28 40.64 116436.86 0.00 0.00 0.00 1481.62 1.77 5071.19 48090.65 57.22 163939.89 100.00 286508.03 0.00 308.40 -308.03 1368.11 -1368.11
15 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. VOLUME - 3 Pg no 129 , Item No.14.1 A Cum 161.88 2007.60 324990.29 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 2007.60 100.00 324990.29 100.00 324990.29 0.00 0.00 0.00 0.00 0.00
1 Fabricating supplying and mounting MS box made out ....SWG suitable for floor /wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete. - 14SWG KPWD SR20 OF 47 CM2 25000.00 0.53 13250.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0.53 100.00 13250.00 100.00 13250.00 0.00 0.00 0.00 0.00 0.00
2 Supplying and fixing angle iron frame work fabricated out of M.S. angle iron.. and M.S. Flat......with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. - 50x50x6mm KPWD SR 20 OF 58 m 10.00 414.75 4147.50 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 414.75 100.00 4147.50 100.00 4147.50 0.00 0.00 0.00 0.00 0.00
3 Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440VAC. 50 Hz 12/24V D.C. KPWD SR19 OF 58 Each 3.00 540.75 1622.25 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 540.75 100.00 1622.25 100.00 1622.25 0.00 0.00 0.00 0.00 0.00
4 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898 - 6-32 A DP KPWD SR15 OF 58 Each 1.00 775.95 775.95 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 775.95 100.00 775.95 100.00 775.95 0.00 0.00 0.00 0.00 0.00
5 Supplying ......... amps rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete. - 100Amps 4x30x6mm Aluminium Strips KPWD SR 20 OF 58 m 0.10 2588.25 258.83 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 2588.25 100.00 258.83 100.00 258.83 0.00 0.00 0.00 0.00 0.00
6 Supply and fixing of 4pole power contactor with NO/NC contacts on existing wood/panel board using necessary bolts, nuts, washers and wiring etc., complete with AC-3 Rating and as per IS-13947 - 25 Amps KPWD SR15 OF 58 Each 1.00 1354.50 1354.50 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 1354.50 100.00 1354.50 100.00 1354.50 0.00 0.00 0.00 0.00 0.00
7 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments.The following additional tests are compulsory either to be conducted at works or independent lab with witness by inspecting authority.Additional Tests for FRLS-Applicable Standard Oxygen Index -IS 694-1990, Clause 16.8 Temperature Index -IS 694-1990, Clause 16.13 Smoke Density -IS 694-1990, Clause 16.14 Test for Halogen Acid Gas evaluation -IS 694-1990, Clause 16.12 -4 sqmm KPWD SR 5 OF 58 Mtr. 5.00 66.15 330.75 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 66.15 100.00 330.75 100.00 330.75 0.00 0.00 0.00 0.00 0.00
8 Fabricating, Supplying, Erection, Testing and Commissioning of ...Mtrs long hot dip Galvanized Octagonal pole with BSEN 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangements, including suitable boards, Bakelite sheet and MCBs as per IS specifications suitable to withstand the wind speed of 47 m/sec for .......Mtrs pole in single section and single joint welded as per IS 9595/IS10178AWS having dimensions bottom .....mm, top....mm with 3mm thick, suitable base plate and 4Nos of ..... long J bolts along with template and the pole shall be hot dip galvanized in single dipping with not less than 65micron as per ASTM-A123 and 153 etc., (excluding foundation) as per drawing appended- 9meters -Top 70mm and bottom 155mm dia KPWD SR 11 OF 58 Each 38.00 20475.00 778050.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 20475.00 100.00 778050.00 100.00 778050.00 0.00 0.00 0.00 0.00 0.00
9 Supplying, and fixing of Hot dip Galvanized M.S.Bracket suitable for out door luminaries and mounted on Octagonal pole using necessary bolts, nuts etc., complete - Single Arm Bracket with 1000mm Standard 40/50MM dia. KPWD SR 13 OF 58 Each 38.00 1785.00 67830.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 1785.00 100.00 67830.00 100.00 67830.00 0.00 0.00 0.00 0.00 0.00
10 Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output. Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, maximum light intensity should be between 60 degrees to 70 degrees. CCT > 5500K, IP-66 optical and electrical compartment & impact resistance of complete luminaire > IK08. Power Factor >0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mouting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC-60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with ........W System Power consumption. LED Efficiency>130lm/w, nominal CRI >75. Luminaire manufacturer should have in-house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008 . Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/Lumileds/Osram make LED Source - LED Streetlight 120 W KPWD SR 46 OF 58 each 38.00 10563.00 401394.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 10563.00 100.00 401394.00 100.00 401394.00 0.00 0.00 0.00 0.00 0.00
11 1.1 KV , XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured LTUG cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness resistivity as per IS-3975 - 16 Sqmm, 4 Core, (11 GI Strips - 4 x 0.8 mm) HESCOM SR 13 of 81 KM 1.20 148934.10 178720.92 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 148934.10 100.00 178720.92 100.00 178720.92 0.00 0.00 0.00 0.00 0.00
12 Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100 Volts as per IS-694:2010 - 3C x 1.5 mm2 KPWD SR 6 OF 58 m 320.00 75.60 24192.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 75.60 100.00 24192.00 100.00 24192.00 0.00 0.00 0.00 0.00 0.00
13 Laying of Cable in Existing Trench/GI Pipe/Stone Ware/RCC Hume pipe Using Wooden/Aluminium Rollers as Directed by the Department Staff - LT Cable - 2.5 to 25 Sqmm HESCOM SR 51 of 81 KM 1.20 21930.30 26316.36 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 21930.30 100.00 26316.36 100.00 26316.36 0.00 0.00 0.00 0.00 0.00
14 Supplying,fixing,wiring,earth electrode for grounding conduits,I.C.cutouts and other equipment's on the meter board using 40mm dia 2.90mm thick GI pipe 2.5m long buried in a pit.The pit should be filled with equal proportion of salt and charcoal 150mm all-round the pipe to complete depth.The connection from the pipe to the condui tetc.,is to be established through GI wire of size as per lSI specification 7.3.3.of IS 732 using 12mm dia bolts,nuts,washers and checknuts etc., the pipe shall have 16 through holes of 12 mm dia KPWD SR 54 OF 58 No 2.00 3685.50 7371.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 3685.50 100.00 7371.00 100.00 7371.00 0.00 0.00 0.00 0.00 0.00
15 Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work.In all kinds of soils. Depth upto 1.50m Vol 1, Pg.no. 6 CUM 1000.00 508.20 508200.00 200.26 39.41 200281.62 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 307.94 60.59 307918.38 100.00 508200.00 0.00 200.26 -160.85 200442.47 -200442.47
16 Supplying and fixing Microprocessor Based Astronomical timer Switch with using necessary bolts, nuts and washers. KPWD SR 21 OF 105 Each 1.00 5085.15 5085.15 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 5085.15 100.00 5085.15 100.00 5085.15 0.00 0.00 0.00 0.00 0.00
17 Fixing of LED street light/ flood light fitting over the existing Pole/ High mast poles/ wall ceiling including clamps, bolts, nuts and wiring using suitable capacity wires. KPWD SR 56 OF 105 Each 38.00 170.10 6463.80 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 170.10 100.00 6463.80 100.00 6463.80 0.00 0.00 0.00 0.00 0.00
18 Earth work for Foundation by mechanical means for all works & depth uo to 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or leveling the excavated earth 0r sortung & stacking the selected earth for reuse in a radius of 50 m and lift up to 1.5 m including cost of labour, tools, usage of machinery & other appurtenace required to complete the work. In all kinds of soils Depth up to 3m Vol 1, Pg.no. 8 m3 21.38 107.10 2289.80 20.41866667 19.07 436.66 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 62.28333333 58.16 1331.75 24.40 22.77 521.39 100.00 2289.80 0.00 20.42 -1.35 438.01 -438.01
19 Providing and laying in position plain cement concrete for levelling course fo all works in foundation. The granite/trap/basalt crushed graded course 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 and lifts, cost of all materials of quality, labour, usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregates. ( The cost of steel reinforcement & formwork shall be paid separately Vol 1, Pg.no.15 m3 2.14 6288.45 13457.28 1478.5 23.52 3165.15 1232 19.60 2637.63 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 297.75 4.74 637.88 3280.20 52.14 7016.63 100.00 13457.28 0.00 1478.50 -1454.98 4620.13 -3388.13
20 Providing and laying in Reinforced cement conrete fo all basement and surface level works, return walls, retaining walls, sunken floors etc., The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS codes machine mixedwith super plasticisers, laid in layers not exceeding 150 mm thickness, well compacted using needle vibrators, providing weep ho;es wherever necessary, including all lead and lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. ( The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates. Vol 1, Pg.no.16 m3 16.42 6639.15 109014.84 1478.5 22.27 24277.61 1792 27.00 29434.01 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 249.85 3.77 4109.86 3118.80 46.96 51193.37 100.00 109014.84 0.00 1478.50 -1456.23 25733.84 -23941.84
21 Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation/Substructure/Superstructure complete as per Drawing and Technical Specifications. Vol 1, Pg.no.18 t 0.82 82961.55 68028.47 308.4 0.38 258.51 0 0.00 0.00 0 0.00 0.00 64011.15 77.16 52490.77 0 0.00 0.00 1283.387325 1.55 1054.44 17358.61 20.91 14224.75 100.00 68028.47 0.00 308.40 -308.02 566.53 -566.53
22 Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 6.0 HDPE Grade PE80-PN6.0, 63mm dia vol-5 Pg.no.95 m 1000.00 198.45 198450.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 198.45 100.00 198450.00 100.00 198450.00 0.00 0.00 0.00 0.00 0.00
Executive Engineer
PWD Division Vijayapur
1 Tipper Trucks–10 No’s – (5 - Own & 5 –Hire/lease)
2 Water Tanker- 4 No’s (2 –Own & 2 –Hire/.Lease)
3 Concrete batching and mixing plant minimum 30 cm/hour- 1 No’s (1- Own)
4 Transit Mixer- 4 No’s (2 -Own & 2 – Hire/Lease)
5 needle Vibrator- 10 No’s (5 –Own & 5 – Hire/Lease)
6 Front End Loader- 4 No’s (2- Own & 2- Hire/Lease)
7 Concrete Pump - 1 No’s (1 – Own)
8 Excavator Like JCB / Hitachi etc - 2 No's (1- Own & 1- Hire/Lease)
9 Centering (Steel)– 500 Sqm- 50% Own & 50% Hire/Lease
10 Pile driving equipment with necessary accessories 2No. (2 - Own/Hire/Lease)
Name of Work:-Construction of Bridge across Doni river on Basavanbagewadi Masabinal Donur Neginal MDR at KM 9.50 in Basvanbagewadi Taluk of Vijayapur District . (Indent no PWD/2026-27/BG/WORK_INDENT44108)
Sl No Description Unit Quantity Rate Amount Mile Stone no.1 Mile Stone no.2 Mile Stone no.3
Ist Month IIst Month 3rd Month 4th Month 5thMonth 6th Month Total 7th Month 8th Month 9th Month 10th Month 11th Month 12th Month Total 13th Month 14th Month 15th Month 16th Month 17th Month 18th Month Total Grand Total
Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial
For Approach Road
1 Cutting of Trees, excluding removal of stumps and roots of trees (i) Girth from 300 mm to 600 mm VOLUME - 3 Pg no 9, Item No.:2.1 a each 10 624.75 10
2 Cutting of Trees, excluding removal of stumps and roots of trees (ii) Girth from 600 mm to 900 mm VOLUME - 3 Pg no 9, Item No.:2.1 a each 10 993.3 10
3 Cutting of Trees, excluding removal of stumps and roots of trees (iii) Girth from 900 mm to 1800 mm VOLUME - 3 Pg no 9, Item No.:2.1 a each 10 1859.55 10
4 Cutting of Trees, excluding removal of stumps and roots of trees (iv)Girth above 1800 mmVOLUME - 3 Pg no 9, Item No.:2.1 a each 10 3720.15 10
5 Removal of stumps and roots including backfilling with suitable material to required compaction i) Girth from 300 mm to 600 mm VOLUME - 3 Pg no 9, Item No.:2.2 b each 10 373.8 10
6 Removal of stumps and roots including backfilling with suitable material to required compaction(ii) Girth from 600 mm to 900 mm VOLUME - 3 Pg no 9, Item No.:2.2 b each 10 511.35 10
7 Removal of stumps and roots including backfilling with suitable material to required compaction(iii) Girth from 900 mm to 1800 mm VOLUME - 3 Pg no 9, Item No.:2.2 b each 10 611.1 10
8 Removal of stumps and roots including backfilling with suitable material to required compaction(iv)Girth above 1800 mm VOLUME - 3 Pg no 9, Item No.:2.2 b each 10 759.15 10
9 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. iii. By Mechanical Means using Dozer :A. In area of light jungle VOLUME - 3 Pg no 9, Item No.:2.5 ii A 100sqm 101.68 412.65 101.68
10 Dismantling of Flexible pavements and disposal of dismantled materials and stacking serviceable and unserviceable materials separately.By Mechanical Means A) Bituminous course VOLUME - 3 Pg no 9, Item No.:2.18 II Cum 22.4 338.1 22.4
11 Dismantling of Flexible pavements and disposal of dismantled materials and stacking serviceable and unserviceable materials separately.By Mechanical Means B) Granular course VOLUME - 3 Pg no 9, Item No.:2.18 II Cum 126 55.65 126
12 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth VOLUME - 1 Pg no 8, Item No.:1.12 Cum 18865.44 99.75 16170
13 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3) ( Vol-I - Page No - 7 - Item 1.7) Cum 23306 497.7 23166.26
14 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 ( Vol-III - Page No - 17 - Item 3.6) Cum 6138.3 517.65
15 By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material VOLUME - 3 Pg no 17, Item No.:3.6 Cum 1272.11 2476.95
16 Wet Mix Macadam (Plant Mix Method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. ( Vol-III - Page No - 26- Item 4.17) Cum 937.13 2686.95
17 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. Vol-III - Page No - 31- Item 5.1 A Sqm 4165 66.15
18 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-III - Page No - 31- Item 5.4 ii Sqm 4165 18.9
19 Bituminous Macadam Grading - II for traffic <20 MSA Providing and laying Bituminous Macadam with 100 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction Vol-III - Page No - 33- Item 5.8 ii c Cum 208.25 11110.05
20 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. Vol-III - Page No - 43- Item 5.31 Cum 104.13 15524.25
21 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m. Vol-I - Page No - 8 - Item 1.14.1 cum 182 107.1
22 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregate. Vol-I - Page No - 15 - Item 2.1.3 cum 45.5 6454.35
23 Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, 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 Vol-I - Page No - 16 - Item 2.3.2 cum 289.25 6689.55
24 RIVER TRAINING AND PROTECTION WORKS 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. Vol-III - Page No - 117- Item 12.4 cum 1987.42 2007.6
25 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 Vol-III - Page No - 146- Item 16.16 B cum 993.71 2810.85
26 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m 2 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 Lane/ centre line/ edge line/ transverse marking and any other markings. Vol-III - Page No - 67- Item 8.15 Sqm 280.05 556.5
27 Painting Lines, Dashes, Arrows etc on Roads in Two Coats on Old Work Painting lines, dashes, arrows etc on roads in two coats on old work with ready mixed road marking paint conforming to IS: 164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control Over 10 cm in width VOLUME - 3 Pg no 66, Item No.:.8.14 Sqm 37 150.15
28 A Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. 90 cm equilateral triangle VOLUME - 3 Pg no 64, Item No.8.6 (ii) No’s 5 4971.75
29 A Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. 80 cm x 60 cm rectangular VOLUME - 3 Pg no 64, Item No.8.6 (x) No’s 5 5766.6
30 Direction and Place Identification Signs with size more than 0.9 m2 size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 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 exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm 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 VOLUME - 3 Pg no 65, Item No.8.8 Sqm 1.35 10168.2
31 Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retroreflectorise sign as per IRC:67:2022 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 0.9m2 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 M2 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing VOLUME - 3 Pg no 65, Item No.8.7 Sqm 2.7 9444.75
32 Chevron Boards Supply and installation of retro- reflective Chevron signboards of 600x450mm made out of cube corner micro prismatic grade sheeting confirming to Type XI standards of IRC:67:2022 & ASTM D 4956-09 specification & fixed over 3 mm thick Aluminium Composite Panel sheet having minimum 0.30 mm thick aluminum skin on both sides & fixed over back support frame of 25x25x3mm MS angle frame. Supported on 75 mm dia OR 75x75x6mm Mild steel with clear height of not less than 2.1 m from the ground level to the bottom of the Sign board & 60 cm 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 white colour with bands of 30 cm height, firmly fixed to the ground by means of foundation with M 20 grade cement, concrete foundation size of 45 cm x 45 cm x 60 cm including cost & conveyance of all materials, equipment,machinery & Labour with all leads and lifts for satisfactory completion of the work as directed by Engineer incharge.VOLUME - 3 Pg no 76, Item No.8.48 No’s 13 3751.65
33 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 Vol-III - Page No - 74- Item 8.43 Each 400 383.25
34 Metal Beam Crash Barrier B Type - B, "THRIE" : Metal Beam Crash Barrier Providing and erecting a "Thrie" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a space of channel section 150 x 75 x 5mm, 546 mm long complete as per clause 810 VOLUME - 3 Pg no 69, Item No.8.25 (ii) M 700 4642.05
For Major Bridge Across Nala
1 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 (ii) By Mechanical means (b) Prestressed / RCC grade M-20 & above ( Vol-I - Page No - 10 - Item 2.8.ii(b) Cum 2343.38 1163.4
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 appurtenances required to complete the work. In all kinds of soils Depth upto 3 m ( Vol-I - Page No - 8 - Item 1.14.1) Cum 1681.89 122.19 827.28 813.65
3 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to reduired slope and compacting to meet the re9uirement complete as per specifications, including cost of labour,roIIing,water,all materials, usage & all other appurtenances re9uiredto complete the work. (If the height of embankment construction is more than 1.50 m add 5% per m’ for every 1.50 m height or part there off per m’ for every 1.50 m height or part there off) (Deduct 5% per m³ if rollers are not used and tamping is done manually) (Add 8% per m³ for works under foul & sullage situation) Vol-I - Page No - 7 - Item 1.8 Cum 1176.4 497.7 1036.41
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. cum 248.66 2810.85
4 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates VoLl-PageNo-15- Item 2.1.3 Cum 105.08 6778.74 74.04
5 Providing and laying in position Cement Concrete for all Foundation works.(pile Cap) The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.M35 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesVol-1 PageNo- 15- Item 2.2.6 Cum 517.1 7581.7 347
6 Formwork, Centering & Scaffloading 4% For Foundation Cum 278
7 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(up to 5m Height) Cum 166.83 7971.15 100 43
8 Formwork, Centering & Scaffloading 10% For Substructure Height upto 5m Cum 730.7
9 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates-V -Beyond 5 m upto 10 m add 12% extra on formwork for staging & base preparation(5 to 10m height) Cum 324.83 7971.15 125.08 108.78
10 Formwork, Centering & Scaffloading 12% For Substructure for 5 to 10m height Cum 876.83
11 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 b) Foundation of Bridges Tonne 125.21 91670.25 75.2
12 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 C) Sub Structure of Bridges Tonne 93.42 91908.6 73.76
13 Providing and laying in position 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.(M45 Design Mix Using 20 mm nominal size graded crushed coarse aggregates) Cum 1355.56 9270 450.05 505.56
14 Providing and laying in position 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.(M 35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates) Cum 581.24 8163.59 325.05
15 Formwork, Centering & Scaffloading 20% for Super structure and Beyond 5 m upto 10 m add 12% extra on formwork for staging & base preparation Cum 2394.67
16 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 D) Super Structure of Bridges Tonne 333.21 92145.9 198.65
17 High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications Tonne 70.75 245793.45
18 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 h) All other type of Structures Tonne 31.17 84019.95 12.05
19 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification No’s 98 3434.55
20 Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved Technical Specifications Tonne 15680 345.45 9505
21 Asphaltic Plug Joint-Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of weldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/backer rod, all as per approved drawings and specifications. M 21 1884.75 21
22 Strip Seal Expansion Joint-Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. M 84 15005.55
23 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification cum 11.02 7063.35
24 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) cum 22.05 11761.05
25 Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces Sqm 1234.8 114.45
26 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates cum 20.16 7083.43
27 Formwork, Centering & Scaffloading 10% for earth retaining structures cum 649.32
28 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates cum 144.94 7132.69
29 Formwork, Centering & Scaffloading 10% for earth retaining structures cum 653.84
30 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates cum 139.49 7786.52
31 Formwork, Centering & Scaffloading 10% for Substruture (height upto 5m) cum 653.84
32 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 110mm dia., 6 kg/sqcm & class 3 M 2520 431.55
33 Tar paper-Supplying, and fixing in postion Tarpaper for laying over abutment as Bearing conforming to MoSRT &H Specifications as 1per drawing and Technical Specifications, including cost of all materials, labour, lead, lift,loading, unloading, transportation etc., . complete. Sqm 6.3 133
34 Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects cum 132.3 16875.6
35 Painting on concrete surface: 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. Sqm 9838.88 88.2
36 Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m.Pile diameter-1200 mm M 530.05 16552.2 155 310
37 Supplying, fitting and placing Mild Steel Reinforcement complete as per drawing and technical specification. Tonne 38.7 77398.65 24.3
38 Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV) Initial and routine load test
a Vertical load tests No’s 2 892500 1 1
b Lateral load test No’s 2 52500 1 1
40 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/Boulder cum 34.23 2007.6
41 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification cum 17.12 3187.8
42 Painting with synthetic enamel paint bridge No. and span arragements. Painting two coats after fillng the surface with synthetic enamel pant bridge No and span arrangements as per as directed by Engineer. No’s 2 248.85
43 Providing and laying in position 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) cum 400.13 7713.43
44 Formwork, Centering & Scaffloading 20% for Super structure and 12% for Super structure cum 848.48 215.68 125.65
45 Providing Fusion Bonded Epoxy Coating (FBEC) to TMT Bars as per IS:13620-1993 specifications for a thickness of 175micron & permissible variation of 50micron including testing of coating. FREQUENCY OF TEST OF FUSION BONDED EPOXY COAT a)Coating thickness shall be tested at a frequency of not less than one full length bar every twenty bars for each size b) Continuity of coating shall be determined by testing one full length bar in every twenty bars for each size c) Coating thickness over the whole of the coated bar section shall be determined by sectioning and examining one bar in every 20t for each size. d) For testing adhesion of coating, samples shall be selected from a ch size according to the frequency given as: For all types of bar : Minimum 1 for every diameter or as directed by engineer in charge.
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. iii. By Mechanical Means using Dozer :A. In area of thorny light jungle 100sqm 17.04 412.65
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 work.In all kinds of soils Depth upto 3 m Cum 269.69 107.1
3 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3) Cum 1687.5 124.95
4 Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 45 517.65
5 By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 Cum 149.62 2476.95
6 Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density Cum 108.75 2686.95
7 A Prime Coat over WMM/WBM (i) Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. Sqm 687.5 66.15
8 (i) Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom Sqm 687.5 18.9
9 Semi Dense Bituminous Concrete – Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant (batch type) using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment, and rolled as per MoRTH V Revision. Cum 17.19 15524.25
10 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work.In all kinds of soils Depth upto 3 m Cum 235.7 107.1
11 Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row .Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets.1500 mm Dia M 97.5 11652.9
12 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates Cum 18.6 6454.35
13 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 190.43 6703.2
14 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.All other type of structures Tonne 3.41 84019.95
15 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. Cum 161.88 2007.6
1 Fabricating supplying and mounting MS box made out ....SWG suitable for floor /wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete. - 14SWG cm2 25000 0.53
2 Supplying and fixing angle iron frame work fabricated out of M.S. angle iron.. and M.S. Flat......with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. - 50x50x6mm m 10 414.75
3 Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440VAC. 50 Hz 12/24V D.C. Each 3 540.75
4 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898 - 6-32 A DP Each 1 775.95
5 Supplying ......... amps rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete. - 100Amps 4x30x6mm Aluminium Strips m 0.1 2588.25
6 Supply and fixing of 4pole power contactor with NO/NC contacts on existing wood/panel board using necessary bolts, nuts, washers and wiring etc., complete with AC-3 Rating and as per IS-13947 - 25 Amps Each 1 1354.5
7 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments.The following additional tests are compulsory either to be conducted at works or independent lab with witness by inspecting authority.Additional Tests for FRLS-Applicable Standard Oxygen Index -IS 694-1990, Clause 16.8 Temperature Index -IS 694-1990, Clause 16.13 Smoke Density -IS 694-1990, Clause 16.14 Test for Halogen Acid Gas evaluation -IS 694-1990, Clause 16.12 -4 sqmm Mtr. 5 66.15
8 Fabricating, Supplying, Erection, Testing and Commissioning of ...Mtrs long hot dip Galvanized Octagonal pole with BSEN 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangements, including suitable boards, Bakelite sheet and MCBs as per IS specifications suitable to withstand the wind speed of 47 m/sec for .......Mtrs pole in single section and single joint welded as per IS 9595/IS10178AWS having dimensions bottom .....mm, top....mm with 3mm thick, suitable base plate and 4Nos of ..... long J bolts along with template and the pole shall be hot dip galvanized in single dipping with not less than 65micron as per ASTM-A123 and 153 etc., (excluding foundation) as per drawing appended- 9meters -Top 70mm and bottom 155mm dia Each 38 20475
9 Supplying, and fixing of Hot dip Galvanized M.S.Bracket suitable for out door luminaries and mounted on Octagonal pole using necessary bolts, nuts etc., complete - Single Arm Bracket with 1000mm Standard 40/50MM dia. Each 38 1785
10 Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output. Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, maximum light intensity should be between 60 degrees to 70 degrees. CCT > 5500K, IP-66 optical and electrical compartment & impact resistance of complete luminaire > IK08. Power Factor >0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mouting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC-60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with ........W System Power consumption. LED Efficiency>130lm/w, nominal CRI >75. Luminaire manufacturer should have in-house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008 . Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/Lumileds/Osram make LED Source - LED Streetlight 120 W each 38 10563
11 1.1 KV , XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured LTUG cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness resistivity as per IS-3975 - 16 Sqmm, 4 Core, (11 GI Strips - 4 x 0.8 mm) KM 1.2 148934.1
12 Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100 Volts as per IS-694:2010 - 3C x 1.5 mm2 m 320 75.6
13 Laying of Cable in Existing Trench/GI Pipe/Stone Ware/RCC Hume pipe Using Wooden/Aluminium Rollers as Directed by the Department Staff - LT Cable - 2.5 to 25 Sqmm KM 1.2 21930.3
14 Supplying,fixing,wiring,earth electrode for grounding conduits,I.C.cutouts and other equipment's on the meter board using 40mm dia 2.90mm thick GI pipe 2.5m long buried in a pit.The pit should be filled with equal proportion of salt and charcoal 150mm all-round the pipe to complete depth.The connection from the pipe to the condui tetc.,is to be established through GI wire of size as per lSI specification 7.3.3.of IS 732 using 12mm dia bolts,nuts,washers and checknuts etc., the pipe shall have 16 through holes of 12 mm dia No 2 3685.5
15 Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work.In all kinds of soils. Depth upto 1.50m m 1000 508.2
16 Supplying and fixing Microprocessor Based Astronomical timer Switch with using necessary bolts, nuts and washers. Each 1 5085.15
17 Fixing of LED street light/ flood light fitting over the existing Pole/ High mast poles/ wall ceiling including clamps, bolts, nuts and wiring using suitable capacity wires. Each 38 170.1
18 Earth work for Foundation by mechanical means for all works & depth uo to 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or leveling the excavated earth 0r sortung & stacking the selected earth for reuse in a radius of 50 m and lift up to 1.5 m including cost of labour, tools, usage of machinery & other appurtenace required to complete the work. In all kinds of soils Depth up to 3m m3 21.38 107.1
19 Providing and laying in position plain cement concrete for levelling course fo all works in foundation. The granite/trap/basalt crushed graded course 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 and lifts, cost of all materials of quality, labour, usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregates. ( The cost of steel reinforcement & formwork shall be paid separately m3 2.14 6288.45
20 Providing and laying in Reinforced cement conrete fo all basement and surface level works, return walls, retaining walls, sunken floors etc., The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS codes machine mixedwith super plasticisers, laid in layers not exceeding 150 mm thickness, well compacted using needle vibrators, providing weep ho;es wherever necessary, including all lead and lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. ( The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates. m3 16.42 6639.15
21 Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation/Substructure/Superstructure complete as per Drawing and Technical Specifications. t 0.82 82961.55
22 Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 6.0 HDPE Grade PE80-PN6.0, 63mm dia m 1000 198.45
Month wise Amount Miles Amount Penalty
1 Month 1 Miles (1 ,2,3,4,5 & 6 Month)
5 Month Executive Engineer
6 Month PWD Division Viajayapur
7 Month 2 Miles (7,8,9,10,11,& 12 Month)
13 Month 3 Miles (13,14,15,16,17,& 18 Month)
1 Tipper Trucks–10 No’s – (5 - Own & 5 –Hire/lease)
2 Water Tanker- 4 No’s (2 –Own & 2 –Hire/.Lease)
3 Concrete batching and mixing plant minimum 30 cm/hour- 1 No’s (1- Own)
4 Transit Mixer- 4 No’s (2 -Own & 2 – Hire/Lease)
5 needle Vibrator- 10 No’s (5 –Own & 5 – Hire/Lease)
6 Front End Loader- 4 No’s (2- Own & 2- Hire/Lease)
7 Concrete Pump - 1 No’s (1 – Own)
8 Excavator Like JCB / Hitachi etc - 2 No's (1- Own & 1- Hire/Lease)
9 Centering (Steel)– 500 Sqm- 50% Own & 50% Hire/Lease
10 Pile driving equipment with necessary accessories 2No. (2 - Own/Hire/Lease)
Name of Work:-Construction of Bridge Across Bhima River Near Kadani Village in Sindagi Constituency of Almel Taluk Vijayapura District. (Indent no PWD/2026-27/BG/WORK_INDENT37726
Sl No Description Unit Quantity Rate Amount Mile Stone no.1 Mile Stone no.2 Mile Stone no.3
Mar apr may june july aug Total sep aoc nov dec jan feb Total mar apr may june july aug Total
Ist Month IIst Month 3rd Month 4th Month 5thMonth 6th Month Total 7th Month 8th Month 9th Month 10th Month 11th Month 12th Month Total 13th Month 14th Month 15th Month 16th Month 17th Month 18th Month Total
Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial
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. 100 sqm 4320 412.65 850 1100 1200 1170
2 Construction of unlined surface drains of average cross-sectional area 0.40 m2 in soil to specified lines, grades,evels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Mechanical Means m 3600 26.25 550 800 850 700 700
3 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3) ( Vol-I - Page No - 7 - Item 1.7) cum 5953.499999999999 124.95 2410 2580 963.5
4 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 ( Vol-III - Page No - 17 - Item 3.6) cum 2742.1875 517.65 850 560 1332.19
5 Plant Mix Method Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC,carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (v) For Grading -V Material. Vol-III - Page No - 23- Item 4.1 a (V) cum 3123.875 2611.35 300 850 1100 873.88
6 Wet Mix Macadam (Plant Mix Method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. ( Vol-III - Page No - 26- Item 4.17) cum 2475 2686.95 840 950 450 235
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. Vol-III - Page No - 31- Item 5.1 A Sqm 9900 43.05 1600 2500 2200 3600
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-III - Page No - 31- Item 5.4 ii Sqm 9900 14.7 1600 2500 2200 3600
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-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction Vol-III - Page No - 33- Item 5.8 ii c cum 495.00000000000006 8044.05 80 125 110 180
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. Vol-III - Page No - 43- Item 5.31 cum 247.50000000000003 10659.6 100 147.5
11 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast) Vol-III - Page No - 67- Item 8.16 ii each 3 3073.35 1 2
12 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast) 200 m stone (precast) Vol-III - Page No - 67- Item 8.16 iii each 9 884.1 6 3
13 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 m 2 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 Vol-III - Page No - 65- Item 8.7 Sqm 1.8 9460.5 1.8
14 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 Vol-III - Page No - 64- Item 8.5 iv each 10 3754.8 5 5
15 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m 2 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 Vol-III - Page No - 67- Item 8.15 Sqm 360 556.5 220 140
Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811. - Vol-III - Page No - 69- Item 8.25/I m 1000 3822 500 500
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 Vol-III - Page No - 74- Item 8.43 m 346 383.25 200 146
1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m cum 136.58400000000003 107.1 85 51.584
2 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 machineries, 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 cum 25.464000000000002 6288.45 8 17.464
3 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Vol-I - Page No - 16 - Item 2.4.2 cum 234.9855072 6639.15 125 109.9855
4 Providing and removing centering, shuttering, strutting, propping etc.,and removal of form work for RCC works including cost of all materials, labour complete as per specifications. 5 %. Vol-I - Page No - 16 - Item iii Sl no 03 cum 234.9855072 331.95750000000004 125 109.9855
5 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement oncrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6.1000 mm dia. Vol-III - Page No - 146- Item 16.15 B m 20 8355.9 20
6 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per Design in Double Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1101.6. 1000 mm dia. Vol-III - Page No - 146- Item 16.16 B m 30 16807.35 30
7 Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure /Superstructure complete as per drawing and Technical Specifications. Vol-I - Page No - 18 - Item No. 2.11 h Tonne 3.1083215999999996 82961.55 1.2 1.9083
8 Construction of Embankment by excavating the available approved ravel/Murrum deposited at a place or borrow pits during 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, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. Vol-I - Page No - 7 - Item No. 1.8 cum 629.9248928 497.7 629.9249
For Major Bridge Across Nala
1 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 appurtenances required to complete the work. Cum 13422.3 123.165 6500 4410 2512.3
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 appurtenances required to complete the work Cum 610.0409999999999 144.64125 300 310.041
3 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification. a. Granular material ( Vol-III - Page No - 117 - Item 12.3A) cum 1627.032 1226.4 1000 627.032
4 Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 10.0 to 19.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary. ( Vol-III - Page No - 160 - Item 4 (Chap -17)) Hour 1045 230 250 350 445
5 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to reduired slope and compacting to meet the re9uirement complete as per specifications, including cost of labour,roIIing,water,all materials, usage & all other appurtenances re9uiredto complete the work. (If the height of embankment construction is more than 1.50 m add 5% per m’ for every 1.50 m height or part there off per m’ for every 1.50 m height or part there off) (Deduct 5% per m³ if rollers are not used and tamping is done manually) (Add 8% per m³ for works under foul & sullage situation) Vol-I - Page No - 7 - Item 1.8
6 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3) (Vol-I - Page No - 7 - Item 1.7) cum 9265.44375 136.85 4500 4765.4438
7 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators,including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates (Percentage Additionalities for Formwork, Centering & Scaffolding - Add 8% for Piers and Abutments.) VoLl-PageNo-15- Item 2.1.6 and Page No 111 Item 8 Cum 137.781 7897.395 80 57.781
8 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M35 Design Mix Using 20 mm nominal size graded crushed coarse Aggregates (Percentage Additionalities for Formwork, Centering & Scaffolding - Add 10% for Piers and Abutments. ) Vol-PageNo- 15- Item 2.2.6 and Page No 111 Item 10 Cum 2177.576 8531.16 1250 927.576
9 Providing Steel Liner 10 mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Detailed Drawing. Vol-III - Page No - 112 — Item 11.37 Tonne 133.047295 131695.2 85 48.0473
10 Driven cast-in place vertical M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and & Technical Specification - Pile diameter - 1200 mm. Vol-III - Page No - 113 - Item 11.44 M 736.9000000000001 17342.85 415 321.9
11 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. beyond 5 m upto 10 m add 12% extra on formwork for staging & base preparation. Vol-I - Page No - 16 - Item 2.4.5 and Vol-I - Page No - 17 Item 2.6.2 Cum 2490.8505000000005 9124.192 850 1400 240.8505
12 Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification, including formwork, centering, vibrating, compacting, cost of all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportation stacking finishing the exposed faces, etc., complete. F (i) (q). RCC /PSC Grade M45 - Using batching plant, transit mixer and concrete pump - For solid slab/voided slab super-structure-Height 5m to 10m NH Bangalore 2022-23 — Page No — 210 — Item No.14.01 f (i) (q) Cum 3602.7608 9778.65 450 2000 1152.7608
13 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification. Vol-III - Page No - 121 - Item 13.7 No’s 96 3434.55 30 30 36
14 Providing and laying Stone Matrix Asphalt (SMA) using crushed aggregates of specified trading, premixed with Modified Bituminous Binder containing Stabiliser additive (Pellitized Cellous fiber at 0.3% on 1oose fibre basis) on the weight of total mix in the batch and filler( Hydrated lime dust @ 2% of weight of aggregates, transporting the Hot mix to work site, la ying with a paver finisher to the required grade, leve and alignment, rolling with smooth wheeJed, vibratory and tandem rollers to achieve the desired compaction as per clause 515 of MORTH V revision using 120 TPH capaôty w1th Sensor paver. Vol-III- Page -45- Item 5.37.a Cum 239.46 13635.550000000001 239.46
15 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 specification A. Stone/Boulder - Vol-III- Page -129- Item 14.4 Cum 1149.6 2007.6 800 349.6
16 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification. - Vol-III- Page -129- Item 14.5 Cum 1269.27 3187.8 850 419.27
17 Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced eJastomer confined within a metal Zylinder, sealing rings dust seals, PTFE surface sliding against stainless steel mating surface, complete assemb1y to be of cast steel/fabricated structure steel, metal and e1astomer elements to be as per IRC: 83 part-lU & I respectively and. other parts conforming to BS: 540ß, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved Technical Specifications. Vol-III- Page -118- Item 12.10 Tonne Bearing Capacity 28800 345.45 12500 16300
18 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 - Vol-I- Page -18- Item 2.11.c Tonne 705.6219999999998 99397.95 320 385.622
19 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 - Vol-I- Page -18- Item 2.11.d Tonne 476.96999999999997 99656.7 250 226.97
20 High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications - Vol-III- Page -121- Item 13.1 Tonne 95.51935039999998 245927.85 40 55.5194
21 Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. - Vol-III- Page -124- Item 13.19 M 187.85 15005.55 100 87.85
22 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with ash lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 - Vol-III- Page -17- Item 3.6 Cum 175.38000000000002 566.9499999999999 100 75.38
23 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. - Vol-III- Page -26- Item 4.17 Cum 249.75 2942.85 150 99.75
24 Construction of un-reinforced plain cement concrete pavement using RMC M-30 grade with OPC @ 270 kg/m3 and GGBS@ 90 kg/m3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared sub base. The superplastisiser confirming to IS 9103-1999 Reaffirmed-2008 ,Coarse aggregates and Fine aggregate confirming to IS:383-2016, transported to site, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work). Spreading the concrete with shovels, rackers and compacted using needle, suitable plate vibrator and finished in a continuous operation including provision of separation membrane and Hessian cloth finishing to lines and grades complete including cost of all materials, labour, all lead & lift, loading charges as per specification & direction of Engineer - incharge of the work. (Groove cutting shall be paid seperately) - Vol-III- Page -51- Item 6.6 Cum 333 7790.099999999999 200 133
25 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m 2 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 - Vol-III- Page -67- Item 8.15 sqm 44.400000000000006 609.5 44.4
26 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.- Vol-III- Page -74- Item 8.43 No’s 60 419.75 60
27 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 m 2 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 - Vol-III- Page -65- Item 8.7 sqm 8 10361.5 8
28 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 - Vol-III- Page -64- Item 8.5(iv) Each 8 4112.4 8
29 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign! as per IRC:67:3012 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 mm x 75 mm rectangular - Vol-III- Page -53 & 64- Item 8.5 (ix) Each 4 7503.75 4
30 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 0.9m2fixed 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 - Vol-III- Page -65- Item 8.7 sqm 4 10361.5 4
31 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) - Vol-III- Page -122- Item 13.9 cum 23.21 12426.75 23.21
32 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. No. 2703,1500,1600 & 1700 - Vol-III- Page -121- Item 13.4 M 996.4 2445.45 500 496.4
33 Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-25 grade concrete with TMT reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH -33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at ocations directed by the Engineer,all as specified. (Area = 0.243 m2/m, single face) - Vol-III- Page -68- Item 8.23.i M 444 2845.1 200 244
34 Providing and Constructing Temporary Island 24 m diameter for Construction of Well Foundation for 8m dia. Well. Assuming depth of water 1.0 m and height of island to be 1.25 m. No’s 17 321035.4 17
35 Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV) Initial and routine load test
a Routine load tests 80T (1.5times) MT 160 551.25 100 60
b Initial load test 80T(2.5times) MT 160 551.25 100 60
36 Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV) Lateral load test Lateral load test MT 160 6615 100 60
37 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing face. Complete as per drawing and Technical Specifications. Well. - Vol-III- Page -117-Item 12.2 M 777.9 250.95 400 377.9
Month wise Amount Miles Amount Penalty Amount Penalty
1 Month 1 Miles (1 ,2,3,4,5 & 6 Month) Executive Engineer Executive Engineer
2 Month PWD Division Viajayapur PWD Division Viajayapur
7 Month 2 Miles (7,8,9,10,11,& 12 Month)
13 Month 3 Miles (13,14,15,16,17,& 18 Month)
GOVERNMENT OF KARNATAKA
PUBLIC WORKS DEPARTMENT
OFFICE OF THE EXECUTIVE ENGINEER
PWD VIJAYAPUR DIVISION, VIJAYAPUR.
INDENT NO. 31284
ಕಾಮಗಾರಿ ಹೆಸರು: ಬಸವನ ಬಾಗೇವಾಡಿ ತಾಲೂಕಿನ ಮಸಬಿನಾಳ ಡೋಣೂರ ನೇಗಿನಾಳ ಕಿಮಿ 9.50 ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆಯಲ್ಲಿ ಡೋಣಿ ನದಿಗೆ ಸೇತುವೆ ನಿರ್ಮಿಸುವುದು.
Head of Account: 2025-26ನೇ ಸಾಲಿನ ಲೆಕ್ಕಶೀರ್ಷಿಕೆ 5054-80-190-0-01-132 ಕರ್ನಾಟಕ ರಸ್ತೆ ಅಭಿವೃದ್ಧಿ ನಿಗಮ ನಿಯಮಿತ ಬಂಡವಾಳ ವೆಚ್ಚ ಯೋಜನೆ ಕಾಮಗಾರಿ ಹೆಸರು: ಬಸವನ ಬಾಗೇವಾಡಿ ತಾಲೂಕಿನ ಮಸಬಿನಾಳ ಡೋಣೂರ ನೇಗಿನಾಳ ಕಿಮಿ 9.50 ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆಯಲ್ಲಿ ಡೋಣಿ ನದಿಗೆ ಸೇತುವೆ ನಿರ್ಮಿಸುವುದು.
ESTIMATE COST :Rs: 2500.00 Lakhs
ಕಾಮಗಾರಿ ಹೆಸರು: ಬಸವನ ಬಾಗೇವಾಡಿ ತಾಲೂಕಿನ ಮಸಬಿನಾಳ ಡೋಣೂರ ನೇಗಿನಾಳ ಕಿಮಿ 9.50 ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆಯಲ್ಲಿ ಡೋಣಿ ನದಿಗೆ ಸೇತುವೆ ನಿರ್ಮಿಸುವುದು.
Division : Vijayapur
Sanctioned Estimate No………………………Date
Major Head : 5054-80-190-0-01-132 ಕರ್ನಾಟಕ ರಸ್ತೆ ಅಭಿವೃದ್ಧಿ ನಿಗಮ ನಿಯಮಿತ ಬಂಡವಾಳ ವೆಚ್ಚ ಯೋಜನೆ
Minor Head : Public Works .
Service Head :…………………………………
Departmental Head : …………………………
Estimate framed in the office of the Executive Engineer PWD Division Vijayapur for the probable expenses that will be incurred in
ಕಾಮಗಾರಿ ಹೆಸರು: ಬಸವನ ಬಾಗೇವಾಡಿ ತಾಲೂಕಿನ ಮಸಬಿನಾಳ ಡೋಣೂರ ನೇಗಿನಾಳ ಕಿಮಿ 9.50 ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆಯಲ್ಲಿ ಡೋಣಿ ನದಿಗೆ ಸೇತುವೆ ನಿರ್ಮಿಸುವುದು.
Estimate cost: Rs.: 2500.00 Lakhs
Administratively approved under No………………………Date
Technically sanctioned under No………………………Date
Estimate prepared By : Shri. D.B.Kalaburgi A.E
and checked By: Shri.S.G.Doodamani
Assistant Executive Engineer, Executive Engineer,
PWD Sub Division, B.Bagewadi. PWD Division, Vijayapur.
ಕಾಮಗಾರಿ ಹೆಸರು: ಬಸವನ ಬಾಗೇವಾಡಿ ತಾಲೂಕಿನ ಮಸಬಿನಾಳ ಡೋಣೂರ ನೇಗಿನಾಳ ಕಿಮಿ 9.50 ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆಯಲ್ಲಿ ಡೋಣಿ ನದಿಗೆ ಸೇತುವೆ ನಿರ್ಮಿಸುವುದು.
PWD CODE PARA -133
C E R T I F I C A T E
This to Certity that I S.G.Doodamani. Asst. Executive-Engineer, PWD Sub-Division,B.Bagewadi have personally visited the spot and prepared the estimate using sanctioned schedule of rates provided for the most economical and safe way of executing work.
Assistant Executive Engineer,
PWD Sub Division, B.Bagewadi.
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 care has been taken while preparing the estimate in respect of the above mentioned work to see that all necessary items which are technically required for the work are in sufficient quantity are including while preparing the estimate, and specification of items including are completed and correct.
Assistant Executive Engineer, Executive Engineer,
PWD Sub Division, B.Bagewadi. PWD Division Vijayapur
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 for the past five years. The said work has not been included / Proposed / over lapped in any proposed or approved programme. The work is not under any maintainence period.
Assistant Executive Engineer, Executive Engineer,
PWD Sub Division, B.Bagewadi. PWD Division Vijayapur
ಕಾಮಗಾರಿ ಹೆಸರು: ಬಸವನ ಬಾಗೇವಾಡಿ ತಾಲೂಕಿನ ಮಸಬಿನಾಳ ಡೋಣೂರ ನೇಗಿನಾಳ ಕಿಮಿ 9.50 ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆಯಲ್ಲಿ ಡೋಣಿ ನದಿಗೆ ಸೇತುವೆ ನಿರ್ಮಿಸುವುದು.
ವಿಜಯಪುರ ಜಿಲ್ಲೆಯ ಬಸವನ ಬಾಗೇವಾಡಿ ತಾಲೂಕಿನ ಮಸಬಿನಾಳ ಡೋಣುರು ನೇಗಿನಾಳ ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ ಕಿಮಿ 9.50 ರಲ್ಲಿ ಡೋಣಿ ನದಿಗೆ ಸೇತುವೆ ನಿರ್ಮಾಣಕ್ಕಾಗಿ ಸರ್ಕಾರದ ಆದೇಶ ಸಂಖ್ಯೆ ಲೋ.ಇ.:454:ಸಿಆರ್ ಎಂ:2026(ಇ) ದಿನಾಂಕ:28-08-2026 ರನ್ವಯ ಬಸವನ ಬಾಗೇವಾಡಿ ವಿಧಾನಸಭಾ ಕ್ಷೇತ್ರ ವ್ಯಾಪ್ತಿಯಲ್ಲಿ 2025-26ನೇ ಸಾಲಿನ ಲೆಕ್ಕಶೀರ್ಷಿಕೆ 5054-80-190-0-01-132 ಕರ್ನಾಟಕ ರಸ್ತೆ ಅಭಿವೃದ್ಧಿ ನಿಗಮ ನಿಯಮಿತ ಬಂಡವಾಳ ವೆಚ್ಚ ಯೋಜನೆ ಅಡಿಯಲ್ಲಿ ರೂ.25.00 ಕೋಟಿಗಳಿಗೆ ಅನುಮೂದನೆಗೊಂಡಿರುತ್ತದೆ.ಪ್ರಸ್ತಾಪಿತ ಸೇತುವೆಯು ಬಸವನ ಬಾಗೇವಾಡಿ ತಾಲೂಕಿನ ಡೋಣೂರ ಗ್ರಾಮದಿಂದ ನೇಗಿನಾಳ ಗ್ರಾಮಕ್ಕೆ ಸಂಪರ್ಕ ಕಲ್ಪಿಸುತ್ತದೆ ಪ್ರಸ್ತುತ ಇರುವ ಸೇತುವೆಯು ಕಡಿಮೆ ಮಟ್ಟದ ಸೇತುವೆಯಾಗಿದ್ದು, ಭಾರಿ ಮಳೆ ಹಾಗೂ ಪ್ರವಾಹದ ಸಂದರ್ಭಗಳಲ್ಲಿ ನೀರಿನಿಂದ ಮುಳುಗುತ್ತದೆ. ಗರಿಷ್ಠ ಪ್ರವಾಹ ಅವಧಿಯಲ್ಲಿ ಸೇತುವೆಯ ಮೇಲ್ಮೈಯಿಂದ ಸುಮಾರು 2.8 ಮೀಟರ್ಗಳಷ್ಟು ನೀರು ಹರಿದು ಹೋಗುವುದರಿಂದ, ರಸ್ತೆ ಮುಳುಗುವ ಪರಿಸ್ಥಿತಿ ಉಂಟಾಗಿ ಸುತ್ತಮುತ್ತಲಿನ ಪ್ರದೇಶಗಳ ನಡುವಿನ ಸಂಪರ್ಕ ಸ್ಥಗಿತಗೊಳ್ಳುತ್ತದೆ.
ಈ ಸೇತುವೆ ಸುಧಾರಣೆ ಪ್ರಸ್ತಾವನೆಯಿಂದ ಪ್ರವಾಹದ ಸಂದರ್ಭಗಳಲ್ಲಿ ಸಂಚಾರ ವ್ಯತ್ಯಯ ಕಡಿಮೆಯಾಗುವುದು, ಪ್ರಾದೇಶಿಕ ಸಂಪರ್ಕತೆ ಹೆಚ್ಚುವುದು ಹಾಗೂ ವರ್ಷಪೂರ್ತಿ ಪ್ರಯಾಣಿಕರು ಮತ್ತು ಸರಕು ಸಾಗಾಣಿಕೆಗೆ ನಿರಂತರ ಸಂಚಾರ ವ್ಯವಸ್ಥೆ ಲಭ್ಯವಾಗುವುದು ಈ ಸೇತುವೆ ನಿರ್ಮಾಣದಿಂದ 25 ಕಿ.ಮೀ ದೂರ ಕ್ರಮಿಸುವುದನ್ನು ತಪ್ಪಿಸಿ ಕೃಷಿ ಉತ್ಪನ್ನಗಳನ್ನು ಸಾಗಿಸಲು ಹಾಗೂ ಸಾರ್ವಜನಿಕರಿಗೆ ಸುಗಮ ಸಂಚಾರಕ್ಕೆ ಅನುವು ಮಾಡಿಕೊಡಬಹುದಾಗಿದೆ. ಸದರಿ ಅಂದಾಜು ಪತ್ರಿಕೆಯಲ್ಲಿ ಡೋಣಿ ನದಿಯಲ್ಲಿ 245.00 ಮೀ ಉದ್ದದ PSC I- GIRDER ಸೇತುವೆ ಹಾಗೂ ಡೋಣೂರ ಕಡೆಗೆ 265.00 ಮೀ ಉದ್ದಕ್ಕೆ ಅಪ್ರೋಚ್ ಮತ್ತು ನೇಗಿನಾಳ ಕಡೆಗೆ 290.00 ಮೀ ಉದ್ದಕ್ಕೆ ಅಪ್ರೋಚ್ ರಸ್ತೆ ನಿರ್ಮಿಸಲು ವಿಸ್ತೃತ ಯೋಜನಾ ವರದಿಯಲ್ಲಿ ಪ್ರಾವಧಾನ ಕಲ್ಪಿಸಲಾಗಿರುತ್ತದೆ . ಸದರಿ ಪ್ರಸ್ತಾಪಿತ ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು 2023-24 ನೇ ಸಾಲಿನ ಏಕರೂಪ ದರಪಟ್ಟಿಯನ್ನು ಆದರಿಸಿ ತಯಾರಿಸಿ, ಅಂದಾಜು ಪತ್ರಿಕೆಯಲ್ಲಿ ಈ ಕೆಳಗಿನ ಅಂಶಗಳನ್ನು ಅಳವಡಿಸಿ ತಾಂತ್ರಿಕಗಾಗಿ ಮಂಜೂರಾತಿಗಾಗಿ ಸಲ್ಲಿಸಲಾಗಿದೆ
The estimate is submitted for kind approval.
Assistant Engineer, Assistant Executive Engineer, Executive Engineer,
PWD Sub Division, B.Bagewadi. PWD Division Vijayapur
ಕಾಮಗಾರಿ ಹೆಸರು: ಬಸವನ ಬಾಗೇವಾಡಿ ತಾಲೂಕಿನ ಮಸಬಿನಾಳ ಡೋಣೂರ ನೇಗಿನಾಳ ಕಿಮಿ 9.50 ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆಯಲ್ಲಿ ಡೋಣಿ ನದಿಗೆ ಸೇತುವೆ ನಿರ್ಮಿಸುವುದು.
C E R T I F I C A T E
Certified that the work proposed in this estimate coming under the major Irrigation command area of U.K.P. hence the area weightage of 5% is considered in the rate analysis.
Assistant-Executive-Engineer, PWD Sub-Dn, B Bagewadi Executive-Engineer, PWD Dn, Vijayapur
ಕಾಮಗಾರಿ ಹೆಸರು: ಬಸವನ ಬಾಗೇವಾಡಿ ತಾಲೂಕಿನ ಮಸಬಿನಾಳ ಡೋಣೂರ ನೇಗಿನಾಳ ಕಿಮಿ 9.50 ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆಯಲ್ಲಿ ಡೋಣಿ ನದಿಗೆ ಸೇತುವೆ ನಿರ್ಮಿಸುವುದು.
ABSTRACT S H E E T
PWD Schedule of Rates 2023-2024
SL.NO PARTICULARS
2 APPROACH ROAD & PROTECTION WORKS 39,500,207.00 39,500,266.61
3 DIVERSION ROAD 4,427,783.56 4,427,644.36
4 Electrical Light Pole 2,416,478.40 2416603.39 180,504,721.08
7 TOTAL CONSTRUCTION COST (A+GST) 215,840,381.03 215,847,162.87
8 DPR CHARGES Including GST 1,900,000.00 1,900,000
10 LAND ACQUISTION 13,000,000.00 13,000,000
13 QUALITY CONTROL 1,000,000.00 1,000,000
14 TREES PLANTATION 1,000,000.00 1,000,000
16 Miscellaneous,contingency and Rounding off 71,590.39 64,299.91 7,290.48
17 GRAND TOTAL Sub Total(1+3) 250,000,000.00
0.00 ಕಾಮಗಾರಿ ಹೆಸರು: ಬಸವನ ಬಾಗೇವಾಡಿ ತಾಲೂಕಿನ ಮಸಬಿನಾಳ ಡೋಣೂರ ನೇಗಿನಾಳ ಕಿಮಿ 9.50 ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆಯಲ್ಲಿ ಡೋಣಿ ನದಿಗೆ ಸೇತುವೆ ನಿರ್ಮಿಸುವುದು.
Section Officer Asst. Executive Engineer
P.W.D Sub Division P.W.D Sub Division
Basavanabagewadi Basavanabagewadi
Executive Engineer
Name of work : Construction of Bridge Across Doni River on Basvanbagewadi Masibnal Donur Neginal MDR at KM 9.50 in Basvanbagewadi Taluk of Vijayapur District
Summary of Cost
Proposed Bridge Proper 7 x 35 = 245m Proposed Bridge Width =10.5 m 135371445.9 (1,199,662) 50 67.5
Sl. No. Description Amount ,Rs. Percentage Cost 0.26
A.Proper Bridge Portion 7 x 35 = 245
1 Bridge Proper 136,571,108 100.00%
Total A 136,571,108 #REF! #REF!
B.Bridge Approach
1 Site Clearance 0.00%
2 Earthworks 0.00%
3 Base and Sub Base works 0.00%
4 Bituminous Courses
5 Road Furnitures 0.00% 77.00
6 Embankment Protection works 0.00%
6 Retaining wall on approach 2,430,758 1.78%
7 Battery Limits 0.00%
9 Grade Separator / Cross Drainage Structures 0.00%
Total B 0 101.78%
Total (A+B) 136,571,108
1 Add for Road Safety measures -0.25% of (A+B) 341,428
2 Add for Maintenance Charges for 3 years-1.75% of (A+B) 2,389,994
Total C 2,731,422
TOTAL CONSTRUCTION COST (A+B+C) 139,302,530
2 Administrative Charges - 5% of (A+B+C) 6,965,127
3 PMC Charges - 3% of (A+B+C) 4,179,076
4 Price Adjustment Charges - 5% of (A+B) 6,828,555
5 Shifting of Utilites - 1% of (A+B) 1,365,711
6 Land Acquisition & Miscelleneous 70,000,000 7.00
Total Cost 253,715,455
Total cost of project in Crores 25.37
RATE PER SQ.METRE
BRIDGE PROPER (Rs) = 53,089
BRIDGE APPROACH (Rs) = #DIV/0!
BATTERY LIMIT (Rs) = #DIV/0!
Bridge Area (Sqm)= 2,573
Approach Road Area(Sqm)=
Battery Limit Area(Sqm)=
All Dimensions in M Type of Super Structure = PSC Girder
No of Spans = 7 X 35 = 245.00 m
Road Width = 10.500 M Deck Slab 35 HFL= 391.5 M M 30
A) Super Structure Skew 0 Girder 40 M 35
i) Girder Details Diaphargm 40
Below Bed level Ch FRL BL Founding Depth Founding Depth FDL PTL Pier CTL Pier CBL Founding THK FDL-Top PCTL
End Section Details Mid Section Details P9 0.00 0.00 0.000 0.100
Area of End Section = 1.867 Area of Mid Section = 1.121 P21 1.86
Length of End Section = 2.50 Length of Taper Section = 1.50 P22 0.56 1.115
Girder End Qty = 261.31 28 5.00 Area= 1.87 P24 1.951875 End
Girder Taper Qty = 125.46 28 3.00 Area= 1.49 P25
Total Girder Qty = 1219.84
End Diaphargm Qty 14.00 X 10.50 X 0.45 X 1.85 122.38 -0.55
Mid Diaphargm Qty 0.00 X 0.00 X 0.00 X 0 = 0.00 -0.275 0.775
Diaphargm Depth = 1.85 Total Qty= 122.38
End Diaphargm Width = 0.45 34.2 33.4
Mid Diaphargm Width = 0.00
Pedestal Size = 0.90 X 0.90 X 0.30 X 56 6
Pedestal Qty= 13.608 48 6
Deck Slab Thickness = 0.22 8 228
RCC Slab Qty= 565.95 104 8
Soild Slab= 0 X 0.0 X 0.0 X 0.775
Dirt wall Qty = 11.0 M3 8
Shuttering Plank = 96.47 M3
B) SubStructure & Foundation
ii) Abutment Details Pile Foundation
d3 = 1.80 1.80 Depth of pile = 0 m 7.4
b1 = 1.920 1.920 Monolithic return wall thk A1 & A2 = 0.45 m 5.538 8.9
b2 = 1.60 1.60 Monolithic return wall thk A2 = 0.55 m
Foundation Qty(Pile Cap) = 85.1 M3 17
Foundation Qty(Pile Cap) = 85.1 M3 17
For Height up to 5m No L B D Qty 18.70 17.2 4.30
Monolithic return wall A1 2.0 1.5 0.450 5.000 = 6.53
Monolithic return wall A2 2.0 1.5 0.550 5.000 = 7.98 5.418
Shaft Qty = A1= 38.861 A2= 38.295
For Height 5m to 10m
Monolithic return wall A1= 2.0 1.5 0.450 0.538 = 0.70
Monolithic return wall A2= 2.0 1.5 0.550 0.418 = 0.67
Shaft Qty = A1= 0.751 A2= 0.704
For Height 10m to 15m
Manolithic return wall A1= 2.0 1.5 0.45 0.000 = 0.00
Manolithic return wall A2= 0.0 1.5 0.6 0.000 = 0.00
Shaft Qty = A1= 0.000 A2= 0.000
Abutment Cap Qty = A1= 11.59 M3 A2= 11.592
iii) Pier Details
No of Piers = 6.0
Pier (P1 to P17)
No of open foundation = 0
No L B D Quantity
Foundation Qty = 0.000
Pier (P3 & P17) 12
Pier (P3 & P17)
No of open foundation = 0
No L B D Quantity
Open foundation 0 12.00 9.00 1.10 0.000
Foundation Qty = 0.000
Qty Up to 5m Depth Qty 5m to 10m Depth Qty above 10m Depth No L B Up To 5m Depth 5m to 10m Depth above 10m Depth
Shaft Qty 65.83 M3 9.00 M3 0.00 M3
Pier Cap quantity = 177.660
Pier (P3 & P17)
Pier Cap quantity = 0.000
iii) Pier pile details
No of pile foundations = 6.0
b5 = 6.300 Depth of pile = 12.800 12.800
d3 = 1.80 No of piles = 5 Nos
Pile foundation = NO L B D Qty 39.69 71.442 2467.8108
Pile foundation 6.0 6.300 5.10 1.80 347.00 85.36 Area of Pile cap From Cad 137.1006
Pile foundation PCC 6.0 6.500 5.30 0.1 20.67
No's No.of Piles Length of Pile Qty
0 8 #REF! #REF! P1
0 8 #REF! #REF! P2
No's No. L Qty 189.8316
iV) Toe Wall Details A1 A2 20.0994
Parabolic Toe Wall Length LHS= 10.50 2206.5186
Parabolic Toe Wall Length RHS= 10.50
Length of Toe Wall LHS = 8.00
Length of Toe Wall RHS = 8.00
b3 = 0.7 Parabolic Section 30.00 28.00 8.8 8.6
d2 = 0.3 Volume of Pitching Filter Media = 4.50 4.20
Approach road = 0.0 0.0
IV) Retaining Wall at Structure Portion
=ROUNDUP(((H283*2)-$C$99)
Independent Retaining wall Length LHS = 7.000 M 77549 6
Independent Return wall Length RHS = 6.000 M 77390 6
Independed Return wall Lengths = 0 M
All Dimensions in M 12
Height of retaining wall = 4.938 4.818
Height below Bed level= 1.500 1.500
Total height of retaining wall = 6.438 6.318 14.5 8.5
Base Slab width = 4.950 4.950
Thickness of Base Slab = 0.475 0.475
Top Stem Width= 0.20 0.20
Bottom Stem width= 0.650 0.650
Heel Slab width 2.900 2.900
V) Retaining Wall at Highway appraoch
Independent Retaining wall Length on Daddi side approach = 100 M
Independent Retaining wall Length on approach 60 M
Total Independent Retaining wall Lengths = 160 M
Average Height of retaining wall = 1.50 2.50 3.50 4.50 5.50 6.50 7.50
Height below Bed level= 1.5 1.5 1.5 1.5 1.5 1.5 1.5
Total height of retaining wall = 3.000 4.000 5.000 6.000 7.000 8.000 9.000
Abutment/Pier Cap = 19.931SK 19.931 SK Width
Name of work : Construction of Bridge Across Doni River on Basvanbagewadi Masibnal Donur Neginal MDR at KM 9.50 in Basvanbagewadi Taluk of Vijayapur District
Detailed Estimation
Item No. Description Unit Nos Length Breadth Depth Quantity
1 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 (ii) By Mechanical means (b) Prestressed / RCC grade M-20 & above m3 2343.38
Deduct for Vents 30 7.50 Area= 7.07 -1590.750 PI()*(1.5*1.5)
Return Wall (Nagenahalli Side) 2 54.00 0.50 5.00 270.000
Return Wall (Donur Side) 2 49.00 0.50 5.00 245.000
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 1.5m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 1681.88
Piers Pile Foundation 6 6.45 5.25 2.40 487.62
Independent Retaining wall Type -A1 2 7.60 5.55 1.65 139.19
Independent Retaining wall Type -A2 2 6.60 5.55 1.65 120.88
Retaining wall on Approach-1.5m 1 110.00 3.05 1.65 553.58
Retaining wall on Approach-2.5m 1 0.00 3.60 1.65 0.00
Retaining wall on Approach-3.5m 1 0.00 4.35 1.65 0.00
Retaining wall on Approach-4.5m 1 197.00 5.15 1.65 0.00
Retaining wall on Approach-5.5m 1 187.00 6.00 1.65 0.00
Retaining wall on Approach-6.5m 1 264.00 6.90 1.65 0.00
Retaining wall on Approach-7.5m 1 0.00 7.75 1.65 0.00
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 1.5m including cost of labour, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth;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. Cum 0.00 Change to Weathered Rock
Pier-Open Foundation (P3 to P17) 0 6.90 5.70 1.50 0.00
Independent Retaining wall Type -1 2 7.60 5.55 0.65 0.00
Independent Retaining wall Type A2 2 6.60 5.55 0.65 0.00
Retaining wall on Approach-1.5m 1 110.00 3.05 0.65 218.08
Retaining wall on Approach-2.5m 1 0.00 3.60 0.65 0.00
Retaining wall on Approach-3.5m 1 0.00 4.35 0.65 0.00
Retaining wall on Approach-4.5m 1 197.00 5.15 0.65 0.00
Retaining wall on Approach-5.5m 1 187.00 6.00 0.65 0.00
Retaining wall on Approach-6.5m 1 264.00 6.90 0.65 0.00
Retaining wall on Approach-7.5m 1 0.00 7.75 0.65 0.00
4 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 1.5m including cost of labour, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work. In ordinary/soft rock without blasting Depth exceeding 1.5 m, but not exceeding 3 m;Note: 1) Cost of De-watering upto 7.5 % of (A+B) may be added, where required assessment for dewatering shall be made as per site condition; Cum 0.000
Pier-Open Foundation (P3 to P17) 0 6.90 5.70 1.50 0.00
Independent Retaining wall Type -2 2 6.6 5.55 0.00 0.00
5 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In Ordinary/Soft rock with out blasting Depth exceeding 3m but not exceeding 4.5m by Mechanical Means Cum 0.000
Pier-Open Foundation (P3 to P17) 0 6.9 5.7 -0.45 0.00
3 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during 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, including cost of labour,rolling,water,all materials,usage & all other appurtenaces required to complete the work Cum 1176.39
Abutment Stem back 1 9.600 1.450 1.448 20.16
Abutment Cap back 1 9.600 1.450 0.600 8.35
Dirt Wall portion 1 9.600 1.450 3.040 42.32
Abutment Stem back 1 9.60 1.45 1.328 18.49
Abutment Cap back 1 9.60 1.450 0.60 8.35
Dirt Wall portion 1 9.60 1.450 3.04 42.32
Independent Retaining wall Type -A1 2 7.60 2.900 5.788 255.14
Independent Retaining wall Type A2 2 6.60 2.900 5.668 216.97 612.09 1176.39 -564.30
Retaining wall on Approach-1.5m 1 110.00 1.900 2.70 564.30
Retaining wall on Approach-2.5m 1 0.00 2.200 3.60 0.00
Retaining wall on Approach-3.5m 1 0.00 2.500 4.50 0.00
Retaining wall on Approach-4.5m 1 197.00 2.800 5.40 0.00
Retaining wall on Approach-5.5m 1 187.00 3.050 6.30 0.00
Retaining wall on Approach-6.5m 1 264.00 3.400 7.20 0.00
Retaining wall on Approach-7.5m 1 0.00 3.600 8.10 0.00
4 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. Cum 248.64
Monolithic Return Wall LHS 2 1.45 0.60 4.49 7.81
Monolithic Return Wall RHS 2 1.45 0.60 4.37 7.61
Independent Retaining wall Type -A1 2 7.60 0.60 4.94 45.04
Independent Retaining wall Type A2 2 6.60 0.60 4.82 38.16 149.64 248.64 -99.00
Retaining wall on Approach-1.5m 1 110.00 0.60 1.50 99.00
Retaining wall on Approach-2.5m 1 0.00 0.60 2.50 0.00
Retaining wall on Approach-3.5m 1 0.00 0.60 3.50 0.00
Retaining wall on Approach-4.5m 1 197.00 0.60 4.50 0.00
Retaining wall on Approach-5.5m 1 187.00 0.60 5.50 0.00
Retaining wall on Approach-6.5m 1 264.00 0.60 6.50 0.00
Retaining wall on Approach-7.5m 1 0.00 0.60 7.50 0.00
5 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates Cum 105.08
Open Foundation Piers 0 6.60 5.40 0.15 0.00
Pile Foundation Piers 6 6.50 5.30 0.10 20.67
Independent Retaining wall Type -A1 2 7.60 5.25 0.15 11.97
Independent Retaining wall Type A2 2 6.60 5.25 0.15 10.40
Retaining wall on Approach-1.5m 1 110.00 2.75 0.15 45.38
Retaining wall on Approach-2.5m 1 0.00 3.30 0.15 0.00
Retaining wall on Approach-3.5m 1 0.00 4.05 0.15 0.00
Retaining wall on Approach-4.5m 1 197.00 4.85 0.15 0.00
Retaining wall on Approach-5.5m 1 187.00 5.70 0.15 0.00
Retaining wall on Approach-6.5m 1 264.00 6.60 0.15 0.00
Retaining wall on Approach-7.5m 1 0.00 7.45 0.15 0.00
6 Providing and laying in position Cement Concrete for all Foundation works.(pile Cap) The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.M35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 517.10
7 Formwork, Centering & Scaffloading 4% For Foundation 517.10
7 Providing and laying in position Cement Concrete for all Foundation works.The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.M35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 0.00 517.10
Abutment A1 1 Volume = 78.40 0.00
Abutment A2 1 Volume = 90.40 0.00
Abuments Cap -A1 1 Volume = 11.59 0.00
Abuments Cap -A2 0 Volume = 11.59 0.00
Piers P1 to P17 1 Volume = 0.00 0.00
8 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(up to 5m Height) Cum 166.82
Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates-Beyond 10 m upto 15 m add 14% extra on formwork for staging & base preparation (Above 10m height)
Monolithic return wall A1 2 1.45 0.45 5.000 6.53
Monolithic return wall A2 2 1.45 0.55 5.00 7.98
Pier P1 1 Area 2.545 2.52 6.42
Pier P6 1 Area 2.545 3.35 8.52
Piers Cap (P13) 1 Volume = 177.66 0.00
9 Formwork, Centering & Scaffloading 10% For Substructure Height upto 5m 166.82
10 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates-V -Beyond 5 m upto 10 m add 12% extra on formwork for staging & base preparation(5 to 10m height) Cum 324.80
Monolithic return wall A1 2 1.45 0.45 0.54 0.70
Monolithic return wall A2 2 1.45 0.55 0.42 0.67
Pier P2 1 Area 2.545 1.03 2.61
Pier P3 1 Area 2.545 0.91 2.31
Pier P4 1 Area 2.545 0.67 1.70
Pier P5 1 Area 2.545 0.93 2.38
Piers Cap Rectangular (P1 & P6) 6 8.90 3.00 0.80 128.16
Piers Cap Rectangular (P1 & P6) Stem top Portion 6 2.10 3.00 0.50 18.90
Piers Cap Triangular (P1 & P6) 12 3.40 3.00 0.50 61.20
Abuments Cap -A1 1 10.50 1.92 0.30 6.05
11 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates-Beyond 10 m upto 15 m add 14% extra on formwork for staging & base preparation (Above 10m height) Cum 0.00
Piers 1 Volume = 0.00 0.00
Piers Cap Rectangular (P2 to P5) Stem top Portion 0 2.10 3.00 0.50 0.00
Piers Cap Triangular (P2 to P5) 0 3.40 3.00 0.50 0.00
Abutment Inspection Slab 2 13.70 1.00 0.30 8.22
Pier Inspection Slab 12 23.80 1.00 0.30 85.68
11 Formwork, Centering & Scaffloading 12% For Substructure for 5 to 10m height 324.80
12 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 b) Foundation of Bridges Tonne 125.21
Open Foundation 1 0.00 Wt= 0.1 0.00
Abutment Pile Cap A1 1 85.05 Wt= 0.090 7.65
Abutment Pile Cap A2 1 85.05 Wt= 0.090 7.65
Pier Pile Cap 1 347.00 Wt= 0.100 34.70
Abutment Pile A1 1 78.40 Wt= 0.101 7.92
Abutment Pile A2 1 90.40 Wt= 0.105 9.49
13 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 C) Sub Structure of Bridges Tonne 93.41
Abutment A1+Cap+Dirt wall+Return Wall 1 61.73 Wt= 0.16 9.88
Abutment A2 +Cap+Dirt wall+Return Wall 1 61.11 Wt= 0.16 9.78
14 #REF! Cum 0.00
RCC Slab 0 Volume = 565.95 0.00
Pedestral 0 Volume = 13.61 0.00
15 #REF! Cum 0.00
RCC Slab 0 Volume = 0.00 0.00
Pedestral 0 Volume = 0.00 0.00
Covering Slab 0 245.00 1.64 0.10 0.00
16 #REF! Cum 0.00
Girder 1 Volume = 0.00 0.00
Diaphargm 1 Volume = 0.00 0.00
17 #REF! Cum 0.00
Girder 0 Volume = 0.00 0.00
Diaphargm 0 Volume = 0.00 0.00
18 #REF! Cum 0.00
14 Providing and laying in position 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.(M45 Design Mix Using 20 mm nominal size graded crushed coarse aggregates) Cum 1355.83
End Cross Girder 14 10.50 0.45 1.85 122.38
RCC Slab 1 Volume = 565.95 0.00
15 Providing and laying in position 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.(M 35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates) Cum 581.24
RCC Slab Bearing to Bearing 7 33.40 10.5 0.22 540.08
Pedestral 1 Volume = 0.22 0.22
Girders, Diaphargm 0 Volume = 0.22 0.00
Covering Slab 1 Volume = 0.04 0.04
RCC Slab Expansion joint to Bearing 7 1.60 10.5 0.35 41.16
16 Formwork, Centering & Scaffloading 20% for Super structure and Beyond 5 m upto 10 m add 12% extra on formwork for staging & base preparation 581.24
17 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 D) Super Structure of Bridges Tonne 333.17
PSC-I-Girder & Diaphragm 1 1342.22 Wt= 0.19 255.02
Pedestal-Bow 0 0.00 Wt= 0.18 0.00
18 High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications Tonne 70.75
19 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. h)All other type of Structures Tonne 31.16
Independent retaining wall type-1 1 35.48 Wt= 0.075 2.66
Independent retaining wall type-2 1 29.80 Wt= 0.075 2.23
Retaining wall on Approach-1.5m 1 74.25 Wt= 0.060 4.46
Retaining wall on Approach-2.5m 1 0.00 Wt= 0.060 0.00
Retaining wall on Approach-3.5m 1 0.00 Wt= 0.065 0.00
Retaining wall on Approach-4.5m 0 0.00 Wt= 0.075 0.00
Retaining wall on Approach-5.5m 0 0.00 Wt= 0.080 0.00
Retaining wall on Approach-6.5m 0 0.00 Wt= 0.100 0.00
Retaining wall on Approach-7.5m 1 0.00 Wt= 0.120 0.00
Shuttering Plank 1 96.47 Wt= 0.075 7.24
Footpath Slab 1 165.05 Wt= 0.024 3.96
20 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification No 98
21 #REF! c.c. 0
21 Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved Technical Specifications Tonne 56 280 15680
22 Asphaltic Plug Joint-Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of weldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/backer rod, all as per approved drawings and specifications. m 21.00
23 Strip Seal Expansion Joint-Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. m 84.00
24 Provision of an Reinforced cement concrete crash barrier at the bridge deck & approaches to bridge structure, constructed withReinforced cement concrete with TMT reinforcement conforming to MORT&H specificatios and as per details given in IRC-5 including dowel bars, 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH -33022/1/94-DO III dated 24 June 1994 as per dimensions in the and approved drawing and at locations directed by the Engineer, all as specified (B) Crash Barrier for Bridges (Height 1100 mm) as per details given IRC-5 (fig-2) (Area 0.298 m2 for 1 m length) m 0.00
24 Provision of an Reinforced cement concrete crash barrier at the bridge deck & approaches to bridge structure, constructed withReinforced cement concrete with TMT reinforcement conforming to MORT&H specificatios and as per details given in IRC-5 including dowel bars, 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH -33022/1/94-DO III dated 24 June 1994 as per dimensions in the and approved drawing and at locations directed by the Engineer, all as specified (Crash Barrier for Bridges (Height 950 mm) as per details givenIRC-5 (fig-1) (Area 0.254 m2 for 1 m length) m 0.00
25 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates cum 0
Hand Rail 0 252 Area= 0.302 0
24 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification cum 11.03
25 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) cum 22.05
26 #REF! cum 0.00
Parabolic Section LHS 0 Volume = 9.00 0.00
Parabolic Section RHS 0 Volume = 8.40 0.00
Straight Section LHS 2 0.00 6.44 0.3 0.00
Straight Section RHS 2 0.00 6.44 0.3 0.00
27 #REF! cum 0.00
Parabolic Section LHS 0 Volume = 30.00 0.00
Parabolic Section RHS 0 Volume = 28.00 0.00
Straight Section LHS 2 0.00 6.4380 0.15 0.00
Straight Section RHS 2 0.00 6.4380 0.15 0.00
26 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 Nos /mtr 0.000
Abutment AL 1 10.500 1 4.49 0.000
Abutment AR 1 10.500 1 4.37 0.000
Monolithic Return Wall LHS 2 1.450 1 4.49 0.000
Monolithic Return Wall RHS 2 1.450 1 4.37 0.000
Independent Retaining wall Type-1 2 7.600 1 4.94 0.000
Independent Retaining wall Type-2 2 6.600 1 4.82 0.000
Retaining wall on Approach-1.5m 1 110.00 1 1.5 99.000
Retaining wall on Approach-2.5m 1 0.00 1 2.5 0.000
Retaining wall on Approach-3.5m 1 0.00 1 3.5 0.000
Retaining wall on Approach-4.5m 1 197.00 1 4.5 0.000
Retaining wall on Approach-5.5m 1 187.00 1 5.5 0.000
Retaining wall on Approach-6.5m 1 264.00 1 6.5 0.000
Retaining wall on Approach-7.5m 1 0.00 1 7.5 0.000
26 Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces Sqm 1234.80
Crash Barrier-950mm 1 0.00 Pmtr= 2.5 0
Crash Barrier-1100mm 1 0 Pmtr= 2.8 0
Parapet wall 2 252.00 Pmtr= 2.45 1234.8 2.375
27 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 20.16
Toe Wall Foundation 2 10.50 0.70 0.30 4.41
Stem Rectangular 2 10.50 0.30 0.90 5.67
Rectangular 2 10.50 0.20 0.85 0.00
Toe Wall Foundation 2 10.50 0.70 0.30 4.41
Stem Rectangular 2 10.50 0.30 0.90 5.67
28 Formwork, Centering & Scaffloading 10% for foundation 20.16
29 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates cum 144.94
Independent Retaining wall Type-1
Heel Rectangular 2 7.00 2.90 0.300 12.18
Heel Triangular 0.5 2 7.00 2.90 0.350 7.11
Toe Rectangular 2 7.00 1.40 0.300 5.88
Toe Triangular 0.5 2 7.00 1.40 0.350 3.43
Stem Portion 2 7.00 0.65 0.650 5.92
Independent Retaining wall Type-2 0.00 144.94 -144.94
Heel Rectangular 2 6.00 2.90 0.300 10.44
Heel Triangular 0.5 2 6.00 2.90 0.350 6.09
Toe Rectangular 2 6.00 1.40 0.300 5.04
Toe Triangular 0.5 2 6.00 1.40 0.350 2.94
Stem Portion 2 6.00 0.65 0.650 5.07
Retaining wall on Approach-1.5m
30 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates cum 0.00
Retaining wall on Approach-2.5m 1 0 3.00 0.35 0.00
Retaining wall on Approach 3.5m 1 0 3.75 0.4 0.00
Retaining wall on Approach 4.5m 0 197 4.550 0.45 0.00
Retaining wall on Approach 5.5m 0 187 5.400 0.50 0.00
Retaining wall on Approach 6.5m 0 264 6.300 0.55 0.00
Retaining wall on Approach 7.5m 1 0 7.15 0.6 0.00
Staircase-Vertical post 0 0.25 0.25 1.1 0.00
Heel Rectangular 1 110 1.9 0.3 62.70
Toe Rectangular 1 110 0.25 0.3 8.25
Stem Portion 1 110 0.3 0.3 9.90
30 Formwork, Centering & Scaffloading 10% for Earth retaining structure 144.94
31 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Cost of Formwork included). cum 139.53
Independent Retaining wall Type-1 2 7.00 0.425 5.96 35.48
Independent Retaining wall Type-2 2 6.00 0.425 5.84 29.80 65.28 139.53 -74.25
Retaining wall on Approach-1.5m 1 110 0.25 2.70 74.25
Retaining wall on Approach-2.5m 1 0 0.30 3.60 0.00
Retaining wall on Approach 3.5m 1 0 0.35 4.5 0.00
Retaining wall on Approach 4.5m 0 197 0.4 5.4 0.00
Retaining wall on Approach 5.5m 0 187 0.45 6.3 0.00
Retaining wall on Approach 6.5m 0 264 0.5 7.2 0.00
Retaining wall on Approach 7.5m 1 0 0.55 8.1 0.00
32 Formwork, Centering & Scaffloading 10% for Substruture (height upto 5m) 139.53
33 Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. kg 0.00
Steps (Abutment & Pier Portion)
longitudinal strips 25 X 5mm (Ri 24 0.9 3.47 23.13333333
Transverse strip 25 X 5 mm 23
34 Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row . Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ii)1200 mm dia m 0 20 0.00
33 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 110mm dia., 6 kg/sqcm & class 3 m 10 252.00 2520.00
34 Tar paper-Supplying, and fixing in postion Tarpaper for laying over abutment as Bearing conforming to MoSRT &H Specifications as 1per drawing and Technical Specifications, including cost of all materials, labour, lead, lift,loading, unloading, transportation etc., . complete. Sqm 2 10.50 0.3 6.30
35 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre 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 complete as per specifications MORTH Specification No. 2703,1500,1600 & 1700 Nos 0.00
RCC Hand rail 0 252.00 0.00
37 #REF! Cum. 0.00
34 #REF! Cum. 0.00
35 Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects Cum. 252.00 10.50 0.05 132.30
36 Painting on concrete surface: 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. 9838.76
Girder-End Section 1 140.000 Pmtr= 6.183 865.62 6772.6458 MID 6.183
Girder-Varying Section 1 84.000 Pmtr= 6.478 544.14 6183.0293 END 6.478
Girder-mid Section 1 743.400 Pmtr= 6.773 5034.78 6.773
Abutment-A1 1 10.500 Pmtr= 5.098 53.53 5.10
Abutment-A2 1 10.500 Pmtr= 4.978 52.27 4.98
Abutment Cap 2 10.500 Pmtr= 5.040 105.84 3.12
Pier cap-Trapezoid 6 3.000 Pmtr= 8.170 147.06 96 11.70
37 Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m.Pile diameter-1200 mm m 530.05
Abutment A1 8 Length = 9.80 78.40
Abutment A2 8 Length = 11.30 90.40
Pier P1 5 Length = 12.40 62.00
Pier P2 5 Length = 11.80 59.00
Pier P3 5 Length = 11.90 59.50
Pier P4 5 Length = 11.80 59.00
Pier P5 5 Length = 12.20 61.00
Pier P6 5 Length = 12.15 60.75
38 Supplying, fitting and placing Mild Steel Reinforcement complete as per drawing and technical specification. 38.70 0.006
Abutment A2 8 5.50 0.18 7.92
39 Providing structural steel for super-structure complete as per drawng and technical specification t
PWD CSR 2023-24 Volume 3 Item no 13.23 page no 125
Bow 20 Weight = 5.00 0.00
39 Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV)
VOL-1 Schedule of rates for roads and bridges Sl.no.31,32,34 & 35 Page no 126 & 127 120
a) Initial Load Test on Pile No. 1 1.00 0.60
Vertical load test No. 1 1.00
Horizontal load test
b) Routine Load Test on Pile
Vertical load test No. 1 1.00 No. of Piles 30 0.15
Horizontal load test No. 1 1.00
40 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/Boulder m3 34.24 A1 A2
41 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification m3 17.12 8.676 8.436
42 Painting with synthetic enamel paint bridge No. and span arragements. Painting two coats after fillng the surface with synthetic enamel pant bridge No and span arrangements as per as directed by Engineer. Nos 2 2.00
43 Providing and fixing 25mm diameter steel anchor dowel in hard rock including drilling hole of 32 mm diameter up to 0.75 mtrs depth, placing the dowel in position and effectively grouting the hole with CM 1:1 proportion etc. complete. No.s 0.00 175 170
Rock anchors-Abutment 0 12 0.00 170
Rock anchors-Pier 0 19 0.00
44 Providing and fixing 25mm diameter steel anchor dowel in hard rock including drilling hole of 32 mm diameter up to 0.75 mtrs depth, placing the dowel in position and effectively grouting the hole with CM 1:1 proportion etc. complete. No.s 175 170
43 Tubular Steel Railing on Precast RCC Posts, 1.2 m High Above Ground Level Providing, fencing and erecting 50 mm dia painted steel pipe railing in 3 rows on precast M20 grade RCC vertical posts1.8 m high (1.2 m above GL) with 3 holes 50 mm dia for pipe, fixed 2m centre to, complete as per approved drawing m 0 11 0.00 175 170
43 Providing and laying in position 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) m3 400.12 175 170
PWD CSR 2023-24 V-1 Item no 2.5.2 Page no 16
Shuttering Plank 1 Volume = 96.47 96.47
Footpath Slab 2 252.00 1.25 0.3 189.00
Deduct for Pipe -10 252.00 Area= 0.0095 -23.95
Parapet wall 2 Volume = 69.3 138.60
Staircase-Riser & Thread 0 Volume = 0.007 0.00
Staircase- Waist Slab (Beam) 0 11 0.3 0.3 0.00 4.818 9.636
44 Formwork, Centering & Scaffloading 20% for Super structure and 12% for Super structure 400.12
45 Providing Fusion Bonded Epoxy Coating (FBEC) to TMT Bars as per IS:13620-1993 specifications for a thickness of 175micron & permissible variation of 50micron including testing of coating. FREQUENCY OF TEST OF FUSION BONDED EPOXY COAT a)Coating thickness shall be tested at a frequency of not less than one full length bar every twenty bars for each size b) Continuity of coating shall be determined by testing one full length bar in every twenty bars for each size c) Coating thickness over the whole of the coated bar section shall be determined by sectioning and examining one bar in every 20t for each size. d) For testing adhesion of coating, samples shall be selected from a ch size according to the frequency given as: For all types of bar : Minimum 1 for every diameter or as directed by engineer in charge. (The item is to be operated with prior approval of Superintending Engineer) T
Sl. No., VOL.3, Page No:122, Item No:13.1
ಕಾಮಗಾರಿ ಹೆಸರು: ಬಸವನ ಬಾಗೇವಾಡಿ ತಾಲೂಕಿನ ಮಸಬಿನಾಳ ಡೋಣೂರ ನೇಗಿನಾಳ ಕಿಮಿ 9.50 ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆಯಲ್ಲಿ ಡೋಣಿ ನದಿಗೆ ಸೇತುವೆ ನಿರ್ಮಿಸುವುದು. 5%
kppp sl.no Item No. Description Unit Quantity Rate without Area weightage Rate with Area weightage Amount
1 1 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 (ii) By Mechanical means (b) Prestressed / RCC grade M-20 & above m3 2343.380 393.000 1163.400 2,726,288.29 0.27 1,059.78 1163.4 0.000
PWD Schedule of Rates 2023-2024, VOL.3, Page No:10, Item No:2.8 (ii)(b) 0.00 0.000
NR-01 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 1.5m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m m3 1681.878 102.000 122.190 205,509.33 0.02 79.89 122.19039 0.000
PWD Schedule of Rates 2023-2024, VOL.1, Page No:8, Item No:1.14.1 0.00 0.00 0.000
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 1.5m including cost of labour, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth;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. Cum 0.000 425.000 434.854 0.00 0.00 0.00 434.854035 0.000
4 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 1.5m including cost of labour, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work. In ordinary/soft rock without blasting Depth exceeding 1.5 m, but not exceeding 3 m;Note: 1) Cost of De-watering upto 7.5 % of (A+B) may be added, where required assessment for dewatering shall be made as per site condition; Cum 0.000 463.000 520.283 0.00 0.00 0.00 520.282875 0.000
5 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 1.5m including cost of labour, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work. In ordinary/soft rock without blasting Depth exceeding 3m, but not exceeding 4.5m;Note: 1. Cost of De-watering upto 10 % of (A+B) may be added, where required assessment for dewatering shall be made as per site condition Cum 0.000 453.912 0.00 0.00 0.00 453.911535 0.000
2 3 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during 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, including cost of labour,rolling,water,all materials,usage & all other appurtenaces required to complete the work m 1176.386 1168.000 497.700 585,487.11 0.06 227.59 497.7 0.000
PWD Schedule of Rates 2023-2024, VOL.1, Page No:33, Item No:1.8
3 4 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. Cu.m 248.640 78.000 2810.850 698,889.74 0.07 271.68 2810.85 0.000
PWD Schedule of Rates 2023-2024, VOL.3, Page No:117, Item No:12.4 0.00 0.00 0.000
NR 02 5 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates Cum 105.080 5989.000 6778.744 712,310.37 0.07 276.89 6213.9 -564.844
PWD Schedule of Rates 2023-2024, VOL.1, Page No:15, Item No:2.1.3 0.00 0.00 0.000
NR 03 6 Providing and laying in position Cement Concrete for all Foundation works.(pile Cap) The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.M35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 517.100 6744.000 7581.700 3,920,497.31 0.39 1,524.00 7859.70 277.998
PWD Schedule of Rates 2023-2024, VOL.1, Page No:15, Item No:2.2.6
NR 04 7 Formwork, Centering & Scaffloading 4% For Foundation 517.100 277.998 143,752.77
PWD Schedule of Rates 2023-2024, VOL.1, Page No:, Item No:
7 Providing and laying in position Cement Concrete for all Foundation works.The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.M35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 0.000 7084.000 7859.698 0.00 0.00 0.00 7859.698455 0.000
NR 05 8 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(up to 5m Height) Cum 166.820 7971.152 1,329,750.44 0.13 516.91 8701.846755 730.695
PWD Schedule of Rates 2023-2024, VOL.1, Page No:16, Item No:2.4.5
NR 06 9 Formwork, Centering & Scaffloading 10% For Substructure Height upto 5m 166.820 730.695 121,894.81
PWD Schedule of Rates 2023-2024, VOL.1, Page No:16, Item No:2.6.1
NR 07 10 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates-V -Beyond 5 m upto 10 m add 12% extra on formwork for staging & base preparation(5 to 10m height) Cum 324.801 7084.000 7971.152 2,589,035.72 0.26 1,006.43 8847.985755 876.834
PWD Schedule of Rates 2023-2024, VOL.1, Page No:17, Item No:2.4.5
NR 08 11 Formwork, Centering & Scaffloading 12% For Substructure for 5 to 10m height 324.801 876.834 284,796.30
PWD Schedule of Rates 2023-2024, VOL.1, Page No:16, Item No:2.6.2
11 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates-Beyond 10 m upto 15 m add 14% extra on formwork for staging & base preparation (Above 10m height) Cum 0.000 8994.125 0.00 0.00 0.00 8994.124755 0.000
4 12 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 b) Foundation of Bridges Tonne 125.211 86206.000 91670.250 11,478,105.34 1.15 4,461.85 91670.25 0.000
PWD Schedule of Rates 2023-2024, VOL.1, Page No:18, Item No:2.11 b 218.621 1748.969495 787.5 1,377,313 1,370,023
5 13 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 C) Sub Structure of Bridges Tonne 93.410 86433.000 91908.600 8,585,217.88 0.86 3,337.31 91908.6 0.000 7,290
PWD Schedule of Rates 2023-2024, VOL.1, Page No:18, Item No:2.11 c 218.62
NR 09 14 Providing and laying in position 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.(M45 Design Mix Using 20 mm nominal size graded crushed coarse aggregates) m3 1355.560 6500.486 9270.000 12,566,041.20 1.26 4,884.76 11486.378715 2216.379
PWD Schedule of Rates 2023-2024, VOL.1, Page No:16, Item No:2.5.5
15 Formwork, Centering & Scaffloading 20% for Super structure and 14% for Super structure 1355.560 0.000 0.00
PWD Schedule of Rates 2023-2024, VOL.1, Page No:17, Item No:2.6.3
NR 10 15 Providing and laying in position 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.(M 35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates) m3 581.24 0.000 8163.587 4,745,003.03 0.47 1,844.51 11082.093015 2918.507
PWD Schedule of Rates 2023-2024, VOL.1, Page No:16, Item No:2.5.4
NR 11 16 Formwork, Centering & Scaffloading 20% for Super structure and Beyond 5 m upto 10 m add 12% extra on formwork for staging & base preparation 581.240 2394.672 1,391,879.15
PWD Schedule of Rates 2023-2024, VOL.1, Page No:17, Item No:2.6.2
6 17 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 D) Super Structure of Bridges Tonne 333.168 86658.000 92145.900 30,700,102.18 3.07 11,933.96 92145.9 0.000
PWD Schedule of Rates 2023-2024, VOL.1, Page No:18, Item No:2.11 d
7 18 High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications Tonne 70.751 234217.000 245793.450 17,390,090.29 1.74 6,760.00 245793.45 0.000
PWD Schedule of Rates 2023-2024, VOL.3, Page No:121, Item No:13.1
8 19 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 h) All other type of Structures Tonne 31.157 79011.000 84019.950 2,617,770.25 0.26 1,017.60 84019.95 0.000
PWD Schedule of Rates 2023-2024, VOL.1, Page No:18, Item No:2.11 h
9 20 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification No 98.000 3271.000 3434.550 336,585.90 0.03 130.84 3434.55 0.000
PWD Schedule of Rates 2023-2024, VOL.3, Page No:121, Item No:13.7
10 21 Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved Technical Specifications Tonne 15680.000 329.000 345.450 5,416,656.00 0.54 2,105.60 345.45 0.000
PWD Schedule of Rates 2023-2024, VOL.3, Page No:118, Item No:12.1
11 22 Asphaltic Plug Joint-Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of weldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/backer rod, all as per approved drawings and specifications. m 21.000 1795.000 1884.750 39,579.75 0.00 15.39 1884.75 0.000
PWD Schedule of Rates 2023-2024, VOL.3, Page No:124, Item No:13.16
12 23 Strip Seal Expansion Joint-Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. m 84.000 14291.000 15005.550 1,260,466.20 0.13 489.98 15005.55 0.000
24 Provision of an Reinforced cement concrete crash barrier at the bridge deck & approaches to bridge structure, constructed withReinforced cement concrete with TMT reinforcement conforming to MORT&H specificatios and as per details given in IRC-5 including dowel bars, 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH -33022/1/94-DO III dated 24 June 1994 as per dimensions in the and approved drawing and at locations directed by the Engineer, all as specified (Crash Barrier for Bridges (Height 950 mm) as per details givenIRC-5 (fig-1) (Area 0.254 m2 for 1 m length) m 0.000 4168.000 4095.000 0.00 0.00 0.00 4095 0.000
25 Provision of an Reinforced cement concrete crash barrier at the bridge deck & approaches to bridge structure, constructed withReinforced cement concrete with TMT reinforcement conforming to MORT&H specificatios and as per details given in IRC-5 including dowel bars, 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH -33022/1/94-DO III dated 24 June 1994 as per dimensions in the and approved drawing and at locations directed by the Engineer, all as specified (B) Crash Barrier for Bridges (Height 1100 mm) as per details given IRC-5 (fig-2) (Area 0.298 m2 for 1 m length) m 0.000 0.000 4783.800 0.00 0.00 0.00 4783.8 0.000
PWD Schedule of Rates 2023-2024, VOL.3, Page No:124, Item No:13.19
13 24 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification cum 11.025 6811.000 7063.350 77,873.43 0.01 30.27 7063.35 0.000
PWD Schedule of Rates 2023-2024, VOL.3, Page No:121, Item No:13.8
14 25 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) cum 22.050 11835.000 11761.050 259,331.15 0.03 100.81 11761.05 0.000
26 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 Nos /mtr 0.000 138.000 144.900 0.00 0.00 0.00 144.9 0.000
PWD Schedule of Rates 2023-2024, VOL.3, Page No:122, Item No:13.9
15 26 Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces Sqm 1234.800 84.000 114.450 141,322.86 0.01 54.94 114.45 0.000
PWD Schedule of Rates 2023-2024, VOL.3, Page No:66, Item No:8.1
NR 12 27 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates cum 20.160 6323.000 7083.432 142,801.99 0.01 55.51 7732.75188 649.320
PWD Schedule of Rates 2023-2024, VOL.1, Page No:15, Item No:2.2.1
NR 13 28 Formwork, Centering & Scaffloading 10% for foundation 20.160 649.320 13,090.29
PWD Schedule of Rates 2023-2024, VOL.1, Page No:17, Item No:pg.no.112 sl̤no 11
Nr 14 29 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates cum 144.940 6742.000 7132.686 1,033,811.51 0.10 401.87 7786.521015 653.835
PWD Schedule of Rates 2023-2024, VOL.1, Page No:15, Item No:2.2.3
Nr 15 30 Formwork, Centering & Scaffloading 10% for Earth retaining structure 144.940 653.835 94,766.84
PWD Schedule of Rates 2023-2024, VOL.1, Page No:111, Item No:1 (b)
NR 16 31 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Cost of Formwork included). cum 139.529 7786.521 1,086,446.66 0.11 422.33 7786.521015 0.000
PWD Schedule of Rates 2023-2024, VOL.1, Page No:16, Item No:2.4.3
NR 17 32 Formwork, Centering & Scaffloading 10% for Substruture (height upto 5m) 139.529 653.835 91,229.04
PWD Schedule of Rates 2023-2024, VOL.1, Page No:111, Item No:1 (b)
33 Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. cum 0.000 649.000 113.400 0.00 0.00 0.00 681.45 568.050
Vol No 2 pg no82 11.16.1
16 33 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 110mm dia., 6 kg/sqcm & class 3 m 2520.000 451.000 431.550 1,087,506.00 0.11 422.74 431.55 0.000
Vol-5 BWSSB 2023-24-Item no-10.1.7 page No-112
NR 18 34 Tar paper-Supplying, and fixing in postion Tarpaper for laying over abutment as Bearing conforming to MoSRT &H Specifications as 1per drawing and Technical Specifications, including cost of all materials, labour, lead, lift,loading, unloading, transportation etc., . complete. Sqm 6.300 133.000 133.000 837.90 0.00 0.33 139.65 6.650
PWD NH- 2022-23 Item no 1 Page no 255
35 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre 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 complete as per specifications MORTH Specification No. 2703,1500,1600 & 1700 Each 0.000 2264.000 2173.500 0.00 0.00 0.00 2173.5 0.000
23 35 Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects Cum. 132.300 10954.000 16875.600 2,232,641.88 0.22 867.89 15502.2 -1373.400
PWD Schedule of Rates 2023-2024, VOL.3, Page No:36, Item No:5.16 ( C)
17 36 Painting on concrete surface: 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. Sqm 9838.763 494.550 88.200 867,778.92 0.09 337.33 88.2 0.000
PWD Schedule of Rates 2023-2024, VOL.3, Page No:123, Item No:13.14
18 37 Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m.Pile diameter-1200 mm m 530.050 16552.200 8,773,493.61 0.88 3,410.49 16552.2 0.000
PWD Schedule of Rates 2023-2024, VOL.3, Page No:113, Item No:11.4
19 38 Supplying, fitting and placing Mild Steel Reinforcement complete as per drawing and technical specification. t 38.700 77398.650 2,995,327.76 0.30 1,164.36 77398.65 0.000
PWD Schedule of Rates 2023-2024, VOL.1, Page No:18, Item No:2.12
39 Providing structural steel for super-structure complete as per drawng and technical specification t 0.000 163303.350 0.00 0.00 0.00 163303.35 0.000
NR 21 39 Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV) 0.00 0.00 0.000
VOL-1 Schedule of rates for roads and bridges Sl.no.31,32,34 & 35 Page no 126 & 127 0.00 0.00 0.000
Horizontal load test 0.00 0.00 0.000
Horizontal load test 0.00 0.00 0.000
20 40 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/Boulder m3 34.235 2007.600 68,730.84 0.01 26.72 2007.6 0.000
PWD Schedule of Rates 2023-2024, VOL.3, Page No:129, Item No:14.4
21 41 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification m3 17.118 3187.800 54,567.68 0.01 21.21 3187.8 0.000
PWD Schedule of Rates 2023-2024, VOL.3, Page No:130, Item No:14.5
22 42 Painting with synthetic enamel paint bridge No. and span arragements. Painting two coats after fillng the surface with synthetic enamel pant bridge No and span arrangements as per as directed by Engineer. Nos 2.000 248.850 497.70 0.00 0.19 248.85 0.000
43 Providing and fixing 25mm diameter steel anchor dowel in hard rock including drilling hole of 32 mm diameter up to 0.75 mtrs depth, placing the dowel in position and effectively grouting the hole with CM 1:1 proportion etc. complete. No.s 0.000 1312.500 0.00 0.00 0.00 1312.5 0.000
43 Tubular Steel Railing on Precast RCC Posts, 1.2 m High Above Ground Level Providing, fencing and erecting 50 mm dia painted steel pipe railing in 3 rows on precast M20 grade RCC vertical posts1.8 m high (1.2 m above GL) with 3 holes 50 mm dia for pipe, fixed 2m centre to, complete as per approved drawing m 0.000 4413.150 0.00 0.00 0.00 4413.15 0.000
PWD Schedule of Rates 2023-2024, VOL.3, Page No:125, Item No:13.22
NR 19 43 Providing and laying in position 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) m3 400.120 7713.427 3,086,299.27 0.31 1,199.73 8703.32463 989.898
PWD Schedule of Rates 2023-2024, VOL.1, Page No:16, Item No:2.5.2
NR 20 44 Formwork, Centering & Scaffloading 20% for Super structure and 12% for Super structure 400.120 848.48 339,495.75 -848.484
PWD Schedule of Rates 2023-2024, VOL.1, Page No:17, Item No:2.6.3
45 Providing Fusion Bonded Epoxy Coating (FBEC) to TMT Bars as per IS:13620-1993 specifications for a thickness of 175micron & permissible variation of 50micron including testing of coating. FREQUENCY OF TEST OF FUSION BONDED EPOXY COAT a)Coating thickness shall be tested at a frequency of not less than one full length bar every twenty bars for each size b) Continuity of coating shall be determined by testing one full length bar in every twenty bars for each size c) Coating thickness over the whole of the coated bar section shall be determined by sectioning and examining one bar in every 20t for each size. d) For testing adhesion of coating, samples shall be selected from a ch size according to the frequency given as: For all types of bar : Minimum 1 for every diameter or as directed by engineer in charge. (The item is to be operated with prior approval of Superintending Engineer) Tonne 2,387,547.75 0.24 928.10 0.000 13.77313477
Epoxy Coated Bond
Item No. Description Unit Nos Length Breadth Depth Quantity Rate Amount
1 Providing Fusion Bonded Epoxy Coating (FBEC) to TMT Bars as per IS:13620-1993 specifications for a thickness of 175micron & permissible variation of 50micron including testing of coating. FREQUENCY OF TEST OF FUSION BONDED EPOXY COAT a)Coating thickness shall be tested at a frequency of not less than one full length bar every twenty bars for each size b) Continuity of coating shall be determined by testing one full length bar in every twenty bars for each size c) Coating thickness over the whole of the coated bar section shall be determined by sectioning and examining one bar in every 20t for each size. d) For testing adhesion of coating, samples shall be selected from a ch size according to the frequency given as: For all types of bar : Minimum 1 for every diameter or as directed by engineer in charge. (The item is to be operated with prior approval of Superintending Engineer) T 218.67 2387547.75
Sl. No., VOL.3, Page No:122, Item No:13.1
RATE ANALYSIS FOR EPOXY COATED BOND
PWD Schedule of Rates 2023-2024
Sl. No. Description of Work Vol. No. Page No Item No Unit Basic Rate (Rs.) Over-head Charges Dewatering Charges Total Rate (Rs.) AW( Rs.) G. Total Rate ( Rs.)
1 Providing Fusion Bonded Epoxy Coating (FBEC) to TMT Bars as per IS:13620-1993 specifications for a thickness of 175micron & permissible variation of 50micron including testing of coating. FREQUENCY OF TEST OF FUSION BONDED EPOXY COAT a)Coating thickness shall be tested at a frequency of not less than one full length bar every twenty bars for each size b) Continuity of coating shall be determined by testing one full length bar in every twenty bars for each size c) Coating thickness over the whole of the coated bar section shall be determined by sectioning and examining one bar in every 20t for each size. d) For testing adhesion of coating, samples shall be selected from a ch size according to the frequency given as: For all types of bar : Minimum 1 for every diameter or as directed by engineer in charge. (The item is to be operated with prior approval of Superintending Engineer) VOL.3 122 13.10 T
Sl. No., VOL.3, Page No:122, Item No:13.1
Abutment in Kg Pier In Kg Abutment in Kg Pier In Kg Total
STEEL QUANTITY CALCULATION FOR ABUTMENT L B D
INPUT VALUES FOR MAJOR BRIDGE Pedestral Size = 0.90 0.90 0.3 0.972 Footing depth Ldof pier CAP #REF!
Pile Cap Dimension Abutment Size Pier Shaft Height
Length of Pile Cap = 10.50 M Wall Thickness of Abutment = 1.60 M 5.024 PIER STEM P11 = 8.38 1.80 1 11.18
Breadth of Pile Cap = 4.50 Abutment Height ( ACTL to PCBL) = 4.32 M 4.71 PIER STEM P12 = 8.40 1.80 1 11.20
Depth @ Edge = 1.80 M Confinment Zone From Bot = 0.00 M PIER STEM P21 = 8.34 1.80 1 11.14
Depth @ mid = 1.80 M Return Wall Length = 1.45 M PIER STEM P22 = 8.36 1.80 1 11.16
Area of Pile Cap ( If Irregular Shape ) = 47.25 Sqm Pier Cap Size
Clear Cover to wall/ footing = 0.075 M Abutment Cap @ Longitidunal = 10.50 M 0.492 6L sTrippus 8.40 1.80 1.00 11.20
LD = 40 d Abutment Cap @ Transver = 1.92 M in botttom
Column Clear Cover 0.04 M Abutment Cap Depth @ Tip = 0.60 M
Hook Length = 30 d Pier Cap Depth @ Face = 0.60 M
Pile Dimension Dirt Wall Height = 3.37 0.60
Dia of Pile = 1.2 M 1.84
Area of Pile = 1.1304 Sqm Concrete Qty Summary 0.184 0.09 0.22
Circumberence Length = 3.768 m
Effective Circumberence Length = 3.297 m Pile Cap = 85.05 M3 117.27
Total Length of Pile = 9.7 M Pile ( 1.2m Dia ) = 10.96 M3
Confinment Length = 6.1 M Abutment Wall = 32.22 M3
Weather Rock Length = 3.6 M Abutment Cap = 20.16 M3
Hard Rock Length = 0 M Parapert = 273.35 M3
Socketing Length = 6 M Footpath = 372.75 M3
Bar No Spacing Dia of bar No. of bar No. of Member Total Nos. Shape of Bar a b c Cutting length Total Weight 8 10 12 16 20 25 32 35
Pile Cap Reinforcemet 40 Grade Fct
Steel In Kg 7619.052
5% Wastages 0.000
Total Steel In Kg 7619.052
Total Concrete Qty in Cum 85.05
Total Steel Qty in Kg/ Cum 90.0 90
Abutment Wall Stem Reinforcement Kg/m3 94.5
Abutment Cap Reinforcement 6.122 32.22 190.0
10b 10 20 2 40 Top and Bottom of Cap 0 10.35 0 10.35 255.438
10c 10 3 2 6 Top and Bottom of Cap 0 10.35 0 10.35 38.316
10d 10 4 1 4 Top and Bottom of Cap 0 10.35 0 10.35 25.544
Return Wall Reinforcement 1.2963519
Return wall 11 150 16 29 2 58 Horizontal Bar Earth face 0.15 1.30 0.15 1.6 146
11a 150 12 29 2 58 Horizontal Bar Non Earth face 0.15 1.30 0.15 1.6 82
DIRT WALL 0.59513016
DIRT WALL 15 12 4 1 4 Top and Bottom of Cap 0 10.35 0 10.35 36.763
15A 10 4 1 4 Top and Bottom of Cap 0 10.35 0 10.35 25.544
18 200 10 17 2 34 Joint of Return wall and Dirt 0 2.00 0 2.00 41.956
Pedestral Reinforcemet 0.96643828
Steel In Kg 0.000
5% Wastages 0.000
Total Steel In Kg 0.000
Total Concrete Qty in Cum 0.24 13.608 0.243
Total Steel Qty in Kg/ Cum 0.0
Pile Reinforcemet 0.000 85.05 0.0 Kg/m3
Steel In Kg 7824.329
Total Concrete Qty in Cum 77.60
Total Steel Qty in Kg/ Cum 101.0 101
Baracket Reinforcemet 7.824 77.60 100.8 Kg/m3 846.9634753
Total Steel Qty of Abutment (Including Dirt wall,Bracket,Abutment Cap,Return wall) Kg 9249.695 63.680 Wt= 145.2527431 18.23821709
Total Steel Qty of Abutment (Including Dirt wall,Bracket,Abutment Cap,Return wall) Cum 57.624 221.682 -7405.195 -7775.454506 35.45 1256.3 1440 1776.182 0 0 8 0.395
Total Concrete Qty of Abutment (Including Dirt wall,Bracket,Abutment Cap,Return wall) Kg/Cum 160 -14810.39 114.49 -67913.83096 0.617 0.888 1.578 2.466 3.853 6.313 10 0.617
STEEL QUANTITY CALCULATION FOR RCC Pier With Pile Foundation L B D
INPUT VALUES FOR MAJOR BRIDGE Pedestral Size = 0.90 0.90 0.3 0.243 Footing depth Ldof pier CAP #REF!
Pile Cap Dimension Pier Size Pier Shaft Height
Length of Pile Cap = 6.30 M Dia of Pier ( Circular Pier = 1.80 M 5.652 PIER STEM P11 = 8.38 1.80 1 11.18
Breadth of Pile Cap = 5.10 M Pier Height ( PCTL to PCBL) = 8.97 M 5.34 PIER STEM P12 = 8.40 1.80 1 11.20
Depth @ Edge = 1.80 M Confinment Zone From Bot = 0.62 M PIER STEM P21 = 8.34 1.80 1 11.14
Depth @ mid = 1.80 M Pier Cap Size PIER STEM P22 = 8.36 1.80 1 11.16
Area of Pile Cap ( If Irregular Shape ) = 32.12 Sqm
Clear Cover to wall/ footing = 0.075 M Pier Cap @ Longitidunal = 3.00 M 0.492 6L sTrippus 8.40 1.80 1.00 11.20
LD = 40 d Pier Cap @ Transver = 8.90 M 2.2 in botttom
Column Clear Cover 0.04 M Pier Cap Depth @ Tip = 0.80 M
Hook Length = 30 d Pier Cap Depth @ Face = 1.30 M 32.13
Pile Dimension 1.05
Dia of Pile = 1.2 M
Area of Pile = 1.1304 Sqm Concrete Qty Summary
Circumberence Length = 3.768 m
Effective Circumberence Length = 3.297 m Pile Cap = 57.81 M3
Total Length of Pile = 15 M Pile ( 1.2m Dia ) = 16.96 M3
Confinment Length = 8.4 M Pier ( 2.5m Dia ) = 14.92 M3
Weather Rock Length = 6.6 M Pier Cap = 30.14 M3
Hard Rock Length = 0 M Parapert = 273.35 M3
Socketing Length = 3.6 M Footpath = 372.75 M3
Bar No Spacing Dia of bar No. of bar No. of Member Total Nos. Shape of Bar a b c Cutting length Total Weighth 8 10 12 16 20 25 32 35
Pile Cap Reinforcement 40 Grade Fct
7 150 12 3 1 3 Bursting Reinforcement 0.25 11.25 0.25 11.75 31.302
Steel Qty in MT = 5.733
Concrete Qty in Cum = 57.81
Steel in kg/Cum = 99.2
Steel in kg/Cum = 100 100
Pile Reinforcement Kg/m3
Steel Qty in MT = 2.396
Length in m = 15.00
Steel in kg/m = 159.77
Steel in kg/Cum = 160 160.000
Pier Stem Reinforcemet Kg/m3
Steel Qty in MT 3.681
Concrete Qty in Cum 14.92
Steel in kg/Cum 246.7
Steel in kg/Cum with 5% wastage 245
Pier Cap Reinforcemet Kg/m3
Steel Qty in MT 9.427 62.104
Concrete Qty in Cum 47.183
Steel in kg/Cum 200 200 291.7172619 Kg/m3
Pedestral Reinforcemet
Steel Qty in MT 0.046
Concrete Qty in Cum 0.243
Steel in kg/Cum 190.1
Steel in kg/Cum 190 190 0
Parapet Wall Reinforcemet Kg/m3
Steel Qty in MT 18.613
Concrete Qty in Cum 273.350
Steel in kg/Cum 70.0
Foot path Slab Reinforcemet Kg/m3
Steel Qty in MT 8.759
Concrete Qty in Cum 372.750
Steel in kg/Cum 24.0
Steel in kg/Cum with 5% wastage 24 24
Steel Required per Kg/m3 = 25 3.853
Name of work : Construction of Bridge Across Doni River on Basvanbagewadi Masibnal Donur Neginal MDR at KM 9.50 in Basvanbagewadi Taluk of Vijayapur District
RATE ANALYSIS FOR BRIDGE
PWD Schedule of Rates 2023-2024
Sl. No. Description of Work Vol. No. Page No Item No Unit Basic Rate (Rs.) Over-head Charges Dewatering Charges Total Rate (Rs.) AW( Rs.) G. Total Rate ( Rs.)
1 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 (ii) By Mechanical means (b) Prestressed / RCC grade M-20 & above VOL.3 10 2.8 (ii)(b) m3 1,108.00 1,108.00 55.400 1,163.40
PWD Schedule of Rates 2023-2024, VOL.3, Page No:10, Item No:2.8 (ii)(b)
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 1.5m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m VOL.1 8 1.14.1 m3 102.00 9.27 5.10 116.37 5.82 122.19
PWD Schedule of Rates 2023-2024, VOL.1, Page No:8, Item No:1.14.1
3 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during 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, including cost of labour,rolling,water,all materials,usage & all other appurtenaces required to complete the work VOL.1 33 1.8 m3 474.00 474.00 23.700 497.70
PWD Schedule of Rates 2023-2024, VOL.1, Page No:33, Item No:1.8
4 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. VOL.3 117 12.4 m3 2,677.00 2,677.00 133.85 2,810.85
PWD Schedule of Rates 2023-2024, VOL.3, Page No:117, Item No:12.4
5 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates VOL.1 15 2.1.3 m3 5,918.00 537.95 6,455.95 322.797 6,778.74
PWD Schedule of Rates 2023-2024, VOL.1, Page No:15, Item No:2.1.3
6 Providing and laying in position Cement Concrete for all Foundation works.(pile Cap) The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.M35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates VOL.1 15 2.2.6 m3 6,619.00 601.667 7,220.67 361.033 7,581.70
PWD Schedule of Rates 2023-2024, VOL.1, Page No:15, Item No:2.2.6
7 Formwork, Centering & Scaffloading 4% For Foundation VOL.1 264.76 264.76 13.238 278.00
PWD Schedule of Rates 2023-2024, VOL.1, Page No:, Item No:
8 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(up to 5m Height) VOL.1 16 2.4.5 m3 6,959.00 632.573 7,591.57 379.579 7,971.15
PWD Schedule of Rates 2023-2024, VOL.1, Page No:16, Item No:2.4.5
9 Formwork, Centering & Scaffloading 10% For Substructure Height upto 5m VOL.1 16 2.6.1 695.90 695.90 34.795 730.70
PWD Schedule of Rates 2023-2024, VOL.1, Page No:16, Item No:2.6.1
10 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates-V -Beyond 5 m upto 10 m add 12% extra on formwork for staging & base preparation(5 to 10m height) VOL.1 17 2.4.5 m3 6,959.00 632.573 7,591.57 379.579 7,971.15
PWD Schedule of Rates 2023-2024, VOL.1, Page No:17, Item No:2.4.5
11 Formwork, Centering & Scaffloading 12% For Substructure for 5 to 10m height VOL.1 16 2.6.2 835.08 835.08 41.754 876.83
PWD Schedule of Rates 2023-2024, VOL.1, Page No:16, Item No:2.6.2
12 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 b) Foundation of Bridges VOL.1 18 2.11 b Tonne 87,305.00 87,305.00 4365.250 91,670.25
PWD Schedule of Rates 2023-2024, VOL.1, Page No:18, Item No:2.11 b
Providing anti-corrosive treatment to TMT reinforcement with Fusion Bonded Epoxy Coating (FBEC) vol3 104 14.12 kg 750.00 750.00 37.500 787.50
13 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 C) Sub Structure of Bridges VOL.1 18 2.11 c Tonne 87,532.00 87,532.00 4376.600 91,908.60
PWD Schedule of Rates 2023-2024, VOL.1, Page No:18, Item No:2.11 c
14 Providing and laying in position 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.(M45 Design Mix Using 20 mm nominal size graded crushed coarse aggregates) VOL.1 16 2.5.5 m3 9,270.00
PWD Schedule of Rates 2023-2024, VOL.1, Page No:16, Item No:2.5.5
15 Formwork, Centering & Scaffloading 20% for Super structure and 14% for Super structure VOL.1 17 2.6.3 0.00 0.00 0.000 0.00
PWD Schedule of Rates 2023-2024, VOL.1, Page No:17, Item No:2.6.3
15 Providing and laying in position 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.(M 35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates) VOL.1 16 2.5.4 m3 7,127.00 647.844 7,774.84 388.742 8,163.59
PWD Schedule of Rates 2023-2024, VOL.1, Page No:16, Item No:2.5.4
16 Formwork, Centering & Scaffloading 20% for Super structure and Beyond 5 m upto 10 m add 12% extra on formwork for staging & base preparation VOL.1 17 2.6.2 2,280.64 2,280.64 114.032 2,394.67
PWD Schedule of Rates 2023-2024, VOL.1, Page No:17, Item No:2.6.2
17 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 D) Super Structure of Bridges VOL.1 18 2.11 d Tonne 87,758.00 87,758.00 4387.900 92,145.90
PWD Schedule of Rates 2023-2024, VOL.1, Page No:18, Item No:2.11 d
18 High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications VOL.3 121 13.1 Tonne 234,089.00 234,089.00 11704.450 245,793.45
PWD Schedule of Rates 2023-2024, VOL.3, Page No:121, Item No:13.1
19 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 h) All other type of Structures VOL.1 18 2.11 h Tonne 80,019.00 80,019.00 4000.950 84,019.95
PWD Schedule of Rates 2023-2024, VOL.1, Page No:18, Item No:2.11 h
20 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification VOL.3 121 13.7 No. 3,271.00 3,271.00 163.550 3,434.55
PWD Schedule of Rates 2023-2024, VOL.3, Page No:121, Item No:13.7
21 Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved Technical Specifications VOL.3 118 12.10 Tonne 329.00 329.00 16.450 345.45
PWD Schedule of Rates 2023-2024, VOL.3, Page No:118, Item No:12.1
22 Asphaltic Plug Joint-Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of weldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/backer rod, all as per approved drawings and specifications. VOL.3 124 13.16 m 1,795.00 1,795.00 89.750 1,884.75
PWD Schedule of Rates 2023-2024, VOL.3, Page No:124, Item No:13.16
23 Strip Seal Expansion Joint-Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. VOL.3 124 13.19 m 14,291.00 14,291.00 714.550 15,005.55
PWD Schedule of Rates 2023-2024, VOL.3, Page No:124, Item No:13.19
24 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification VOL.3 121 13.8 m3 6,727.00 6,727.00 336.350 7,063.35
PWD Schedule of Rates 2023-2024, VOL.3, Page No:121, Item No:13.8
25 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) VOL.3 122 13.9 m3 11,201.00 11,201.00 560.050 11,761.05
PWD Schedule of Rates 2023-2024, VOL.3, Page No:122, Item No:13.9
26 Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces VOL.3 66 8.10 m2 109.00 109.00 5.450 114.45
PWD Schedule of Rates 2023-2024, VOL.3, Page No:66, Item No:8.1
27 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates VOL.1 15 2.2.1 m3 6,184.00 562.126 6,746.13 337.306 7,083.43
PWD Schedule of Rates 2023-2024, VOL.1, Page No:15, Item No:2.2.1
28 Formwork, Centering & Scaffloading 10% for foundation VOL.1 17 pg.no.112 sl̤no 11 618.40 618.40 30.920 649.32
PWD Schedule of Rates 2023-2024, VOL.1, Page No:17, Item No:pg.no.112 sl̤no 11
29 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates VOL.1 15 2.2.3 m3 6,227.00 566.034 6,793.03 339.652 7,132.69
PWD Schedule of Rates 2023-2024, VOL.1, Page No:15, Item No:2.2.3
30 Formwork, Centering & Scaffloading 10% for Earth retaining structure VOL.1 111 1 (b) 622.70 622.70 31.135 653.84
PWD Schedule of Rates 2023-2024, VOL.1, Page No:111, Item No:1 (b)
31 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Cost of Formwork included). VOL.1 16 2.4.3 m3 6,227.00 566.034 6,793.03 339.652 7,132.69
PWD Schedule of Rates 2023-2024, VOL.1, Page No:16, Item No:2.4.3
32 Formwork, Centering & Scaffloading 10% for Substruture (height upto 5m) VOL.1 111 1 (b) 622.70 622.70 31.135 653.84
PWD Schedule of Rates 2023-2024, VOL.1, Page No:111, Item No:1 (b)
33 Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. 82 11.16.1 kg 108.00 108.00 5.400 113.40
Vol No 2 pg no82 11.16.1
33 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 110mm dia., 6 kg/sqcm & class 3 VOL.5 113 10.1.7 m 411.00 411.00 20.550 431.55
Vol-5 BWSSB 2023-24-Item no-10.1.7 page No-112
34 Tar paper-Supplying, and fixing in postion Tarpaper for laying over abutment as Bearing conforming to MoSRT &H Specifications as 1per drawing and Technical Specifications, including cost of all materials, labour, lead, lift,loading, unloading, transportation etc., . complete. VOL.3 255 1 m2 133.00 133.00 133.00
PWD NH- 2022-23 Item no 1 Page no 255
35 Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects VOL.3 36 5.16 ( C) m3 16,072.00 16,072.00 803.600 16,875.60
PWD Schedule of Rates 2023-2024, VOL.3, Page No:36, Item No:5.16 ( C)
36 Painting on concrete surface: 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. VOL.3 123 13.14 m2 84.00 84.00 4.200 88.20
PWD Schedule of Rates 2023-2024, VOL.3, Page No:123, Item No:13.14
37 Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m.Pile diameter-1200 mm VOL.3 113 11.40 m 15,764.00 15,764.00 788.200 16,552.20
PWD Schedule of Rates 2023-2024, VOL.3, Page No:113, Item No:11.4
38 Supplying, fitting and placing Mild Steel Reinforcement complete as per drawing and technical specification. VOL.1 18 2.12 Tonne 73,713.00 73,713.00 3685.650 77,398.65
PWD Schedule of Rates 2023-2024, VOL.1, Page No:18, Item No:2.12
39 Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV) VOL.1 18 31,32,34 & 35
VOL-1 Schedule of rates for roads and bridges Sl.no.31,32,34 & 35 Page no 126 & 127
a) Initial Load Test on Pile
Horizontal load test 50,000.00 50,000.00 2500.000 52,500.00
b) Routine Load Test on Pile
Horizontal load test 50,000.00 50,000.00 2500.000 52,500.00
40 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/Boulder VOL.3 129 14.4 m3 1,912.00 1,912.00 95.600 2,007.60
PWD Schedule of Rates 2023-2024, VOL.3, Page No:129, Item No:14.4
41 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification VOL.3 130 14.50 m3 3,036.00 3,036.00 151.800 3,187.80
PWD Schedule of Rates 2023-2024, VOL.3, Page No:130, Item No:14.5
42 Painting with synthetic enamel paint bridge No. and span arragements. Painting two coats after fillng the surface with synthetic enamel pant bridge No and span arrangements as per as directed by Engineer. VOL.3 125 13.22 No.s 237.00 237.00 11.850 248.85
PWD Schedule of Rates 2023-2024, VOL.3, Page No:125, Item No:13.22
43 Providing and laying in position 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) VOL.1 16 2.5.2 m3 6,734.00 612.121 7,346.12 367.306 7,713.43
PWD Schedule of Rates 2023-2024, VOL.1, Page No:16, Item No:2.5.2
44 Formwork, Centering & Scaffloading 20% for Super structure and 12% for Super structure VOL.1 17 2.6.3 808.08 808.08 40.404 848.48
PWD Schedule of Rates 2023-2024, VOL.1, Page No:17, Item No:2.6.3
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. (ii) By Mechanical Means using Dozer a) In area of light jungle VOL.3 9 2.4 100 m2 393.00 393.00 19.65 412.65
PWD Schedule of Rates 2023-2024, VOL.3, Page No:9, Item No:2.4
4 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification VOL.3 117 12.3 (A) m3 1,168.00 1,168.00 58.4 1,226.40
PWD Schedule of Rates 2023-2024, VOL.3, Page No:117, Item No:12.3 (A)
13 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates-Beyond 10 m upto 15 m add 14% extra on formwork for staging & base preparation (Above 10m height) VOL.1 17 2.4.5 m3 6,959.00 632.573 7,591.57 379.579 7,971.15
PWD Schedule of Rates 2023-2024, VOL.1, Page No:17, Item No:2.4.5
14 Formwork, Centering & Scaffloading 14% For Substructure for above 10m height VOL.1 17 2.6.3 974.26 974.26 48.713 1,022.97
PWD Schedule of Rates 2023-2024, VOL.1, Page No:17, Item No:2.6.3
22 High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications VOL.3 121 13.1 Tonne 234,089.00 234,089.00 11704.450 245,793.45
PWD Schedule of Rates 2023-2024, VOL.3, Page No:121, Item No:13.1
23 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 h) All other type of Structures VOL.1 18 2.11 h Tonne 80,019.00 80,019.00 4000.950 84,019.95
PWD Schedule of Rates 2023-2024, VOL.1, Page No:18, Item No:2.11 h
24 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification VOL.3 121 13.70 No. 3,271.00 3,271.00 163.550 3,434.55
PWD Schedule of Rates 2023-2024, VOL.3, Page No:121, Item No:13.7
28 Provision of an Reinforced cement concrete crash barrier at the bridge deck & approaches to bridge structure, constructed withReinforced cement concrete with TMT reinforcement conforming to MORT&H specificatios and as per details given in IRC-5 including dowel bars, 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH -33022/1/94-DO III dated 24 June 1994 as per dimensions in the and approved drawing and at locations directed by the Engineer, all as specified (Crash Barrier for Bridges (Height 950 mm) as per details givenIRC-5 (fig-1) (Area 0.254 m2 for 1 m length) VOL.3 123 13.13 (A) m 3,900.00 3,900.00 195.000 4,095.00
PWD Schedule of Rates 2023-2024, VOL.3, Page No:123, Item No:13.13 (A)
Rate Analysis 5%
Item No. SR Details Description Unit Rate, Rs. Form work and Scaffolding charges/Dewatering Charges/Overhead Charges Issue rates 08.10.2025/06.01.2026 Issue rate + form work cost Deduct 18% GST Area Specific Loading 5% Amount, Rs. Steel per T 52880
1 PWD SR 2023-24 V-3 Item no 2.5(ii)A Page no 09 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. ii) By Mechanical Means using Motor Grader 100 Sqm 393.00 19.65 412.65 139,983.00 2.60 By Mechanical Means using Motor Grader
1 PWD CSR 2023-24 V-III Item no 2.4 Page no 9 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. (ii) By Mechanical Means using Dozer a) In area of light jungle 100 m2 393.00 19.65 412.65
2 PWD CSR 2023-24 V-1 Item no 1.14.1 Page no 08 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 1.5m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m 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 m3 102.00 0.14 116.37 5.82 122.19 14.09 Cement Per Bag 280 5.6
3 PWD CSR 2023-24 V-1 Item no 1.15.1 Page no 08 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 1.5m including cost of labour, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth;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. m3 363.00 0.14 414.15 20.71 434.85 14.09
4 PWD CSR 2023-24 V-1 Item no 1.15.2 Page no 08 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 1.5m including cost of labour, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work. In ordinary/soft rock without blasting Depth exceeding 1.5 m, but not exceeding 3 m;Note: 1) Cost of De-watering upto 7.5 % of (A+B) may be added, where required assessment for dewatering shall be made as per site condition; m3 425.00 0.17 495.51 24.78 520.28 14.09
5 PWD CSR 2023-24 V-1 Item no 1.15.3 Page no 08 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 1.5m including cost of labour, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work. In ordinary/soft rock without blasting Depth exceeding 3m, but not exceeding 4.5m;Note: 1. Cost of De-watering upto 10 % of (A+B) may be added, where required assessment for dewatering shall be made as per site condition m3 363.00 0.19 432.30 21.61 453.91 14.09
3 PWD SR 2023-24 Volume 3 Item no 12.3 (A) page no 117 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification m3 1,168.00 58.40 1,226.40
4 PWD CSR 2023-24 V-3 Item no 12.4 Page no 117 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. m3 2,677.00 133.85 2,810.85
5 PWD CSR 2023-24 Volume-1 Item no- 2.1.3 Page no-15 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.(2.1.3) Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates m3 5,989.00 5,918.00 295.90 6,213.90
6 PWD CSR 2023-24 V-1 Item no2.2.6 Page no 15 Providing and laying in position Cement Concrete for all Foundation works.(pile Cap) The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.M35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m3 6,744.00 0.13 6,619.00 7,485.43 374.27 7,859.70 13.09
7 PWD CSR 2023-24 V-1 Item no2.2.6 Page no 15 Providing and laying in position Cement Concrete for all Foundation works.The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.M35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6,744.00 0.13 6,619.00 7,485.43 374.27 7,859.70 13.09
7 PWD CSR 2023-24 Volume 1 Item no 2.4.5(2.6.1) page no 16 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(up to 5m Height) m3 7,084.00 0.19 6,959.00 8,287.47 414.37 8,701.85 13.09
8 PWD CSR 2023-24 Volume 1 Item no 2.4.5(2.6.2) page no 17 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates-V -Beyond 5 m upto 10 m add 12% extra on formwork for staging & base preparation(5 to 10m height) m3 7,084.00 0.21 6,959.00 8,426.65 421.33 8,847.99 13.09
9 PWD CSR 2023-24 Volume 1 Item no 2.4.5(2.6.3) page no 17 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates-Beyond 10 m upto 15 m add 14% extra on formwork for staging & base preparation (Above 10m height) Cum 7,084.00 0.23 6,959.00 8,565.83 428.29 8,994.12 13.09
10 PWD CSR 2023-24 Volume 1 Item no 2.11b page no 18 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 b) Foundation of Bridges Tonne 86,206.00 87,305.00 4,365.25 91,670.25
11 PWD CSR 2023-24 Volume 1 Item no 2.11c) page no 18 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 C) Sub Structure of Bridges t 86,433.00 87,532.00 4,376.60 91,908.60 88059
12 PWD CSR 2023-24 V-1 Item no 2.5.5 Page no 16 Providing and laying in position 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.(M45 Design Mix Using 20 mm nominal size graded crushed coarse aggregates) m3 7,522.00 0.48 7,387.00 10,939.41 546.97 11,486.38 48.09 0.4809
13 PWD CSR 2023-24 V-1 Item no 2.5.4 Page no 16 Providing and laying in position 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.(M 35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates) m3 7,252.00 0.48 7,127.00 10,554.37 527.72 11,082.09 48.09 0.4809 Check Superstructure height as above 10m
14 PWD CSR 2023-24 Volume 1 Item no 2.11d) page no 18 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 D) Super Structure of Bridges t 86,658.00 87,758.00 4,387.90 92,145.90
15 PWD CSR 2023-24 Volume 3 Item no 13.1 page no 121 High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications Tonne 234,217.00 234,089.00 11,704.45 245,793.45
16 PWD CSR 2023-24 Volume 1 Item no 2.11h) page no 18 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 h) All other type of Structures t 79,011.00 80,019.00 4,000.95 84,019.95
17 PWD SR 2023-24 Volume 3 Item no 13.7 page no 121 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification No 3,271.00 163.55 3,434.55
18 PWD SR 2023-24 Volume 3 Item no 12.10 page no 118 Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved Technical Specifications t 329.00 16.45 345.45
19 PWD SR 2023-24 Volume 3 Item no 13.16 page no 124 Asphaltic Plug Joint-Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of weldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/backer rod, all as per approved drawings and specifications. m 1,795.00 89.75 1,884.75
20 PWD SR 2023-24 Volume 3 Item no 13.19 page no 124 Strip Seal Expansion Joint-Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. m 14,291.00 714.55 15,005.55
21 PWD SR 2023-24 Volume 3 Item no 13.13(A) page no 123 Provision of an Reinforced cement concrete crash barrier at the bridge deck & approaches to bridge structure, constructed withReinforced cement concrete with TMT reinforcement conforming to MORT&H specificatios and as per details given in IRC-5 including dowel bars, 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH -33022/1/94-DO III dated 24 June 1994 as per dimensions in the and approved drawing and at locations directed by the Engineer, all as specified (Crash Barrier for Bridges (Height 950 mm) as per details givenIRC-5 (fig-1) (Area 0.254 m2 for 1 m length) m 4,168.00 3,900.00 195.00 4,095.00
22 PWD SR 2023-24 Volume 3 Item no 13.8 page no 121 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification m3 6,811.00 6,727.00 336.35 7,063.35
23 PWD SR 2023-24 Volume 3 Item no 13.9 page no 122 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant m3 11,385.00 11,201.00 560.05 11,761.05 352.8
24 PWD SR 2023-24 V-3 Item no 11.40 Page no 113 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 m 138.00 6.90 144.90
25 PWD SR for Road & Bridges 2023-24 Volume-3 Item no-8.10 Page no-66 Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces m2 109.00 5.45 114.45
26 PWD CSR 2023-24 Volume-1,Item no- 2.2.1, Page no-15 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Cost of Formwork included). m3 6,287.00 0.19 6,184.00 7,364.53 368.23 7,732.75 6852.384
27 PWD CSR 2023-24 Volume-1,Item no- 2.2.3, Page no-15 (Formwork/Overhead charges Volume-1 Item no-1(b) Page No-111) Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.(2.2.3) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Cost of Formwork included). m3 6,336.00 0.19 6,227.00 7,415.73 370.79 7,786.52 6852.384
28 PWD CSR 2023-24 Volume-1 Item no- 2.4.3 Page no-16 (Formwork/Overhead charges Volume-1 Item no-10 Page No-111) Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.(2.4.3) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Cost of Formwork included). m3 6,336.00 0.19 6,227.00 7,415.73 370.79 7,786.52
29 PW,P&IWTD, Belagavi circle, SoR, 2018-2019, Items No. 37.41.3, Page No. 269 Diversion of water course by providing Coffer dams or bunds or islands as may be necessary for piers and abutments foundations, bailing out or pumping water during excavation and until completion etc., including cost of materials, labour, HOM complete as per specifications. beyond 3.00 mtrs depth upto & including 4.5m depth m3 649.00 32.45 681.45
30 PWD CSR 2023-24 Item no 94 Page no A-12 Providing, laying, fixing PVC pipe of approved quality in footpath kerb & crash barrier as per drawing and direction of the Engineer all complete (110mm Dia) m 155.00 7.75 162.75
31 PWD NH- 2021-22 Item no 1 Page no 255 Tar paper-Supplying, and fixing in postion Tarpaper for laying over abutment as Bearing conforming to MoSRT &H Specifications as 1per drawing and Technical Specifications, including cost of all materials, labour, lead, lift,loading, unloading, transportation etc., . complete . Sqm 133.00 6.65 139.65
32 PWD SR for Road & Bridges 2023-24 Volume-3 Item no-13.5 Page no-121 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre 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 complete as per specifications MORTH Specification No. 2703,1500,1600 & 1700 m 2264 2,070.00 103.50 2,173.50
33 PWD SR for Road & Bridges 2023-24 Volume-3 Item no-5.14 (C) Page no-36 Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.2 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects m3 10626 14764 738.20 15,502.20
34 PWD CSR 2023-24 V-3 Item no 13.14 Page no 123 Painting on concrete surface: 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. Sqm 84.00 4.20 88.20
35 PWD SR 2023-24 V-3 Item no 11.40 Page no 113 Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m.Pile diameter-1200 mm m 15,925.00 15,764.00 788.20 16,552.20 352.8
36 PWD CSR 2023-24 Volume-1 Item no 2.12 Page no 18 Supplying, fitting and placing Mild Steel Reinforcement complete as per drawing and technical specification. t 73,713.00 3,685.65 77,398.65
37 PWD CSR 2023-24 Volume 3 Item no 13.23 page no 125 Providing structural steel for super-structure complete as per drawng and technical specification t 171,183.00 155,527.00 7,776.35 163,303.35
38 VOL-1 Schedule of rates for roads and bridges Sl.no.31,32,34 & 35 Page no 126 & 127 Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV)
a) Initial Load Test on Pile
Vertical load test 850,000.00 42,500.00 892,500.00
Horizontal load test 50,000.00 2,500.00 52,500.00
b) Routine Load Test on Pile
Vertical load test 850,000.00 42,500.00 892,500.00
Horizontal load test 50,000.00 2,500.00 52,500.00
32 VOL-1 Commom SR for Engineering departments Item code 14.7 Page no 103 Providing, fitting and fixing mild steel railing complete as per drawing and Technical Specification m 3,970.00 198.50 4,168.50 470 568 -98 58933 45645
33 VOL-1 Commom SR for Engineering departments Item code 2.5.3 Page no 17 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Hand Rail) Cum 6,697.00
44 Data Rate as per Old SR #REF! Cum #REF! 0.39 #REF! #REF! #REF!
45 NH SOR_2021-2022 Item No. 7.07, Page No 92 Geosynthetic Drainage Composite: Supplying & laying of drainage composite for use behind walls, between two different fills, alongside drains of road, below concrete lining of canals etc. Geocomposite for planar drainage, realized by thermobonding a draining core in extruded monofilaments with two filtering nonwoven geotextiles that may also be working as separation or protecting layers. The draining three dimensional core will have a "W" configuration as longitudinal parallel channels. Minimum thickness to be 7.2mm, with two filtering UVstabilized polypropylene nonwoven geotextile of minimum thickness of 0.75 mm having pores of 150 micron with mass per unit area of 740 gsm, supplied in the form of roll for easy transportation to site of work as per detailed specification all complete as per directions of Engineer in charge, including cost of all materials all labour, usage charges of all machinery, all lead, lifts, loading; unloading transporting etc., complete. Sqm 78.00 78.00
#REF! PWD CSR 2023-24 Volume 1 Item no 2.11b page no 18 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 b) Foundation of Bridges Tonne 86,206.00 76,102.00 3,805.10 79,907.10
39 PWD SR for Road & Bridges 2023-24 Volume-3 Item no-14.4 Page no-129 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/Boulder m3 1,912.00 1,912.00 95.60 2,007.60
40 PWD SR for Road & Bridges 2023-24 Volume-3 Item no-14.5 Page no-130 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification m3 3,036.00 3,036.00 151.80 3,187.80
41 PWD SR 2023-24 V-3 Item no 13.22 Page no 125 Painting with synthetic enamel paint bridge No. and span arragements. Painting two coats after fillng the surface with synthetic enamel pant bridge No and span arrangements as per as directed by Engineer. Nos 237.00 11.85 248.85
42 PWD CSR 2023-24 V-1 Item no 2.4.5 Page no 16 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 7,084.00 0.20 8,500.80 425.04 8,925.84
43 PWD CSR 2023-24 V-1 Item no 2.5.4 Page no 16 Providing and laying in position 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.M 35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 7,252.00 0.20 8,702.40 435.12 9,137.52
42 PWD SR-Vol-III-Bridges-2023-2024-Item No-17-B-I-Pg.No.159 Providing and fixing 25mm diameter steel anchor dowel in hard rock including drilling hole of 32 mm diameter up to 0.75 mtrs depth, placing the dowel in position and effectively grouting the hole with CM 1:1 proportion etc. complete. No. 1250.00 62.50 1,312.50
42 PWD SR 2023-24 Volume 3 Item no 13.13(B) page no 123 Provision of an Reinforced cement concrete crash barrier at the bridge deck & approaches to bridge structure, constructed withReinforced cement concrete with TMT reinforcement conforming to MORT&H specificatios and as per details given in IRC-5 including dowel bars, 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH -33022/1/94-DO III dated 24 June 1994 as per dimensions in the and approved drawing and at locations directed by the Engineer, all as specified (B) Crash Barrier for Bridges (Height 1100 mm) as per details given IRC-5 (fig-2) (Area 0.298 m2 for 1 m length) m 4,870.00 4,556.00 227.80 4,783.80
43 PWD SR 2023-24 Volume 3 Item no 8.22 page no 68 Tubular Steel Railing on Precast RCC Posts, 1.2 m High Above Ground Level Providing, fencing and erecting 50 mm dia painted steel pipe railing in 3 rows on precast M20 grade RCC vertical posts1.8 m high (1.2 m above GL) with 3 holes 50 mm dia for pipe, fixed 2m centre to, complete as per approved drawing m 4,203.00 210.15 4,413.15
44 PWD CSR 2023-24 V-1 Item no 2.5.2 Page no 16 Providing and laying in position 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) m3 6,843.00 0.23 6,734.00 8,288.88 414.44 8,703.32 23.09 48.09 0.4809 Check Superstructure height as above 10m
43 PWD CSR for Engineering Dept. 2023-24- Pg no 33, Item No.:1.8 VOLUME - 1 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during 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, including cost of labour,rolling,water,all materials,usage & all other appurtenaces required to complete the work cum 474.00 23.70 497.70
44 PWD SR for Road & Bridges 2023-24 Volume-3 Item no-2.8 (ii)(b) Page no-10 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 (ii) By Mechanical means (b) Prestressed / RCC grade M-20 & above m3 1,108.00 55.40 1163.4
45 Vol-5 BWSSB 2023-24-Item no-10.1.7 page No-112 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 110mm dia., 6 kg/sqcm & class 3 m 411.00 20.55 431.55
1 Existing Road width = 7.5
Length of Existing Bridge = 700
Cost Estimate for Rehabilitation of Existing Bridge
Sl.No Item No. Description Unit Nos L B D Qty Rate with Area weightage Amount, Rs. Rate
1 PWD CSR 2023-24 V-3 Item no 15.2 Page no 135 Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concert laid over 12 mm thick mastic asphalt including disposal with all lift and lead. Sqm 1 700.00 7.5 5250.00 161.70 848,925.00 154 20 4.5 3.7 333 Substructure
2 PWD CSR 2023-24 V-3 Item no 15.3 Page no 135 Guniting concrete surface with cement mortar applied with compressor after cleaning surface and spraying with epoxy complete as per Technical Specification Sqm Area 1491.75 1491.75 810.60 0.00 772 21.0 4.5 2.5 236.25 Substructure
3 PWD CSR 2023-24 V-3 Item no 15.9 Page no 135 Removal of defective concrete, cleaning the surface thoroughly, applying the shotcrete mixture mechanically with compressed air under pressure, comprising of cement, sand, coarse aggregates, water and quick setting compound in the proportion as per clause 2807.1., sand and coarse aggregates conforming to IS: 383 and table 1 of IS: 9012 respectively, water cement ratio ranging from 0.35 to 0.50, density of gunite not less than 2000 kg/m3, strength not less than 25 Mpa and workmanship conforming to clause 2807.6. Sqm Area 745.88 745.88 626.85 0.00 597 205 4.5 922.5 Slab
4 PWD SR 2023-24 Volume 3 Item no 13.5 Page no 121 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre 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 complete as per specifications MORTH Specification No. 2703,1500,1600 & 1700 m 2 700 1400.00 2377.20 3,328,080.00 2,264.00
5 PWD SR 2023-24 Volume 3 Item no 5.16(C) page no 121 Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects Cum. 1 700 7.5 0.05 262.50 11501.70 3,019,196.25 10,954.00
6 VOL-3 Schedule of rates for roads and bridges Item code 8.10 Page no 66 Painting Two Coats 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 @ 1 litre for 2 m^2 Sqm. 2 700 2.47 3458.00 88.20 304,995.60 84.00
7 PWD CSR 2023-24 V-3 Item no 2.8(ii) (a) Page no 10 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 ii)By Mechanical Means a) Cement Concrete Grade M-15 & M-20 Cum 1400 0.4 0.4 0.5 112.00 754.95 0.00 719.00
8 PWD CSR 2023-24 V-3 Item no 15.17 (b) Page no 136 Replacement of Expansion Joints complete m 41 7.5 307.50 3311.70 0.00 3,154.00
9 PWD CSR 2023-24 V-3 Item no 13.5 Page no 123 Filler joint-(ii) Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. m 41 7.5 307.50 143.85 0.00 137.00
Sub Total Amount, Rs. 0.00
Sl.No Items of work Unit Qty Rate Amount
Cost Estimate - Retaining wall
1 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 1.5m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m cum 553.58 122.19 67,641.5
2 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. cum 99.00 2,810.85 278,274.2
3 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates cum 45.38 6,778.74 307,585.5
4 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates cum 74.25 7,132.69 529,601.9
Formwork, Centering & Scaffloading 10% for Earth retaining structure 74.25 653.84 0.0
5 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Cost of Formwork included). cum 74.25 7,786.52 578,149.2
Formwork, Centering & Scaffloading 10% (height upto 5m) 74.25 653.84 0.0
6 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during 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, including cost of labour,rolling,water,all materials,usage & all other appurtenaces required to complete the work cum 564.30 497.70 280,852.1
7 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 h) All other type of Structures mt 4.46 84,019.95 374,308.9
8 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 Nos 99.000 144.90 14,345.1
Total protection cost = 2,430,758.4 1363570.526 1,067,187.9
Sl.No Items of work Unit Qty Rate Amount
Cost Estimate - Retaining wall
1 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 1.5m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m cum 553.58 122.19 67,641.5
2 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 1.5m including cost of labour, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth;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. cum 218.08 #REF! #REF!
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 1.5m including cost of labour, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work. In ordinary/soft rock without blasting Depth exceeding 1.5 m, but not exceeding 3 m;Note: 1) Cost of De-watering upto 7.5 % of (A+B) may be added, where required assessment for dewatering shall be made as per site condition; cum 0.00 434.85 0.0
3 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. cum 99.00 2,810.85 278,274.2
4 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates cum 45.38 6,778.74 307,585.5
5 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates cum 504.85 7,132.69 3,600,924.4
6 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates cum 0.00 7,083.43 0.0
6 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 h) All other type of Structures mt 4.46 84,019.95 374,308.9
1 #REF! cum 0.00 #REF! #REF!
2 #REF! cum 0.00 #REF! #REF!
3 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 Nos 99.000 144.90 14,345.1
Total protection cost = #REF!
DIMENSION DETAILS REINFORCEMENT DETAIL SUMMARY
S.No. Height of Retaining wall (mm) Height below ground level (mm) Height Above ground level (mm) Height Of Stem (mm) Wall thickness in Top of stem(mm) Wall thickness at bottom of stem(mm) Heel Projection (mm) Toe Projection (mm) Thickness of Foundation at stem (mm) Thickness of Foundation at Footing edge (mm) Total Base Width Designed Gross Pressure under Foundation (kN/m2) Height Above ground level (mm) Bar - 1 1a Bar - 2 Bar - 3 Bar - 4 Bar - 5 Bar - 6 Bar - 7 Bar - 8 Bar - 9 Bar - 10 Bar - 11 Bar - 12 Bar - 13
Height of Wall with tapered Thickness (m) Height of Wall with tapered Thickness (m) Height of Wall with tapered Thickness (m) Wall thickness in straight portion(E) (m) Wall thickness at top of Foundation(B) (m) Heel Projection (C) (m) Toe Projection(A) (m) Thickness of Foundation(D) (m) Thickness of Foundation(D) (m) Total Base Width Height of Wall with tapered Thickness (m) Bar - 1 Bar - 1 Bar - 2 Bar - 3 Bar - 9 Bar - 9 Bar - 9 Bar - 9
(H) (H2) (H1) (H3) (t1) (t2) (A) (B) (t) (t3) (C ) - (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm)
Chainage @ A1 side Offset Distance EGL 392.1
LHS RHS LHS RHS Below BL = 1.5
Chainage @ A2 side Offset Distance EGL
LHS RHS LHS RHS
LHS Toe level RHS Toe level LHS-Edge CW
Chainage Level Offset Offset Level Chainage Level Offset Offset Level HFL = 543.017 Chainage Level Offset Offset Lvl Final Super elevation
Chainage Design FRL Existing Ground level below Proposed Center line HFL+0.6-LHS HFL+0.6-RHS LENGTH Height (SH LHS- GL) Height (SH RHS- GL) LHS Ground Lvl below proposed LHS shoulder RHS Ground Lvl below proposed RHS shoulder Level Diff LHS Level Diff RHS Toe LHS Toe RHS Level Diff LHS Level Diff RHS Maximum height LHS Maximum height RHS 0 0 0 0 0 0 167 30 10 177 147 117 0 0 648 860
Basic Rate Wt of Cement required Cost per bag Cement-SR Cost per kg Cement-SR Cost of Cement as per SR Cost of Concrete except cement Cost per bag Cement-Issue Rate Cost per kg Cement-Issue rate Cost of Cement as per issue rate Difference in cost Revised Rate
1 NH-SOR 2022-23- Item No-14.01F (iI) (q) Page No-210 Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification, including formwork, centering, vibrating, compacting,cost of all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportation stacking finishing the exposed faces, etc., complete. as per Tech. Spec. Cl. 1700. RCC /PSC Grade M45 Using batching plant, transit mixer and concrete pump F (i) (r) For T-beam & slab including launching of precast girders by launching truss upto 40.m span-Height 5 to 10m Cu.m.
as Per NH PWD SOR
Net Rate 9270.00
Name of Work : Providing street Light to Bridge across Doni river on Basvanbagewadi Masibnal Donur Neginal MDR at KM 9.50 in Basvanbagewadi Taluk of Vijayapur District
RECAPITULATION SHEET
Sl.no Description Amount
1 SR Items total 2416478.40
Total 2851444.51
Total amount Rs. 2800000.00
Asst. Executive Engineer Executive Engineer
PWD Electrical , Sub-Division,Belagavi PWD Division Vijayapur
Name of Work : Providing street Light to Bridge across Doni river on Basvanbagewadi Masibnal Donur Neginal MDR at KM 9.50 in Basvanbagewadi Taluk of Vijayapur District
S. No. Item Code DESCRIPTION UNIT PG.NO Basic rate 5% AW Total Rate VOL 6 Vol 6 item code
1 5.42.1 Fabricating supplying and mounting MS box made out ....SWG suitable for floor /wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete. - 14SWG cm2 KPWD SR20 OF 47 0.50 0.03 0.53 Vol 6 item code 5.42.1 KPWD SR20 OF 47 Vol 6 item code
2 5.41.2 Supplying and fixing angle iron frame work fabricated out of M.S. angle iron.. and M.S. Flat......with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. - 50x50x6mm m KPWD SR 20 OF 58 395.00 19.75 414.75 Vol 6 item code 5.41.2 KPWD SR 20 OF 58 Vol 6 item code
3 5.38 Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440VAC. 50 Hz 12/24V D.C. Each KPWD SR19 OF 58 515.00 25.75 540.75 Vol 6 item code 5.38 KPWD SR19 OF 58 Vol 6 item code
4 5.18.4 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898 - 6-32 A DP Each KPWD SR15 OF 58 739.00 36.95 775.95 Vol 6 item code 5.18.4 KPWD SR15 OF 58 Vol 6 item code
5 5.40.1 Supplying ......... amps rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete. - 100Amps 4x30x6mm Aluminium Strips m KPWD SR 20 OF 58 2465.00 123.25 2588.25 Vol 6 item code 5.40.1 KPWD SR 20 OF 58 Vol 6 item code
6 5.13.1 Supply and fixing of 4pole power contactor with NO/NC contacts on existing wood/panel board using necessary bolts, nuts, washers and wiring etc., complete with AC-3 Rating and as per IS-13947 - 25 Amps Each KPWD SR15 OF 58 1290.00 64.50 1354.50 Vol 6 item code 5.13.1 KPWD SR15 OF 58 Vol 6 item code
7 2.3.4 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments.The following additional tests are compulsory either to be conducted at works or independent lab with witness by inspecting authority.Additional Tests for FRLS-Applicable Standard Oxygen Index -IS 694-1990, Clause 16.8 Temperature Index -IS 694-1990, Clause 16.13 Smoke Density -IS 694-1990, Clause 16.14 Test for Halogen Acid Gas evaluation -IS 694-1990, Clause 16.12 -4 sqmm Mtr. KPWD SR 5 OF 58 63.00 3.15 66.15 Vol 6 item code 2.3.4 KPWD SR 5 OF 58 Vol 6 item code
8 4.2.7 Fabricating, Supplying, Erection, Testing and Commissioning of ...Mtrs long hot dip Galvanized Octagonal pole with BSEN 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangements, including suitable boards, Bakelite sheet and MCBs as per IS specifications suitable to withstand the wind speed of 47 m/sec for .......Mtrs pole in single section and single joint welded as per IS 9595/IS10178AWS having dimensions bottom .....mm, top....mm with 3mm thick, suitable base plate and 4Nos of ..... long J bolts along with template and the pole shall be hot dip galvanized in single dipping with not less than 65micron as per ASTM-A123 and 153 etc., (excluding foundation) as per drawing appended- 9meters -Top 70mm and bottom 155mm dia Each KPWD SR 11 OF 58 19500.00 975.00 20475.00 Vol 6 item code 0.168136574074074 KPWD SR 11 OF 58 Vol 6 item code
9 4.6.1 Supplying, and fixing of Hot dip Galvanized M.S.Bracket suitable for out door luminaries and mounted on Octagonal pole using necessary bolts, nuts etc., complete - Single Arm Bracket with 1000mm Standard 40/50MM dia. Each KPWD SR 13 OF 58 1700.00 85.00 1785.00 Vol 6 item code 4.6.1 KPWD SR 13 OF 58 Vol 6 item code
10 11.8.5 Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output. Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, maximum light intensity should be between 60 degrees to 70 degrees. CCT > 5500K, IP-66 optical and electrical compartment & impact resistance of complete luminaire > IK08. Power Factor >0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mouting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC-60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with ........W System Power consumption. LED Efficiency>130lm/w, nominal CRI >75. Luminaire manufacturer should have in-house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008 . Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/Lumileds/Osram make LED Source - LED Streetlight 120 W each KPWD SR 46 OF 58 10060.00 503.00 10563.00 Vol 6 item code 11.8.5 KPWD SR 46 OF 58 Vol 6 item code
11 32.05 1.1 KV , XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured LTUG cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness resistivity as per IS-3975 - 16 Sqmm, 4 Core, (11 GI Strips - 4 x 0.8 mm) KM HESCOM SR 13 of 81 141842.00 7092.10 148934.10 Vol 6 item code 32.05 HESCOM SR 13 of 81 Vol 6 item code
12 2.5.2 Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100 Volts as per IS-694:2010 - 3C x 1.5 mm2 m KPWD SR 6 OF 58 72.00 3.60 75.60 Vol 6 item code 2.5.2 KPWD SR 6 OF 58 Vol 6 item code
13 21.05 Laying of Cable in Existing Trench/GI Pipe/Stone Ware/RCC Hume pipe Using Wooden/Aluminium Rollers as Directed by the Department Staff - LT Cable - 2.5 to 25 Sqmm KM HESCOM SR 51 of 81 20886.00 1044.30 21930.30 Vol 6 item code 21.05 HESCOM SR 51 of 81 Vol 6 item code
14 12.56 Supplying,fixing,wiring,earth electrode for grounding conduits,I.C.cutouts and other equipment's on the meter board using 40mm dia 2.90mm thick GI pipe 2.5m long buried in a pit.The pit should be filled with equal proportion of salt and charcoal 150mm all-round the pipe to complete depth.The connection from the pipe to the condui tetc.,is to be established through GI wire of size as per lSI specification 7.3.3.of IS 732 using 12mm dia bolts,nuts,washers and checknuts etc., the pipe shall have 16 through holes of 12 mm dia No KPWD SR 54 OF 58 3510.00 175.50 3685.50 Vol 6 item code 12.56 KPWD SR 54 OF 58 Vol 6 item code
15 1.6.1 Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work.In all kinds of soils. Depth upto 1.50m m Vol 1, Pg.no. 6 484.00 24.20 508.20 Vol 6 item code 1.6.1 Vol 1, Pg.no. 6 Vol 6 item code
16 5.48 Supplying and fixing Microprocessor Based Astronomical timer Switch with using necessary bolts, nuts and washers. Each KPWD SR 21 OF 105 4843.00 242.15 5085.15 Vol 6 item code 5.48 KPWD SR 21 OF 105 Vol 6 item code
17 13.5 Fixing of LED street light/ flood light fitting over the existing Pole/ High mast poles/ wall ceiling including clamps, bolts, nuts and wiring using suitable capacity wires. Each KPWD SR 56 OF 105 162.00 8.10 170.10 Vol 6 item code 13.5 KPWD SR 56 OF 105 Vol 6 item code
18 1.14.1 Earth work for Foundation by mechanical means for all works & depth uo to 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or leveling the excavated earth 0r sortung & stacking the selected earth for reuse in a radius of 50 m and lift up to 1.5 m including cost of labour, tools, usage of machinery & other appurtenace required to complete the work. In all kinds of soils Depth up to 3m m3 Vol 1, Pg.no. 8 102.00 5.10 107.10 Vol 6 item code 1.14.1 Vol 1, Pg.no. 8 Vol 6 item code
19 2.1.3 Providing and laying in position plain cement concrete for levelling course fo all works in foundation. The granite/trap/basalt crushed graded course 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 and lifts, cost of all materials of quality, labour, usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregates. ( The cost of steel reinforcement & formwork shall be paid separately m3 Vol 1, Pg.no.15 5,989.00 299.45 6288.45 Vol 6 item code 2.1.3 Vol 1, Pg.no.15 Vol 6 item code
20 2.3.1 Providing and laying in Reinforced cement conrete fo all basement and surface level works, return walls, retaining walls, sunken floors etc., The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS codes machine mixedwith super plasticisers, laid in layers not exceeding 150 mm thickness, well compacted using needle vibrators, providing weep ho;es wherever necessary, including all lead and lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. ( The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates. m3 Vol 1, Pg.no.16 6,323.00 316.15 6639.15 Vol 6 item code 2.3.1 Vol 1, Pg.no.16 Vol 6 item code
21 2.11.h Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation/Substructure/Superstructure complete as per Drawing and Technical Specifications. t Vol 1, Pg.no.18 79,011.00 3950.55 82961.55 Vol 6 item code 2.11.h Vol 1, Pg.no.18 Vol 6 item code
22 9.1.1. Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 6.0 HDPE Grade PE80-PN6.0, 63mm dia m vol-5 Pg.no.95 189.00 9.45 198.45 Vol 6 item code 9.1.1. vol-5 Pg.no.95 Vol 6 item code
Total Vol 6 item code
Asst.Executive Engineer Executive Engineer
PWD Electrical Sub-Dn, Belagavi PWD Division, Vijayapur
Name of Work : Providing street Light to Bridge across Doni river on Basvanbagewadi Masibnal Donur Neginal MDR at KM 9.50 in Basvanbagewadi Taluk of Vijayapur District
SI.No. DESCRIPTION UNIT BASIC RATE Qty TOTAL INR
1 Fabricating supplying and mounting MS box made out ....SWG suitable for floor /wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete. - 14SWG cm2 0.53 25000.00 13125.00
2 Supplying and fixing angle iron frame work fabricated out of M.S. angle iron.. and M.S. Flat......with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. - 50x50x6mm m 414.75 10.00 4147.50
3 Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440VAC. 50 Hz 12/24V D.C. Each 540.75 3.00 1622.25
4 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898 - 6-32 A DP Each 775.95 1.00 775.95
5 Supplying ......... amps rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete. - 100Amps 4x30x6mm Aluminium Strips m 2588.25 0.10 258.83
6 Supply and fixing of 4pole power contactor with NO/NC contacts on existing wood/panel board using necessary bolts, nuts, washers and wiring etc., complete with AC-3 Rating and as per IS-13947 - 25 Amps Each 1354.50 1.00 1354.50
7 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments.The following additional tests are compulsory either to be conducted at works or independent lab with witness by inspecting authority.Additional Tests for FRLS-Applicable Standard Oxygen Index -IS 694-1990, Clause 16.8 Temperature Index -IS 694-1990, Clause 16.13 Smoke Density -IS 694-1990, Clause 16.14 Test for Halogen Acid Gas evaluation -IS 694-1990, Clause 16.12 -4 sqmm Mtr. 66.15 5.00 330.75
8 Fabricating, Supplying, Erection, Testing and Commissioning of ...Mtrs long hot dip Galvanized Octagonal pole with BSEN 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangements, including suitable boards, Bakelite sheet and MCBs as per IS specifications suitable to withstand the wind speed of 47 m/sec for .......Mtrs pole in single section and single joint welded as per IS 9595/IS10178AWS having dimensions bottom .....mm, top....mm with 3mm thick, suitable base plate and 4Nos of ..... long J bolts along with template and the pole shall be hot dip galvanized in single dipping with not less than 65micron as per ASTM-A123 and 153 etc., (excluding foundation) as per drawing appended- 9meters -Top 70mm and bottom 155mm dia Each 20475.00 38.00 778050.00
9 Supplying, and fixing of Hot dip Galvanized M.S.Bracket suitable for out door luminaries and mounted on Octagonal pole using necessary bolts, nuts etc., complete - Single Arm Bracket with 1000mm Standard 40/50MM dia. Each 1785.00 38.00 67830.00
10 Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output. Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, maximum light intensity should be between 60 degrees to 70 degrees. CCT > 5500K, IP-66 optical and electrical compartment & impact resistance of complete luminaire > IK08. Power Factor >0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mouting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC-60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with ........W System Power consumption. LED Efficiency>130lm/w, nominal CRI >75. Luminaire manufacturer should have in-house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008 . Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/Lumileds/Osram make LED Source - LED Streetlight 120 W each 10563.00 38.00 401394.00
11 1.1 KV , XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured LTUG cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness resistivity as per IS-3975 - 16 Sqmm, 4 Core, (11 GI Strips - 4 x 0.8 mm) KM 148934.10 1.20 178720.92
12 Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100 Volts as per IS-694:2010 - 3C x 1.5 mm2 m 75.60 320.00 24192.00
13 Laying of Cable in Existing Trench/GI Pipe/Stone Ware/RCC Hume pipe Using Wooden/Aluminium Rollers as Directed by the Department Staff - LT Cable - 2.5 to 25 Sqmm KM 21930.30 1.20 26316.36
14 Supplying,fixing,wiring,earth electrode for grounding conduits,I.C.cutouts and other equipment's on the meter board using 40mm dia 2.90mm thick GI pipe 2.5m long buried in a pit.The pit should be filled with equal proportion of salt and charcoal 150mm all-round the pipe to complete depth.The connection from the pipe to the condui tetc.,is to be established through GI wire of size as per lSI specification 7.3.3.of IS 732 using 12mm dia bolts,nuts,washers and checknuts etc., the pipe shall have 16 through holes of 12 mm dia No 3685.50 2.00 7371.00
15 Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work.In all kinds of soils. Depth upto 1.50m m 508.20 1000.00 508200.00
16 Supplying and fixing Microprocessor Based Astronomical timer Switch with using necessary bolts, nuts and washers. Each 5085.15 1.00 5085.15
17 Fixing of LED street light/ flood light fitting over the existing Pole/ High mast poles/ wall ceiling including clamps, bolts, nuts and wiring using suitable capacity wires. Each 170.10 38.00 6463.80
18 Earth work for Foundation by mechanical means for all works & depth uo to 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or leveling the excavated earth 0r sortung & stacking the selected earth for reuse in a radius of 50 m and lift up to 1.5 m including cost of labour, tools, usage of machinery & other appurtenace required to complete the work. In all kinds of soils Depth up to 3m m3 107.10 21.38 2289.80 9.72
19 Providing and laying in position plain cement concrete for levelling course fo all works in foundation. The granite/trap/basalt crushed graded course 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 and lifts, cost of all materials of quality, labour, usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregates. ( The cost of steel reinforcement & formwork shall be paid separately m3 6288.45 2.14 13457.28 1.62 2.1375
20 Providing and laying in Reinforced cement conrete fo all basement and surface level works, return walls, retaining walls, sunken floors etc., The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS codes machine mixedwith super plasticisers, laid in layers not exceeding 150 mm thickness, well compacted using needle vibrators, providing weep ho;es wherever necessary, including all lead and lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. ( The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates. m3 6639.15 16.42 109014.84 16.416
21 Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation/Substructure/Superstructure complete as per Drawing and Technical Specifications. t 82961.55 0.82 68028.47 0.8208
22 Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 6.0 HDPE Grade PE80-PN6.0, 63mm dia m 198.45 1000.00 198450.00
Total 2416478.40
COST ESTIMATE FOR APPROACH ROAD
Item No. Description Unit Estimated Quantity Rate with Area weightage 5% Amount Rs.
1.01 Cutting of Trees, excluding removal of stumps and roots of trees
(i) Girth from 300 mm to 600 mm each 10 624.75 6,248
(ii) Girth from 600 mm to 900 mm each 10 993.30 9,933
(iii) Girth from 900 mm to 1800 mm each 10 1859.55 18,596
(iv)Girth above 1800 mm each 10 3720.15 37,202
1.02 Removal of stumps and roots including backfilling with suitable material to required compaction
(i) Girth from 300 mm to 600 mm each 10 373.80 3,738
(ii) Girth from 600 mm to 900 mm each 10 511.35 5,114
(iii) Girth from 900 mm to 1800 mm each 10 611.10 6,111
(iv)Girth above 1800 mm each 10 759.15 7,592
2:SITE CLEARANCE AND DISMANTLING
2.01 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. iii. By Mechanical Means using Dozer :A. In area of thorny light jungle 100 sqm 101.68 412.65 41,957
2.02 Dismantling of Flexible pavements and disposal of dismantled materials and stacking serviceable and unserviceable materials separately.By Mechanical Means
Bituminous course cum 22.40 338.10 7,573
Granular courses cum 126.00 55.65 7,012
3.01 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth
i) in Soil by Mechanical Means cum 18,864.71 99.75 1,881,755
3.02 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during 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, including cost of labour,rolling,water,all materials,usage & all other appurtenaces required to complete the work cum 23,306.26 497.70 11,599,527 1.16
3.03 KSRRB M300-54.Construction of embankment with approved material deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300-2 complete asper specifications. Which includes, watering charges & compaction by vibratory roller) MORTH Specification No. 305 cum 0.00 124.95 0
3.03 Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 cum 6,138.30 517.65 3,177,491 31.77
4:GRANULAR SUB-BASE AND BASE COURSES
4.01 By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 cum 1,272 2,476.95 3,150,953 31.51
4.02 Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density cum 937.13 2,686.95 2,518,021
5: BITUMINOUS COURSES
5.01 KSRRB M500-6. Providing and applying primer coat with S.S.bitumen emulsion on prepared surface of granular base such as WMM including cleaning of road surface and spraying primer at the rate of 0.60 kg I sqm using mechanical means complete as per specifications. Clause 502 of MORTH V revision sqm 4,165 66.15 275,515
5.02 Providing and applying Tack Coat as per Table 500-5 on prepared surface
a) (i) Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom sqm 4,165 18.90 78,719
5.03 Providing and laying Bituminous Macadam with 120 tph capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% 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 cum 208.25 11,110.05 2,313,668
5.04 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 cum 104.13 15,524.25 1,616,463
6:DRAINAGE AND PROTECTION WORKS
6.01 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work.In all kinds of soils Depth upto 3 m cum 182.00 107.10 19,492
6.02 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates cum 45.50 6454.35 293,673
6.03 Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, 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 cum 289.25 6689.55 1,934,952
6.04 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.All other type of structures t 0.00 84019.95 0
6.04 RIVER TRAINING AND PROTECTION WORKS 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 cum 1,987.42 2007.60 3,989,938
6.05 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 cum 993.71 2810.85 2,793,165
7:TRAFFIC SIGNS, MARKING AND OTHER APPURTENANCES
7.01 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes.
a) Lane/ centre line/ edge line/ transverse marking and any other markings. sqm 280.00 556.50 155,820
b) Painting Lines, Dashes, Arrows etc on Roads in Two Coats on Old Work Painting lines, dashes, arrows etc on roads in two coats on old work with ready mixed road marking paint conforming to IS: 164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control Over 10 cm in width Sqm 37.00 150.15 5,556
7.02 A Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022.
i) 90 cm equilateral triangle Nos. 5.00 4971.75 24,859
ii) 60 cm equilateral triangle Nos. 0.00 3770.55 0
iii) 60 cm circular Nos. 0.00 4552.80 0
iv) 80 cm x 60 cm rectangular Nos. 5.00 5766.60 28,833
v) 60 cm X 45 cm rectangular Nos. 0.00 4260.00 0
vi) 90 cm high octagon Nos. 0.00 6612.00 0
7.03 Direction and Place Identification Signs with size more than 0.9 m2 size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 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 exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm 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 Sqm 1.35 10168.20 13,727
7.04 Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retroreflectorise sign as per IRC:67:2022 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 0.9m2 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 M2 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing Sqm 2.70 9444.75 25,501
7.05 Chevron Boards Supply and installation of retro- reflective Chevron signboards of 600x450mm made out of cube corner micro prismatic grade sheeting confirming to Type XI standards of IRC:67:2022 & ASTM D 4956-09 specification & fixed over 3 mm thick Aluminium Composite Panel sheet having minimum 0.30 mm thick aluminum skin on both sides & fixed over back support frame of 25x25x3mm MS angle frame. Supported on 75 mm dia OR 75x75x6mm Mild steel with clear height of not less than 2.1 m from the ground level to the bottom of the Sign board & 60 cm 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 white colour with bands of 30 cm height, firmly fixed to the ground by means of foundation with M 20 grade cement, concrete foundation size of 45 cm x 45 cm x 60 cm including cost & conveyance of all materials, equipment,machinery & Labour with all leads and lifts for satisfactory completion of the work as directed by Engineer incharge. Nos. 13.00 3751.65 48,771
7.06 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 each 400.00 383.25 153,300
7.07 Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting as per IRC:67:2022 with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans.Truss and Vertical Support t 0.00 90853.35 0
7.08 Overhead Signs Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting as per IRC:67:2022 with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans B Aluminium Alloy Plate for Over Head Sign Sqm 0.00 6108.90 0
7.07 KSRRB M800-23.2. Metal Beam Crash Barrier:-Providing and erecting a "Thrie" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 em above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m centre to centre, 2m high with 1.15m below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS: 1364, metal beam rail to be fixed on the vertical post with a space of channel section 150 x 75 x 5 mm, 546 mm long complete as per clause 800.10 complete as per specifications. Excluding cost of earth work excavation & PCC for fixing. B. Type - B, "THRIE" MORTH Specification No. 810 m 700.00 4642.05 3,249,435
7.08 Providing and fixing light on Bridge mounted on Steel hallow Circular Pole of standard Specification 9m height fixed with cement concrete using solar light of safety capacity of 120w LED Configuration including transportation erection and maintenance.
a) Lighting arrangements on bridges No. 0.00 68250.00 0
Total Cost of Construction Approach Road , Rs. 39,500,207
Detailed Quantity calculation for Battery Limt
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. iii. By Mechanical Means using Dozer :A. In area of thorny light jungle Hect. 0.00 412.65 0
2 Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 cum 0.00 517.65 0
3 By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 cum 0 2,476.95 0
3 Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density cum 0.00 2,686.95 0
3 A Prime Coat over WMM/WBM (i) Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. Sqm 0 66.15 0
3 (i) Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom Sqm 0 18.90 0
4 Dense Graded Bituminous Macadam Grading - II for traffic <20 MSA Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. cum 0.00 13,183.80 0
5 Bituminous Concrete Grading I for traffic<20 MSA Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.2 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects cum 0.00 15,009.75 0
6 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. sqm 0.00 556.50 0
DETAILED QUANTITY CALCULATION FOR APPROACH ROAD TCS Length CL Subgrade GSB WMM DBM BC
Item No. Description Unit No Length Breadth Depth Quantity Bridge Approach LHS 290 18.313 13.313 11.850 7.300 7.000 7.000
1:Tree Cutting Bridge Proper 245
1.01 Cutting of Trees, excluding removal of stumps and roots of trees 800
(i) Girth from 300 mm to 600 mm each 10 10.00 BC 0.025
(ii) Girth from 600 mm to 900 mm each 10 10.00 DBM 0.05
(iii) Girth from 900 mm to 1800 mm each 10 10.00 WMM 0.23
(iv)Girth above 1800 mm each 10 10.00 GSB 0.20
1.02 Removal of stumps and roots including backfilling with suitable material to required compaction
(i) Girth from 300 mm to 600 mm each 10 10.00
(ii) Girth from 600 mm to 900 mm each 10 10.00
(iii) Girth from 900 mm to 1800 mm each 10 10.00
(iv)Girth above 1800 mm each 10 10.00
2:SITE CLEARANCE AND DISMANTLING
2.01 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. iii. By Mechanical Means using Dozer :A. In area of thorny light jungle 100 sqm 101.68
Bridge Approach LHS 1 290 18.32 53.13
Bridge Approach RHS 1 265 18.32 48.55
2.02 Dismantling of Flexible pavements and disposal of dismantled materials and stacking serviceable and unserviceable materials separately.By Mechanical Means 148.40
Bituminous course (Existing Road) 2 20 7.00 0.080 22.40
Granular courses (Existing Road) 2 20 7.00 0.450 126.00
3.01 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth cum 18864.71
i) From Area Statement For quantity caluculation Manual 2026.78
Bridge Approach LHS 1 50.00 13.32 0.50 334.67
Bridge Approach RHS 1 60.00 13.32 0.42 333.27
3.02 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during 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, including cost of labour,rolling,water,all materials,usage & all other appurtenaces required to complete the work cum 23306.26
From Area Statement 23166.26 49222 For quantity caluculation refer earthwork sheet 52107.40 122177
Bridge Approach LHS 1 290 0.000 0.00
Bridge Approach RHS 1 265 0.000 0.00
3.03 KSRRB M300-54.Construction of embankment with approved material deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300-2 complete asper specifications. Which includes, watering charges & compaction by vibratory roller) MORTH Specification No. 305 cum
For quantity caluculation refer earthwork sheet
considering 20% of filling quantity cum 0 9844 0.00
3.03 Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 cum 6138.30 9990
For Subgrde 2.32
Bridge Approach LHS 1 290 13.32 0.500 1931.40
Bridge Approach RHS 1 265 13.32 0.500 1764.90
Bridge Approach LHS 2 290 2.200 1276.00
Bridge Approach RHS 2 265 2.200 1166.00
4:GRANULAR SUB-BASE AND BASE COURSES
4.01 By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 Cum 1272.11
Bridge Approach LHS
Carraigeway 1 290 7.00 0.200 406.00
Shoulder portion 1 290 4.92 0.150 214.02
Bridge Approach RHS
Carraigeway 1 265 7.00 0.200 371.00
For Bridge Proper 0 15 4.92 0.200 0.00
Shoulder portion 1 265 4.92 0.150 195.57
For Junction 2 20 7.00 0.200 56.00
4.02 Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density cum 937.13
Bridge Approach LHS 1 290 7.00 0.225 456.75
Bridge Approach RHS 1 265 7.00 0.225 417.38
For Bridge Proper 0 15 4.92 0.225 0.00
For Junction 2 20 7.00 0.225 63.00
5: BITUMINOUS COURSES
5.01 A Prime Coat over WMM/WBM (i) Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. Sqm 4165.00
Bridge Approach LHS 1 290.00 7.00 2030.00
Bridge Approach RHS 1 265.00 7.00 1855.00
For Bridge Proper 0 15.00 4.92 0.00
For Junction 2 20.00 7.00 280.00
5.02 Providing and applying Tack Coat as per Table 500-5
a) (i) Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom Sqm 4165.00
Bridge Approach LHS 1 290.00 7.00 2030.00
Bridge Approach RHS 1 265.00 7.00 1855.00
For Bridge Proper 0 15.00 2.00 0.00
5.03 Providing and laying Bituminous Macadam with 120 tph capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% 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 cum 208.25
Bridge Approach LHS 1 290.00 7.00 0.050 101.50
Bridge Approach RHS 1 265.00 7.00 0.050 92.75
For Bridge Proper 0 15.00 2.00 0.050 0.00
5.04 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 cum 104.13
Bridge Approach LHS 1 290.00 7.00 0.025 50.75
Bridge Approach RHS 1 265.00 7.00 0.025 46.38
For Bridge Proper 0 15.00 2.00 0.025 0.00
6:DRAINAGE AND PROTECTION WORKS
7.02 Construction of 300 mm wide drainage chutes in cement concrete M-20 grade with foundations in M-15 grade concrete including construction of bell mouth at entry as per drawings and Technical Specifications Sections 1500 and 1700 and Additional Technical Specification A-15.
a) M - 15 grade in Foundation of Drainage chutes cum
b) M - 20 grade in Drainage chutes cum
c) Energy dissipation basin, as per drawing, in M20 concrete cum
6.01 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work.In all kinds of soils Depth upto 3 m cum 182.00
6.02 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates cum 45.50
For Chute LHS 0 3.1 0.90 0.100 0.00
For Chute RHS 0 3.1 0.90 0.100 0.00
6.03 Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, 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 cum 289.25
6.04 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.All other type of structures t 0.00
6.04 RIVER TRAINING AND PROTECTION WORKS 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 cum 1987.42
Pitchng for RHS/LHS 6624.72 0.300 1987.42
6.05 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 cum 993.71
Pitchng for RHS/LHS 6624.72 0.150 993.71
7:TRAFFIC SIGNS, MARKING AND OTHER APPURTENANCES
7.01 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. 280.00
a) Lane/ centre line/ edge line/ transverse marking and any other markings. sqm
Bridge Proper 1 82 0.15 12.25
Bridge Approach LHS 1 97 0.15 14.50
Bridge Approach RHS 1 88 0.15 13.25
Bridge Proper 2 245 0.15 73.50
Bridge Approach LHS 2 290 0.15 87.00
Bridge Approach RHS 2 265 0.15 79.50
b) Painting Lines, Dashes, Arrows etc on Roads in Two Coats on Old Work Painting lines, dashes, arrows etc on roads in two coats on old work with ready mixed road marking paint conforming to IS: 164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control Over 10 cm in width Sqm 37.00
Bridge Proper 0 16 0.00
Bridge Approach LHS 1 19 19.33
Bridge Approach RHS 1 18 17.67
7.02 A Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022.
i) 90 cm equilateral triangle Nos. 5 5.00
ii) 60 cm equilateral triangle Nos. 0.00
iii) 60 cm circular Nos. 0.00
iv) 80 cm x 60 cm rectangular Nos. 5 5.00
v) 60 cm X 45 cm rectangular Nos. 0.00
vi) 90 cm high octagon Nos. 0.00
7.03 Direction and Place Identification Signs with size more than 0.9 m2 size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 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 exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm 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
7.04 Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retroreflectorise sign as per IRC:67:2022 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 0.9m2 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 M2 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing
7.05 Chevron Boards Supply and installation of retro- reflective Chevron signboards of 600x450mm made out of cube corner micro prismatic grade sheeting confirming to Type XI standards of IRC:67:2022 & ASTM D 4956-09 specification & fixed over 3 mm thick Aluminium Composite Panel sheet having minimum 0.30 mm thick aluminum skin on both sides & fixed over back support frame of 25x25x3mm MS angle frame. Supported on 75 mm dia OR 75x75x6mm Mild steel with clear height of not less than 2.1 m from the ground level to the bottom of the Sign board & 60 cm 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 white colour with bands of 30 cm height, firmly fixed to the ground by means of foundation with M 20 grade cement, concrete foundation size of 45 cm x 45 cm x 60 cm including cost & conveyance of all materials, equipment,machinery & Labour with all leads and lifts for satisfactory completion of the work as directed by Engineer incharge.
7.06 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 each 400 400.00
7.07 Overhead Signs Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting as per IRC:67:2022 with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans B Aluminium Alloy Plate for Over Head Sign Sqm 0 2 0.00
7.08 Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting as per IRC:67:2022 with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans.Truss and Vertical Support t 0 2 0.00
7.07 KSRRB M800-23.2. Metal Beam Crash Barrier:-Providing and erecting a "Thrie" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 em above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m centre to centre, 2m high with 1.15m below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS: 1364, metal beam rail to be fixed on the vertical post with a space of channel section 150 x 75 x 5 mm, 546 mm long complete as per clause 800.10 complete as per specifications. Excluding cost of earth work excavation & PCC for fixing. B. Type - B, "THRIE" MORTH Specification No. 810
7.08 Providing and fixing light on Bridge mounted on Steel hallow Circular Pole of standard Specification 9m height fixed with cement concrete using solar light of safety capacity of 120w LED Configuration including transportation erection and maintenance.
a Lighting arrangements on bridges No. 34 0.00
Detailed Quantity calculation for Battery Limt Bridge Approach RHS 50 18.313 13.313 11.850 7.300 5.000 5.000 4.500
1:SITE CLEARANCE AND DISMANTLING
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. iii. By Mechanical Means using Dozer :A. In area of thorny light jungle 100 sqm 0.00
Bridge Approach LHS 0 50 4.50 0.00 250.00
Bridge Approach RHS 0 50 4.50 0.00 150.00 100.00
2:EARTH WORK 0.74 0.44 0.34
2 Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 cum 0.00 Considered for middle of layer
Bridge Approach LHS 0 50 2.20 0.00
Bridge Approach RHS 0 50 2.20 0.00
3:GRANULAR SUB-BASE AND BASE COURSES
3 By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 Cum 0.00
Bridge Approach LHS 0 50 11.85 0.200 0.00
Bridge Approach RHS 0 50 11.85 0.200 0.00
3 Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density cum 0.00
Bridge Approach LHS 0 50 7.30 0.225 0.00
Bridge Approach RHS 0 50 7.30 0.225 0.00
4: BITUMINOUS COURSES
3 A Prime Coat over WMM/WBM (i) Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. Sqm 0.00
Bridge Approach LHS 0 50 5.00 0.00
Bridge Approach RHS 0 50 5.00 0.00
Junction 0 30 5.00 0.00
4 Providing and applying Tack Coat as per Table 500-5
a) (i) Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom Sqm 0.00
Bridge Approach LHS 0 50 5.00 0.00
Bridge Approach RHS 0 50 5.00 0.00
Junction 0 30 5.00 0.00
5 Dense Graded Bituminous Macadam Grading - II for traffic <20 MSA Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. cum 0.00
Bridge Approach LHS 0 50 5.00 0.050 0.00
Bridge Approach RHS 0 50 5.00 0.050 0.00
6 Bituminous Concrete Grading I for traffic<20 MSA Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.2 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects cum 0.00
Bridge Approach LHS 0 50 5.00 0.025 0.00
Bridge Approach RHS 0 50 5.00 0.025 0.00
5:TRAFFIC SIGNS, MARKING AND OTHER APPURTENANCES
7 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. 0.00
a) Lane/ centre line/ edge line/ transverse marking and any other markings. sqm
Bridge Approach LHS 0 17 0.10 0.00
Bridge Approach RHS 0 27 0.10 0.00
Bridge Approach LHS 0 50 0.15 0.00
Bridge Approach RHS 0 80 0.15 0.00
Approach Road Rate Analysis
Item No. SR Ref. as per Description Unit Basic Rate (Rs) Area Weightage (Bridge Works) Rate with Area Weightage 5% 5%
Bill No. 1:Tree Cutting
1.01 PWD SR Roads and Bridges 2023-24 Pg no 9, Item No.:2.1 a VOLUME - 3 Cutting of Trees, excluding removal of stumps and roots of trees
(i) Girth from 300 mm to 600 mm each 595.00 5% 624.75
(ii) Girth from 600 mm to 900 mm each 946.00 5% 993.30
(iii) Girth from 900 mm to 1800 mm each 1771.00 5% 1859.55
(iv)Girth above 1800 mm each 3543.00 5% 3720.15
1.02 PWD SR Roads and Bridges 2023-24 Pg no 9, Item No.:2.2 b VOLUME - 3 Removal of stumps and roots including backfilling with suitable material to required compaction
(i) Girth from 300 mm to 600 mm each 356.00 5% 373.80
(ii) Girth from 600 mm to 900 mm each 487.00 5% 511.35
(iii) Girth from 900 mm to 1800 mm each 582.00 5% 611.10
(iv)Girth above 1800 mm each 723.00 5% 759.15
Bill No. 2:SITE CLEARANCE AND DISMANTLING
2.01 PWD SR Roads and Bridges 2023-24 Pg no 9, Item No.:2.5 ii A VOLUME - 3 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. iii. By Mechanical Means using Dozer :A. In area of light jungle 100 sqm
2.02 PWD SR Roads and Bridges 2023-24 Pg no 9, Item No.:2.18 II VOLUME - 3 Dismantling of Flexible pavements and disposal of dismantled materials and stacking serviceable and unserviceable materials separately.By Mechanical Means
A Bituminous course cum 322.00 5% 338.10
B Granular courses cum 53.00 5% 55.65
Bill No. 3:EARTH WORK
3.01 PWD CSR for Engineering Dept. 2023-24- Pg no 8, Item No.:1.12 VOLUME - 1 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth cum 95.00 5% 99.75
3.02 PWD CSR for Engineering Dept. 2023-24- Pg no 33, Item No.:1.8 VOLUME - 1 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during 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, including cost of labour,rolling,water,all materials,usage & all other appurtenaces required to complete the work cum 474.00 5% 497.70
4.02 PWD CSR for Engineering Dept. 2023-24- Pg no 32, Item No.:1.7 VOLUME - 1 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. cum 119.00 5% 124.95
3.03 PWD SR Roads and Bridges 2023-24 Pg no 17, Item No.:3.6 VOLUME - 3 Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 cum 493.00 5% 517.65
PWD SR Roads and Bridges 2023-24 Pg no 7, Item No.:1.7 VOLUME - 1 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3) cum 119.00 5% 124.95
Bill No. 4:GRANULAR SUB-BASE AND BASE COURSES
4.01 PWD SR Roads and Bridges 2023-24 Pg no 23, Item No.:4.2 B V VOLUME - 3 By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 cum 2,359.00 5% 2476.95
4.02 PWD SR Roads and Bridges 2023-24 Pg no 26, Item No.:4.17 VOLUME - 3 Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density cum 2,559.00 5% 2686.95
BillNo. 5: BITUMINOUS COURSES
5.01 PWD SR Roads and Bridges 2023-24 Pg no 31, Item No.:5.1 VOLUME - 3 A Prime Coat over WMM/WBM (i) Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. sqm 63.00 5% 66.15 Issu Rate 04.04.2026
a) PWD SR Roads and Bridges 2023-24 Pg no 31, Item No.:5.4 VOLUME - 3 (i) 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. sqm 22.00 5% 23.10 Issu Rate 04.04.2026
b) PWD SR Roads and Bridges 2023-24 Pg no 31, Item No.:5.3 VOLUME - 3 (i) Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom sqm 18.00 5% 18.90 Issu Rate 04.04.2026 0.542
5.03 PWD SR 2018-19, Page No. 159, Item No.:21.11.4 KSRRB 500-11 . Providing and laying bituminous macadam on prepared surface with crushed coarse aggregates as per design mix formula for base I binding course including loading of aggregates with F. E. loader, hot mixing of stone aggregates and bitumen in hot mix plant, transporting the mixed material in tipper to paver and laying mixed materials with paver finisher to the required level and grade, rolling by smooth wheeled, vibratory & tandem rollers to achieve the desired density, but excluding cost of primer I tack coat & including lead, lift and cost of all materials, labour, HOM complete as per specifications --do- using 40160 TPH capacity H.M.P. with sensor paver Gr-11 (50 mm to 75 mm) with 3.4% VG-30 Bitumen cum 0.00 6% 0.00
5.03 PWD SR Roads and Bridges 2023-24 Pg no 33, Item No.:5.8(ii) VOLUME - 3 Bituminous Macadam Grading - II for traffic <20 MSA Providing and laying Bituminous Macadam with 100 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction cum 10,581.00 5% 11110.05 Issu Rate 04.04.2026
5.04 PWD SR Roads and Bridges 2023-24 Pg no 43, Item No.:5.31 VOLUME - 3 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 cum 14,785.00 5% 15524.25 Issu Rate 04.04.2026
PWD SR Roads and Bridges 2023-24 Pg no 43, Item No.:5.31 VOLUME - 3 Semi Dense Bituminous Concrete – Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant (batch type) using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment, and rolled as per MoRTH V Revision. cum 13,601.00 5% 14281.05 Issu Rate 04.04.2026
5.04 PWD SR 2018-19, Page No. 268, Item No.:21.75 Providing and laying 20 mm thick mix seal surfacing Type A on prepared Sqm 157.00 surface as wearing course with specified graded crushed aggregates of 5.6mm and 11.2mm size 0.027 cum/sqm premixed with modified bituminous binder at 2.15 kg/sqm consisting of 2.024 kg of VG- 10 bitumen (80/100 grade) and Plastomeric Thermoplastics (Waste Plastic Additive) @ 0.176 kg, in hotmix plant 40/60 TPH, transporting the mixed materials in tipper and laying with mechanical paver finisher to required level and grade, rolling with power roller 8-10 tonne, excluding cost of tack coat, including cost of all materials, labour, HOM complete as per specifications. (To be used where annual rainfall is more than 150cms) Clause 508 of MORTH V revision Sqm 0.00 5% 0.00
Bill No. 6:DRAINAGE AND PROTECTION WORKS
6.01 PWD SR 2023-24 Pg no 08, Item No.:1.14.1 VOLUME - 1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work.In all kinds of soils Depth upto 3 m cum 102.00 5% 107.10
6.02 PWD SR 2023-24 Pg no 15, Item No.:2.1.4 VOLUME - 1 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates cum 6147 5% 6454.35
6.03 PWD SR 2023-24 Pg no 15, Item No.:2.3.2 VOLUME - 1 Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, 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 cum 6371 5% 6689.55
7.03 PWD SR 2023-24 Pg no 15, Item No.:2.2.5 VOLUME - 1 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates cum 6384 5% 6703.20
8.03 PWD SR 2023-24 Pg no 18, Item No.:2.11h VOLUME - 1 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.All other type of structures t 80019 5% 84019.95 Issu Rate 04.04.2026
6.04 PWD SR Roads and Bridges 2023-24 Pg no 129, Item No.:14.1 VOLUME - 3 RIVER TRAINING AND PROTECTION WORKS 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 cum 1,912.00 5% 2007.60
6.05 PWD SR Roads and Bridges 2023-24 Pg no 117, Item No.:12.4 VOLUME - 3 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 cum 2,677.00 5% 2810.85
Bill No. 7:TRAFFIC SIGNS, MARKING AND OTHER APPURTENANCES
7.01 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes.
a) PWD SR Roads and Bridges 2023-24 Pg no 67, Item No.:.8.15 VOLUME - 3 Lane/ centre line/ edge line/ transverse marking and any other markings. sqm 530.00 5% 556.50
b) PWD SR Roads and Bridges 2023-24 Pg no 66, Item No.:.8.14 VOLUME - 3 Painting Lines, Dashes, Arrows etc on Roads in Two Coats on Old Work Painting lines, dashes, arrows etc on roads in two coats on old work with ready mixed road marking paint conforming to IS: 164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control Over 10 cm in width Sqm 143.00 5% 150.15
7.02 A Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022.
i) PWD SR Roads and Bridges 2023-24 Pg no 64, Item No.8.6 (ii) VOLUME - 3 90 cm equilateral triangle each 4,735.00 5% 4971.75
ii) PWD SR Roads and Bridges 2023-24 Pg no 64, Item No.8.6 (iv) VOLUME - 3 60 cm equilateral triangle each 3,591.00 5% 3770.55
iii) PWD SR Roads and Bridges 2023-24 Pg no 64, Item No.8.6 (viii) VOLUME - 3 60 cm circular each 4,336.00 5% 4552.80
iv) PWD SR Roads and Bridges 2023-24 Pg no 64, Item No.8.6 (x) VOLUME - 3 80 cm x 60 cm rectangular each 5,492.00 5% 5766.60
v) PWD SR Roads and Bridges 2023-24 Pg no 64, Item No.8.6 (xii) VOLUME - 3 60 cm X 45 cm rectangular each 4,260.00 5% 4473.00
vi) PWD SR Roads and Bridges 2023-24 Pg no 64, Item No.8.6 (xv) VOLUME - 3 90 cm high octagon each 6,612.00 5% 6942.60
7.03 PWD SR Roads and Bridges 2023-24 Pg no 65, Item No.8.8 VOLUME - 3 Direction and Place Identification Signs with size more than 0.9 m2 size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 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 exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm 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 Sqm 9,684.00 5% 10168.20 Issu Rate 08.10.2025
7.04 PWD SR Roads and Bridges 2023-24 Pg no 65, Item No.8.7 VOLUME - 3 Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retroreflectorise sign as per IRC:67:2022 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 0.9m2 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 M2 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing Sqm 8,995.00 5% 9444.75 Issu Rate 08.10.2025
7.05 PWD SR Roads and Bridges 2023-24 Pg no 76, Item No.8.48 VOLUME - 3 Chevron Boards Supply and installation of retro- reflective Chevron signboards of 600x450mm made out of cube corner micro prismatic grade sheeting confirming to Type XI standards of IRC:67:2022 & ASTM D 4956-09 specification & fixed over 3 mm thick Aluminium Composite Panel sheet having minimum 0.30 mm thick aluminum skin on both sides & fixed over back support frame of 25x25x3mm MS angle frame. Supported on 75 mm dia OR 75x75x6mm Mild steel with clear height of not less than 2.1 m from the ground level to the bottom of the Sign board & 60 cm 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 white colour with bands of 30 cm height, firmly fixed to the ground by means of foundation with M 20 grade cement, concrete foundation size of 45 cm x 45 cm x 60 cm including cost & conveyance of all materials, equipment,machinery & Labour with all leads and lifts for satisfactory completion of the work as directed by Engineer incharge. No 3,573.00 5% 3751.65 Issu Rate 08.10.2025
7.06 PWD SR Roads and Bridges 2023-24 Pg no 74, Item No.8.43 VOLUME - 3 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 each 365.00 5% 383.25
8.06 PWD SR Roads and Bridges 2023-24 Pg no 66, Item No.8.9 VOLUME - 3 Overhead Signs Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting as per IRC:67:2022 with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans B Aluminium Alloy Plate for Over Head Sign m2 5,818.00 5% 6108.90
9.06 PWD SR Roads and Bridges 2023-24 Pg no 66, Item No.8.9 VOLUME - 3 Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting as per IRC:67:2022 with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans.Truss and Vertical Support t 86,527.00 5% 90853.35
10.06 PWD SR Roads and Bridges 2023-24 Pg no 7 , Item No.1.8 VOLUME - 1 Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during 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, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. cum 474.00 5% 497.70
11.06 PWD SR Roads and Bridges 2023-24 Pg no 87 , Item No.9.1(iii) VOLUME - 3 Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row .Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets.1500 mm Dia m 11,098.00 5% 11652.90
12.06 PWD SR Roads and Bridges 2023-24 Pg no 129 , Item No.14.1 A VOLUME - 3 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. cum 1,912.00 5% 2007.60
7.07 PWD SR Roads and Bridges 2023-24 Pg no 69, Item No.8.25 (ii) VOLUME - 3 Metal Beam Crash Barrier B Type - B, "THRIE" : Metal Beam Crash Barrier Providing and erecting a "Thrie" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a space of channel section 150 x 75 x 5mm, 546 mm long complete as per clause 810 m 4,421.00 5% 4642.05
7.08 Providing and fixing light on Bridge mounted on Steel hallow Circular Pole of standard Specification 9m height fixed with cement concrete using solar light of safety capacity of 120w LED Configuration including transportation erection and maintenance. No. 65,000.00 5% 68250.00
Tubular Steel Railing on Precast RCC Posts, 1.2 m High Above Ground Level
8.08 PWD SR Roads and Bridges 2023-24 Pg no 68, Item No.8.22 VOLUME - 3 Providing, fencing and erecting 50 mm dia painted steel pipe railing in 3 rows on precast M20 grade RCC vertical posts1.8 m high (1.2 m above GL) with 3 holes 50 mm dia for pipe, fixed 2 m centre to, complete as per approved drawing m 4,203.00 5% 4413.15
9.08 Road Hump Each 5366.00
Detailed Quantity calculation for Battery Limt
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. iii. By Mechanical Means using Dozer :A. In area of thorny light jungle Hect. 0.00 412.65 0
2 Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 cum 0.00 517.65 0
3 By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 cum 0 2,476.95 0
3 Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density cum 0.00 2,686.95 0
3 A Prime Coat over WMM/WBM (i) Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. Sqm 0 66.15 0
3 (i) Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom Sqm 0 18.90 0
4 Dense Graded Bituminous Macadam Grading - II for traffic <20 MSA Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. cum 0.00 13,183.80 0
5 Bituminous Concrete Grading I for traffic<20 MSA Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.2 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects cum 0.00 15,009.75 0
6 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. sqm 0.00 556.50 0
Detailed Quantity calculation for Diversion Road.
Item No. Description Unit Estimated Quantity Rate with Area weightage 5% 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. iii. By Mechanical Means using Dozer :A. In area of thorny light jungle 100 sqm 17.04 412.65 7,031 0.00
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 work.In all kinds of soils Depth upto 3 m cum 269.69 107.10 28,884 0.02
3 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3) cum 1,687.50 124.95 210,853 0.00
4 Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 cum 45.00 517.65 23,294 0.04
5 By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 cum 149.62 2,476.95 370,601 0.03
6 Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density cum 108.75 2,686.95 292,206 0.00
7 A Prime Coat over WMM/WBM (i) Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. sqm 687.50 66.15 45,478 0.00
8 (i) Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom sqm 687.50 18.90 0.03
8 (i) Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom sqm 687.50 18.90 12,994
9 Semi Dense Bituminous Concrete – Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant (batch type) using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment, and rolled as per MoRTH V Revision. cum 17.19 15,524.25 266,823 #REF!
For Pipe Culvert
10 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work.In all kinds of soils Depth upto 3 m cum 235.70 107.10 25,243 0.11
11 Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row .Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets.1500 mm Dia m 97.50 11,652.90 1,136,158 0.01
12 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates cum 18.60 6,454.35 120,051 0.13
13 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates cum 190.43 6,703.20 1,276,490 0.03
14 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.All other type of structures t 3.41 84,019.95 286,687 0.03
15 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. cum 161.88 2,007.60 324,990 #REF!
Total Cost of Construction Diversion Road , Rs. 4,427,784
Bridge Approach LHS 50 #REF! #REF! #REF! #REF! #REF! #REF! 4.500
Detailed Quantity calculation for Battery Limt Bridge Approach RHS 50 #REF! #REF! #REF! #REF! #REF! #REF! 4.500
1:SITE CLEARANCE AND DISMANTLING
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. iii. By Mechanical Means using Dozer :A. In area of thorny light jungle 100 sqm 0.00
Bridge Approach LHS 0 50 4.50 0.00 250.00
Bridge Approach RHS 0 50 4.50 0.00 150.00 100.00
2:EARTH WORK 0.74 0.44 0.34
2 Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 cum #REF! Considered for middle of layer
Bridge Approach LHS 0 50 #REF! #REF!
Bridge Approach RHS 0 50 #REF! #REF!
3:GRANULAR SUB-BASE AND BASE COURSES
3 By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 Cum #REF!
Bridge Approach LHS 0 50 #REF! #REF! #REF!
Bridge Approach RHS 0 50 #REF! #REF! #REF!
3 Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density cum #REF!
Bridge Approach LHS 0 50 #REF! #REF! #REF!
Bridge Approach RHS 0 50 #REF! #REF! #REF!
4: BITUMINOUS COURSES
3 A Prime Coat over WMM/WBM (i) Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. Sqm #REF!
Bridge Approach LHS 0 50 #REF! #REF!
Bridge Approach RHS 0 50 #REF! #REF!
Junction 0 30 #REF! #REF!
4 Providing and applying Tack Coat as per Table 500-5
a) (i) Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom Sqm #REF!
Bridge Approach LHS 0 50 #REF! #REF!
Bridge Approach RHS 0 50 #REF! #REF!
Junction 0 30 #REF! #REF!
5 Dense Graded Bituminous Macadam Grading - II for traffic <20 MSA Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. cum #REF!
Bridge Approach LHS 0 50 #REF! #REF! #REF!
Bridge Approach RHS 0 50 #REF! #REF! #REF!
Junction 0 30 #REF! #REF! #REF!
6 Bituminous Concrete Grading I for traffic<20 MSA Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.2 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects cum #REF!
Bridge Approach LHS 0 50 #REF! #REF! #REF!
Bridge Approach RHS 0 50 #REF! #REF! #REF!
Junction 0 30 #REF! #REF! #REF!
5:TRAFFIC SIGNS, MARKING AND OTHER APPURTENANCES
7 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. 0.00
a) Lane/ centre line/ edge line/ transverse marking and any other markings. sqm
Bridge Approach LHS 0 17 0.10 0.00
Bridge Approach RHS 0 27 0.10 0.00
Bridge Approach LHS 0 50 0.15 0.00
Bridge Approach RHS 0 80 0.15 0.00
Detailed Quantity calculation for Diversion Road. TCS Length CL Subgrade GSB WMM DBM BC
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. iii. By Mechanical Means using Dozer :A. In area of thorny light jungle 100 sqm 17.04 Diversion Road 125 13.630 8.630 7.980 7.800 7.500 7.500
Diversion Road 1 125.00 13.63 17.04 BC DBM WMM GSB Sub Grade Width 7.50
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 work.In all kinds of soils Depth upto 3 m cum 269.69
Diversion Road 1 125.00 8.63 0.250 269.69
3 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3) cum 1,687.50
Diversion Road 1 125.00 13.50 1,687.50
4 Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 cum 45.00
Diversion Road 1 125.00 8.63 0.000 0.00
Earthen Shoulder
Diversion Road 2 125.00 1.00 0.18 45.00
Bill No. 3:GRANULAR SUB-BASE AND BASE COURSES
5 By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 cum 149.63
Diversion Road 1 125.00 7.98 0.150 149.63
6 Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density cum 108.75
Diversion Road 1 125.00 5.80 0.150 108.75
BillNo. 4: BITUMINOUS COURSES
7 A Prime Coat over WMM/WBM (i) Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. sqm 687.50
Diversion Road 1 125.00 5.50 687.50
8 (i) Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom sqm 687.50
Diversion Road 1 125.00 5.50 687.50
9 Dense Graded Bituminous Macadam Grading - II for traffic <20 MSA Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. cum 0.00
Diversion Road 1 125.00 7.50 0.000 0.00
9 Semi Dense Bituminous Concrete – Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant (batch type) using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment, and rolled as per MoRTH V Revision. cum 17.19
Diversion Road 1 125.00 5.50 0.025 17.19
10 Metal Beam Crash Barrier B Type - B, "THRIE" : Metal Beam Crash Barrier Providing and erecting a "Thrie" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a space of channel section 150 x 75 x 5mm, 546 mm long complete as per clause 810 m 0.00
Diversion Road 0 125.00 0.00
For Pipe Culvert
10 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work.In all kinds of soils Depth upto 3 m cum 235.70 Bottom Width of Head wall 1.2500 Top width 0.40 Dia of Pipe 1.50 Thickness of Pipe 150 PCC 150 Depth of Excavation 0.65 No.of Pipes 13
Diversion Road Length of Headwall with Pipe Length of Headwall without Pipe Height of headwall up to Pipe bottom Headwall depth below ground
11 Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row .Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets.1500 mm Dia m 97.50
Under Pipe 13 7.50 97.50
12 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates cum 18.60
13 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates cum 190.52
14 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.All other type of structures t 3.41 Dia Spacing
Dist Steel - 8mm dia @ 200 C/C 2 40 39.950 1,262.74
Head Wall & Guard Stones 20.00 45.00 900.00
15 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. cum 161.88
Upstream side 1 40.00 2.00 0.300 24.00
Downstream Side 1 40.00 2.00 0.300 24.00
Stone Pitching 4 3.30 3.00 0.300 11.88
Slope Protection 2 85.00 2.00 0.300 102.00
Diversion Road Rate Analysis
Item No. SR Ref. as per Description Unit Basic Rate (Rs) Area Weightage (Bridge Works) Rate with Area Weightage 5% 5%
1 PWD SR Roads and Bridges 2023-24 Pg no 9, Item No.:2.5 ii A VOLUME - 3 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. iii. By Mechanical Means using Dozer :A. In area of thorny light jungle 100 sqm 393.00 5% 412.65
2 PWD SR 2023-24 Pg no 08, Item No.:1.14.1 VOLUME - 1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work.In all kinds of soils Depth upto 3 m cum 102.00 5% 107.10
3 PWD SR Roads and Bridges 2023-24 Pg no 7, Item No.:1.7 VOLUME - 1 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3) cum 119.00 5% 124.95
4 PWD CSR for Engineering Dept. 2023-24- Pg no 32, Item No.:1.7 VOLUME - 1 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. cum 119.00 5% 124.95
4 PWD SR Roads and Bridges 2023-24 Pg no 17, Item No.:3.6 VOLUME - 3 Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 cum 493.00 5% 517.65
PWD SR Roads and Bridges 2023-24 Pg no 7, Item No.:1.7 VOLUME - 1 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3) cum 119.00 5% 124.95
5 PWD SR Roads and Bridges 2023-24 Pg no 23, Item No.:4.2 B V VOLUME - 3 By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 cum 2,359.00 5% 2476.95
6 PWD SR Roads and Bridges 2023-24 Pg no 26, Item No.:4.17 VOLUME - 3 Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density cum 2,559.00 5% 2686.95
7 PWD SR Roads and Bridges 2023-24 Pg no 31, Item No.:5.1 VOLUME - 3 A Prime Coat over WMM/WBM (i) Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. sqm 63.00 5% 66.15
a) PWD SR Roads and Bridges 2023-24 Pg no 31, Item No.:5.4 VOLUME - 3 (i) 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. sqm 22.00 5% 23.10 Issu Rate 04.04.2026
8 PWD SR Roads and Bridges 2023-24 Pg no 31, Item No.:5.3 VOLUME - 3 (i) Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom sqm 18.00 5% 18.90 0 0.542
9 PWD SR Roads and Bridges 2023-24 Pg no 43, Item No.:5.31 VOLUME - 3 Semi Dense Bituminous Concrete – Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant (batch type) using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment, and rolled as per MoRTH V Revision. cum 14,785.00 5% 15524.25 Issu Rate 04.07.2026
10 PWD SR 2023-24 Pg no 08, Item No.:1.14.1 VOLUME - 1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work.In all kinds of soils Depth upto 3 m cum 102.00 5% 107.10
11 PWD SR Roads and Bridges 2023-24 Pg no 87 , Item No.9.1(iii) VOLUME - 3 Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row .Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets.1500 mm Dia m 11,098.00 5% 11652.90
12 PWD SR 2023-24 Pg no 15, Item No.:2.1.4 VOLUME - 1 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates cum 6147 5% 6454.35
13 PWD SR 2023-24 Pg no 15, Item No.:2.2.5 VOLUME - 1 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates cum 6384 5% 6703.20
14 PWD SR 2023-24 Pg no 15, Item No.:2.2.5 VOLUME - 1 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates cum 6384 5% 6703.20
15 PWD SR 2023-24 Pg no 18, Item No.:2.11h VOLUME - 1 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.All other type of structures t 80019 5% 84019.95 Issu Rate 04.04.2026
14 PWD SR 2023-24 Pg no 18, Item No.:2.11h VOLUME - 1 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.All other type of structures t 80019 5% 84019.95 Issu Rate 04.04.2026
15 PWD SR Roads and Bridges 2023-24 Pg no 129 , Item No.14.1 A VOLUME - 3 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. cum 1,912.00 5% 2007.60
#REF! PWD SR Roads and Bridges 2023-24 Pg no 68, Item No.8.22 VOLUME - 3 Providing, fencing and erecting 50 mm dia painted steel pipe railing in 3 rows on precast M20 grade RCC vertical posts1.8 m high (1.2 m above GL) with 3 holes 50 mm dia for pipe, fixed 2 m centre to, complete as per approved drawing m 4,203.00 5% 4413.15
#REF! Road Hump Each 5366.00
Retaining Wall Concrete Qty Calculation 5.00m Height
Length of Footing = 1.00 M 0.55
Grade of concrete = M 25 0.3
DESCRIPITION Unit No L B D Qty
1.0 Earth Work Excavation 0.3 0.3
2.0 PCC Below the Retaining Wall
3.0 Retaining Wall
Cum Total Wall Qty 4.95 0.35 0.50 1.850
4.0 Weep Holes 1.0 FE 500 HYSD BARS
5.0 Filter Media Total STEEL Qty MT 0.50
STEEL QUANTITY CALCULATION FOR RCC RETAINING WALL
Length Of Retaining Wall = 1.00 M
Clear Cover to wall/ footing = 0.075 M
LD = 47 d 47 Grade Fct
Width Of Retaining Wall = 5.0 M
Dia Weight /m (KG/m)
Bar No Spacing Dia of bar No. of bar No. of Member Total Nos. Shape of Bar a b c Cutting length Total Weight 8 10 12 16 20 25 32
Total Steel Qty For 6.2 m MT 0.3733 0 0 0 0 0 0 0
Steel Required per Kg/m3 = 75
Retaining Wall Concrete Qty Calculation 1.50m Height
Length of Footing = 1.00 M 0.55
Grade of concrete = M 25 0.3
DESCRIPITION Unit No L B D Qty
1.0 Earth Work Excavation 0.3 0.3
2.0 PCC Below the Retaining Wall
3.0 Retaining Wall
Cum Total Wall Qty 1.36 0.35 0.50 1.850
4.0 Weep Holes 1.0 FE 500 HYSD BARS
5.0 Filter Media Total STEEL Qty MT 0.14
STEEL QUANTITY CALCULATION FOR RCC RETAINING WALL
Length Of Retaining Wall = 1.00 M
Clear Cover to wall/ footing = 0.075 M
LD = 47 d 47 Grade Fct
Width Of Retaining Wall = 2.5 M
Dia Weight /m (KG/m)
Bar No Spacing Dia of bar No. of bar No. of Member Total Nos. Shape of Bar a b c Cutting length Total Weight 8 10 12 16 20 25 32
Total Steel Qty For 3.0 m MT 0.0804 0 0 0 0 0 0 0
Steel Required per Kg/m3 = 60.000
LHS Level RHS Level
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LHS Level RHS Level
LHS Toe level RHS Toe level #REF!
Chainage Level Offset Offset Level Edge FRL ROW Deckwidth Embankment length Embankment Diff in levels Height of Retaining wall-AGL Chainage Level Offset Offset Level Edge FRL ROW Deckwidth Embankment length Embankment Diff in levels Height of Retaining wall-AGL #REF! #REF! #REF! #REF! #REF!
2.4.5) M35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates-Substructure
Description Unit Quantity Rate Amount
Details of Cost for 15m^3 1000
10mm aggregates m3 5.4 1285.71 6942.83
Admixture @ 0.4 percent of cement Kg 23.4 169.49 3966.07
Mason day 3 461.22 1383.66
Mazdoor day 14 451.22 6317.08
Bhisti day 1 451.22 451.22
Mobile batching plant hr 0.75 615.25 461.44
Generator 100 KVA hr 0.75 1104.24 828.18
Water tanker 6kL hr 1.00 621.19 621.19
Tractor Trolley hr 1.00 561.02 561.02 0.00
Transit Mixer (Mixer of 6.0m^3 capacity at 2.5 interval) hr 2.00 1608.47 3216.94
Concrete Pump hr 0.75 904.24 678.18
Vibrator (Needle type 40mm) hr 1.50 334.75 502.13
Subtotal-A 93,187.85
Add 1% on Water charges on A 931.88
Sun dries 1% on A 931.88
Subtotal-B 95,051.61
Over Head charges 20% on B 19,010.32
Subtotal-C 114,061.93
Contractor's Profit 10% on C 11,406.19
Total Cost Per 15 M^3 125,468.13
2.5.6) M50 Design Mix Using 20 mm nominal size graded crushed coarse aggregates-Superstructure
Description Unit Quantity Rate Amount
Details of Cost for 120m^3 1000
Coarse Sand m3 54 1476 79704.00 8000
20mm aggregate m3 64.8 1333 86378.40 400
10mm aggregates m3 43.2 1362 58838.40
Admixture @ 0.4 percent of cement Kg 216 191 41256.00
Mate day 1 620 620.00
Mason day 3.5 601 2103.50
Mazdoor day 20 589 11780.00
Baching Plant 120m^3/hr capacity hr 1.00 3676 3676.00
Generator 100 KVA hr 6.00 1218 7308.00
Loader hr 6.00 725 4350.00
Transit Mixer (Capacity 6.0m^3/hr) hr 15.00 1608.7 24130.50 0.00
Transit Mixer (Capacity 6.0m^) at 2.5 interval t-km 300.00 8.93 2679.00
Concrete Pump hr 6.00 904.24 5425.44
Vibrator (Needle type 40mm) hr 0.30 334.75 100.43
Subtotal-A 644,789.67
Add 1% on Water charges on A 6447.90
Sun dries 1% on A 6447.90
Subtotal-B 657,685.46
Over Head charges 10% on B 65,768.55
Subtotal-C 723,454.00
Contractor's Profit 10% on C 72,345.40
Total Cost Per 120 M^3 795,799.40
2.5.7) M55 Design Mix Using 20 mm nominal size graded crushed coarse aggregates-Superstructure
Description Unit Quantity Rate Amount
Details of Cost for 120m^3 1000
10mm aggregates m3 43.20 1285.71 55542.67
Admixture @ 0.4 percent of cement Kg 216 169.49 36609.84
Mazdoor day 20 451.22 9024.40
Baching Plant 120m^3/hr capacity hr 1.00 3192.37 3192.37
Generator 100 KVA hr 6.00 1104.24 6625.44
Transit Mixer (Capacity 6.0m^3/hr) hr 15.00 1608.47 24127.05 0.00
Transit Mixer (Capacity 6.0m^) at 2.5 interval t-km 300.00 8.93 2679.00
Concrete Pump hr 6.00 904.24 5425.44
Vibrator (Needle type 40mm) hr 0.30 334.75 100.43
Subtotal-A 632,022.57
Add 1% on Water charges on A 6320.23
Sun dries 1% on A 6320.23
Subtotal-B 644,663.03
Over Head charges 10% on B 64,466.30
Subtotal-C 709,129.33
Contractor's Profit 10% on C 70,912.93
Total Cost Per 120 M^3 780,042.26
2.5.5) M40 Design Mix Using 20 mm nominal size graded crushed coarse aggregates-Superstructure
Description Unit Quantity Rate Amount
Details of Cost for 15 m^3
Admixture @ 0.4 percent of cement Kg 25.2 169.49 4271.15 0.36 43.2
Mason day 2 461.22 922.44
Mazdoor day 20 451.22 9024.40
Mobile batching plant hr 0.75 615.25 461.44
Generator 100 KVA hr 0.75 1104.24 828.18
Water tanker 6kL hr 1.00 621.19 621.19
Tractor Trolley hr 1.00 561.02 561.02 0.00
Transit Mixer (Mixer of 6.0m^3 capacity at 2.5 interval) hr 2.00 1608.47 3216.94
Concrete Pump hr 0.75 904.24 678.18
Vibrator (Needle type 40mm) hr 1.50 334.75 502.13
Subtotal-A 98,887.82
Add 1% on Water charges on A 988.88
Sun dries 1% on A 988.88
Subtotal-B 100,865.57
Over Head charges 20% on B 20,173.11
Subtotal-C 121,038.69
Contractor's Profit 10% on C 12,103.87
Total Cost Per 15 M^3 133,142.55
2.2.4.1) M35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates-Foundation
Description Unit Quantity Rate Amount
Details of Cost for 15m^3 1000
10mm aggregates m3 5.4 1285.71 6942.83
Admixture @ 0.4 percent of cement Kg 23.4 169.49 3966.07
Mason day 3 461.22 1383.66
Mazdoor day 8 451.22 3609.76
Mobile batching plant hr 0.75 615.25 461.44
Generator 100 KVA hr 0.75 1104.24 828.18
Water tanker 6kL hr 1.00 621.19 621.19
Tractor Trolley hr 1.00 561.02 561.02 0.00
Transit Mixer (Mixer of 6.0m^3 capacity at 2.5 interval) hr 2.00 1608.47 3216.94
Concrete Pump hr 0.75 904.24 678.18
Vibrator (Needle type 40mm) hr 1.50 334.75 502.13
Subtotal-A 90,029.31
Add 1% on Water charges on A 900.29
Sun dries 1% on A 900.29
Subtotal-B 91,829.90
Over Head charges 20% on B 18,365.98
Subtotal-C 110,195.88
Contractor's Profit 10% on C 11,019.59
Total Cost Per 15 M^3 121,215.47
2.2.1.2) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates-Foundation
Description Unit Quantity Rate Amount
Details of Cost for 1m^3 1000
Stone Aggregate 20mm Nominal Size m3 0.46 1285.71 591.43 4320000
RCA 20mm Down Size m3 0.11 952.381 104.76 8000
Stone Aggregate 10mm Nominal Size m3 0.22 1285.71 282.86 400
RCA 10mm Down Size m3 0.06 952.381 57.14
Coarse Sand Kg 0.43 1417.4 609.48
Mazon Class II day 0.25 461.22 115.31
Mazdoor Light day 0.9 451.22 406.10
Mazdoor Light(Helper) day 1 451.22 451.22
Concrete Mixer hr 0.10 303.39 30.34
Vibrator (Needle type 40mm) hr 0.35 334.75 117.16
Subtotal-A 5,325.79
Add 1% on Water charges on A 53.26
Sun dries 1% on A 53.26
Subtotal-B 5,432.31
Over Head charges 20% on B 1,086.46
Subtotal-C 6,518.77
Contractor's Profit 10% on C 651.88
Total Cost Per M^3 7,170.65
2.1.3-PCC-Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates
Description Unit Quantity Rate Amount
Details of Cost for 1m^3 1000
Stone Aggregate 40mm Nominal Size m3 0.65 1190.48 773.81 4320000
Stone Aggregate 20mm Nominal Size m3 0.24 1285.71 308.57 4320000
Coarse Sand Kg 0.47 1417.4 666.18
Mazon Class II day 0.5 461.22 230.61
Mazdoor Light day 2 451.22 902.44
Concrete Mixer hr 0.25 303.39 75.85
Vibrator (Needle type 40mm) hr 0.50 334.75 167.38
Subtotal-A 4,884.83
Add 1% on Water charges on A 48.85
Sun dries 1% on A 48.85
Subtotal-B 4,982.53
Over Head charges 20% on B 996.51
Subtotal-C 5,979.04
Contractor's Profit 10% on C 597.90
Total Cost Per M^3 6,576.94
Name of work : Construction of Bridge Across Doni River on Basvanbagewadi Masibnal Donur Neginal MDR at KM 9.50 in Basvanbagewadi Taluk of Vijayapur District 5%
Rate Analysis - structures
Item No. Item code Description Unit Basic Rate Overhead/Dewatering/Form work and Shuttering charges Rate for Area Weightage Final Rate with Area Weightage
1 PWD CSR 2023-24 V-3 Item no 2.5(ii)A Page no 09 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..(ii) By Mechanical Means using Dozer Sqm 393.00 19.65 412.65
2 VOL-1 Commom SR for Engineering departments Item code 1.14. Page no 8 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m by Mechanical Means Cum 102.00 15.3 5.1 122.40
Note: Cost of De-watering upto 5 % of (A+B) may be added, where required assessment (1.14.1) pg-8
3 VOL-1 Commom SR for Engineering departments Item code 1.15.1 Page no 9 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In Ordinary/Soft rock with out blasting up to 1.5m Depth Cum 363.00 54.45 18.15 435.60
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.
4 VOL-1 Commom SR for Engineering departments Item code 1.15.3 Page no 9 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In Ordinary/Soft rock with out blasting Depth exceeding 3m but not exceeding 4.5m by Mechanical Means Cum 463.00 92.6 23.15 578.75
Note: Cost of De-watering upto 10 % of (A+B) may be added, where required assessment (1.15.3) pg-9
5 VOL-1 Commom SR for Engineering departments Item code 1.15.2 Page no 9 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In Ordinary/Soft rock with out blasting Depth exceeding 1.5m but not exceeding 3.0m by Mechanical Means Cum 425.00 74.375 21.25 520.63 0.075 0.1
Note: 1) Cost of De-watering upto 7.5 % of (A+B) may be added, where required assessment for dewatering shall be made as per site condition
6 VOL-3 Schedule of rates for roads and bridges Item code 12.3 Page no 117 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification including cost of materials, labour, HOM of machineries, complete as per specifications. A. Granular material MORTH Specification No. 710.1.4.of IRC:78 & 2200 Cum 1,168.00 58.4 1,226.40
7 NH SOR_2021-2022 Item No. 7.07, Page No 92 Geosynthetic Drainage Composite Supplying & laying of drainage composite for use behind walls, between · two different fills, alongside drains of road, below concrete lining of canals etc. eocomposite for planar drainage, realized by thermobonding a draining core in extruded monofilaments with two filtering nonwoven geotextiles that may also be working as separation or protecting layers. The draining three dimensional core will have a "W" configuration as longitudinal parallel channels. Minimum thickness to be 7.2mm, with two filtering UVstabilized polypropylene nonwoven geotextile of minimum thickness of 0.75 mm having pores of 150 micron and tensile strength of 8.0 kN/m that will be working as separation or protecting layer, geocomposite having in plane flow capacity of 2. t L I (m.s) at hydraulic gradient of 1.0 & 20 kpa pressure and tensile strength of 18 kN/m, with mass per unit area of 740 gsm, supplied in the form of roll for easy transportation to site of work as per detailed specification all complete as per directions of Engineer in charge, including cost of all materials all labour, usage charges of all machinery, all lead, lifts, loading; unloading transporting etc., complete. Sqm 78.00 3.9 81.90
8 VOL-1 Commom SR for Engineering departments Item code 2.1.3 Page no 15 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 machineries, 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 Cum 5,989.00 598.9 299.45 6,887.35
9 VOL-1 Commom SR for Engineering departments Item code 2.2.6Page no 15 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 all lead & lifts, cost of all materials,quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6,744.00 674.4 337.2 7,755.60
10 VOL-1 Commom SR for Engineering departments Item code 2.4.5Page no 16 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. (The cost of steel reinforcement & formwork to be paid separately) M35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 7,084.00 1416.8 354.2 8,855.00
2.6.2 ) beyond 0 m upto 5 m add 10% extra on formwork for staging & base preparation
11 VOL-1 Commom SR for Engineering departments Item code 2.4.5Page no 16 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. (The cost of steel reinforcement & formwork to be paid separately) M35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 7,084.00 1558.48 354.2 8,996.68
2.6.2 ) beyond 5 m upto 10 m add 12% extra on formwork for staging & base preparation
12 VOL-1 Commom SR for Engineering departments Item code 2.4.5Page no 16 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. (The cost of steel reinforcement & formwork to be paid separately) M35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 8,075.76
2.6.3 ) beyond 10 m upto 15 m add 14% extra on formwork for staging & base preparation
12 PWD CSR 2023-24 Volume 1 Item no 2.11b) page no 18 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.b)Foundation of bridges Tonne 86,206.00 4310.3 90,516.30
13 PWD CSR 2023-24 Volume 1 Item no 12.11c) page no 18 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.C)Substructure of bridges Tonne 86,433.00 4321.65 90,754.65
14 VOL-1 Commom SR for Engineering departments Item code 2.5.4Page no 17 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M 35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 7,252.00
2.6.3 ) beyond 5 m upto 10 m add 12% extra on formwork for staging & base preparation 382.2
Vol-3 SR Page A-19 Additionalities 20% on finished rate of concrete per m3
15 VOL-1 Commom SR for Engineering departments Item code 2.5.4Page no 16 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M 35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 9,717.68
2.6.4 ) beyond 10 m upto 15 m add 14% extra on formwork for staging & base preparation 411.6
Vol-3 SR Page A-19 Additionalities 20% on finished rate of concrete per m3
16 VOL-1 Commom SR for Engineering departments Item code 2.5.4Page no 16 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M 40 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(beyond 5 m upto 10 m) Cum 10,305.14
2.6.2 ) beyond 5 m upto 10 m add 12% extra on formwork for staging & base preparation 411.6
Vol-3 SR Page A-19 Additionalities 25% on finished rate of concrete per m3
17 VOL-1 Commom SR for Engineering departments Item code 2.5.4Page no 16 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M 40 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(beyond 10 m upto 15 m) Cum 7,522.00
2.6.3 ) beyond 10 m upto 15 m add 14% extra on formwork for staging & base preparation 441
Vol-3 SR Page A-19 Additionalities 25% on finished rate of concrete per m3
14 VOL-1 Commom SR for Engineering departments Item code 2.5.6 Page no 18 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M50 Design Mix Using 20 mm nominal size graded crushed coarse aggregates cum 6,500.49 3055.23 325.0243073 9,880.74
2.6.3 ) beyond 5 m upto 10 m add 12% extra on formwork for staging & base preparation
Vol-3 SR Page A-19 Additionalities 25% on finished rate of concrete per m3
15 VOL-1 Commom SR for Engineering departments Item code 2.5.6 Page no 18 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M50 Design Mix Using 20 mm nominal size graded crushed coarse aggregates cum 6,500.49
2.6.4 ) beyond 10 m upto 15 m add 14% extra on formwork for staging & base preparation
Vol-3 SR Page A-19 Additionalities 25% on finished rate of concrete per m3
15 PWD CSR 2023-24 Volume 1 Item no 2.11d) page no 18 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.D)Superstructure of bridges Tonne 86,658.00 4332.9 90,990.90
16 VOL-3 Schedule of rates for roads and bridges Item code 13.1 Page no 121 High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications Tonne 234,217.00 11710.85 245,927.85
17 PWD CSR 2023-24 Volume 1 Item no 2.11h) page no 18 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. h)All other type of Structures Sqm 79,011.00 3950.55 82,961.55
18 VOL-3 Schedule of rates for roads and bridges Item code 13.7 Page no 121 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification No 3,271.00 163.55 3,434.55
19 VOL-3 Schedule of rates for roads and bridges Item code 12.8 Page no 118 Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications c.c. 0.67
19 VOL-3 Schedule of rates for roads and bridges Item code 12.10 Page no 118 Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved Technical Specifications. Tonne 329.00 16.45 345.45
20 VOL-3 Schedule of rates for roads and bridges Item code 13.16 Page no 124 Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of weldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/backer rod, all as per approved drawings and specifications. m 1,795.00 89.75 1,884.75
21 VOL-3 Schedule of rates for roads and bridges Item code 13.19 Page no 124 Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. m 14,291.00 714.55 15,005.55
22 VOL-3 Schedule of rates for roads and bridges Item code 13.13 B Page no 123 Provision of an Reinforced cement concrete crash barrier at the bridge deck & approaches to bridge structure, constructed withReinforced cement concrete with TMT reinforcement conforming to MORT&H specificatios and as per details given in IRC-5 including dowel bars, 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/ NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the and approved drawing and at locations directed by the Engineer, all as specified B. Crash Barrier for Bridges (Height 1100 mm) as per details given IRC-5 (fig-2) (Area 0.298 m2 for 1 m length) m 4,870.00 243.5 5,113.50
23 VOL-3 Schedule of rates for roads and bridges Item code 13.13 A Page no 123 Provision of an Reinforced cement concrete crash barrier at the bridge deck & approaches to bridge structure, constructed withReinforced cement concrete with TMT reinforcement conforming to MORT&H specificatios and as per details given in IRC-5 including dowel bars, 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/ NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the and approved drawing and at locations directed by the Engineer, all as specified A. Crash Barrier for Bridges (Height 950 mm) as per details given IRC-5 (fig-1) (Area 0.254 m2 for 1 m length) m 4,168.00 208.4 4,376.40
24 VOL-3 Schedule of rates for roads and bridges Item code 13.8 Page no 121 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification cum 6,811.00 340.55 7,151.55
25 VOL-3 Schedule of rates for roads and bridges Item code 13.9 Page no 122 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) cum 11,835.00 591.75 12,426.75
26 VOL-3 Schedule of rates for roads and bridges Item code 16.4 Page no 111 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/Boulder cum 1,912.00 95.6 2,007.60
27 VOL-3 Schedule of rates for roads and bridges Item code 14.5 Page no 129 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification cum 3,036.00 151.8 3,187.80
28 VOL-3 Schedule of rates for roads and bridges Item code 14.4-A Page no 129 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/Boulder cum 1,912.00
28 VOL-3 Schedule of rates for roads and bridges Item code 12.1 Page no 117 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 Nos /mtr 138.00 6.9 144.90
29 VOL-3 Schedule of rates for roads and bridges Item code 8.10 Page no 66 Painting Two Coats 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 @ 1 litre for 2 m^2 Sqm 84.00 4.2 88.20
30 VOL-3 Schedule of rates for roads and bridges Item code 11.40 Page no 113 Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. Pile diametre = 1200 mm m 15,925.00 235.2
31 VOL-1 Commom SR for Engineering departments Item code 2.1.3 Page no 15 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 machineries, 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 cum 5,989.00 382.2
32 VOL-1 Commom SR for Engineering departments Item code 2.2.4.1Page no 16 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 all lead & lifts, cost of all materials,quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates cum 6,744.00
9 VOL-1 Commom SR for Engineering departments Item code 2.5.3 Page no 17 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Hand Rail) Cum 7,007.00
13 PWD CSR 2023-24 Volume 1 Item no 2.12 page no 18 Supplying, fitting and placing un-coated Mild steel reinforcement complete in foundation as per drawing and technical specification Tonne 73,713.00 313.6
30 VOL-1 Commom SR for Engineering departments Item code 2.4.2 Page no 16 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates cum 6,323.00 1264.60 316.15 7,903.75
2.6.2 ) beyond 0 m upto 5 m add 10% extra on formwork for staging & base preparation
31 VOL-1 Commom SR for Engineering departments Item code 2.4.4 Page no 16 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. (The cost of steel reinforcement & formwork to be paid separately) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates cum 6,742.00 1348.40 337.1 8,427.50
2.6.2 ) beyond 0 m upto 5 m add 10% extra on formwork for staging & base preparation
32 PW,P&IWTD, Belagavi circle, SoR, 2018-2019, Items No. 37.41.3, Page No. 269 Diversion of water course by providing Coffer dams or bunds or islands as may be necessary for piers and abutments foundations, bailing out or pumping water during excavation and until completion etc., including cost of materials, labour, HOM complete as per specifications. beyond 3.00 mtrs depth upto & including 4.5m depth cum 649.00 32.45 681.45
33 VOL-3 Schedule of rates for roads and bridges Item code 9.1 Page no 87 Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row . Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ii)1200 mm dia m 10,767.00 538.35 11,305.35
34 PW,P&IWTD, Belagavi circle, SoR, 2018-2019, Items No. 11 .56.2, Page No. 77 Providing and fixing unplasticised PVC pipes with working pressure 10 kg/sq.cm with pipe fittings, clips, making good the floor, including cost of all materials, labour charges, HOM and testing complete as per specifications. m 451.00 22.55 473.55
35 PWD NH- 2021-22 Item no 1 Page no 255 Tar paper: Supplying, and fixing in postion Tar paper over abutment as Bearing conforming to MoSRT &H Specifications as per drawing and Technical Specifications, including cost of all materials, labour, lead, lift, loading, unloading, transportation etc., complete Sqm 133.00 6.65 139.65
36 VOL-3 Schedule of rates for roads and bridges Item code 13.5 Page no 121 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre 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 complete as per specifications MORTH Specification No. 2703,1500,1600 & 1700 m 2,264.00 113.2 2,377.20
36 VOL-3 Schedule of rates for roads and bridges Item code 17-B-1 Page no 159 Providing and fixing 25mm diameter steel anchor dowel in hard rock including drilling hole of 32 mm diameter up to 0.75 mtrs depth, placing the dowel in position and effectively grouting the hole with CM 1:1 proportion etc. complete.. Each 1,250.00
37 VOL-3 Schedule of rates for roads and bridges Item code 8.2 Page no 63 Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M15 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409. M 242.00 235.2
38 VOL-1 Commom SR for Engineering departments Item code 2.1.3 Page no 15 Filling Annular Space Around Footing in RockProviding and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Cum. 5,989.00
37 PWD SR 2023-24 Volume 3 Item no 5.16(C) page no 121 Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects Cum. 10,954.00 547.7 11,501.70
38 PWD CSR 2023-24 V-3 Item no 2.10(Iv)A Page no 09 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 Dismantling Stone masonry by manual means Cum 520 26 546.00
38 PWD CSR 2023-24 V-3 Item no 13.24 Page no 125 Providing and Applying Acrylic anti-carbonation coating on concrete surface, which is single component, cold applied, water based acrylic polymer and Specially formulated to Protect RCC substrate that is directly exposed to atmospheric conditions like UV radiation, heavy rain, industrial pollution & carbonation. Apply without any dilution @ 0.25L/m2 in 2 coats to achieve DFT of 225 microns, The coating shall have Confirms in accordance with IRC SP:80-2008, Chloride Ion penetration – Concrete Guard (Coulombs) 575 as per ASTM C 1202 : 2019, SRI value of 104 as per ASTM E 1980 : 19 and Crack bridging ability up to 2mm, including priming the surface with 1 coat diluted with water in the ratio 1:1 spreading @ 0.125 L/m2 as self-priming coat. The finished cost to include surface preparation, treatment of cracks completely as per specification as per the direction of the Engineer In charge. Sqm 471 23.55 494.55
Sl.No Items of work Unit Qty Rate Amount
1 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 1.5m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m cum 0.00 122.19 0.0
2 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 1.5m including cost of labour, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth;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. cum 0.00 #REF! #REF!
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 1.5m including cost of labour, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work. In ordinary/soft rock without blasting Depth exceeding 1.5 m, but not exceeding 3 m;Note: 1) Cost of De-watering upto 7.5 % of (A+B) may be added, where required assessment for dewatering shall be made as per site condition; cum 0.00 434.85 0.0
4 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. cum 0.00 2,810.85 0.0
5 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates cum 0.00 5,989.00 0.0
6 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates cum 0.00 #REF! #REF!
7 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates cum 0.00 7,083.43 0.0
5 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 C) Sub Structure of Bridges mt 0.00 91,908.60 0.0
1 #REF! cum 0.00 #REF! #REF!
2 #REF! cum 0.00 #REF! #REF!
3 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 Nos 0.00 144.90 0.0
Total protection cost = #REF!
Name of work : Construction of Bridge Across Doni River on Basvanbagewadi Masibnal Donur Neginal MDR at KM 9.50 in Basvanbagewadi Taluk of Vijayapur District
Item No. Item code Description Unit Rate
1 PWD CSR 2023-24 V-3 Item no 2.5(ii)A Page no 09 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..(ii) By Mechanical Means using Dozer Sqm 393.00
2 VOL-1 Commom SR for Engineering departments Item code 1.14. Page no 8 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m by Mechanical Means Cum 102.00
Note: Cost of De-watering upto 5 % of (A+B) may be added, where required assessment (1.14.1) pg-8
3 VOL-1 Commom SR for Engineering departments Item code 1.15.1 Page no 9 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In Ordinary/Soft rock with out blasting up to 1.5m Depth Cum 363.00
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.
4 VOL-1 Commom SR for Engineering departments Item code 1.15.3 Page no 9 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In Ordinary/Soft rock with out blasting Depth exceeding 3m but not exceeding 4.5m by Mechanical Means Cum 463.00
Note: Cost of De-watering upto 10 % of (A+B) may be added, where required assessment (1.15.3) pg-9
5 VOL-1 Commom SR for Engineering departments Item code 1.15.2 Page no 9 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In Ordinary/Soft rock with out blasting Depth exceeding 1.5m but not exceeding 3.0m by Mechanical Means Cum 425.00
Note: 1) Cost of De-watering upto 7.5 % of (A+B) may be added, where required assessment for dewatering shall be made as per site condition
6 VOL-3 Schedule of rates for roads and bridges Item code 12.3 Page no 117 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification including cost of materials, labour, HOM of machineries, complete as per specifications. A. Granular material MORTH Specification No. 710.1.4.of IRC:78 & 2200 Cum 1,168.00
7 NH SOR_2021-2022 Item No. 7.07, Page No 92 Geosynthetic Drainage Composite Supplying & laying of drainage composite for use behind walls, between · two different fills, alongside drains of road, below concrete lining of canals etc. eocomposite for planar drainage, realized by thermobonding a draining core in extruded monofilaments with two filtering nonwoven geotextiles that may also be working as separation or protecting layers. The draining three dimensional core will have a "W" configuration as longitudinal parallel channels. Minimum thickness to be 7.2mm, with two filtering UVstabilized polypropylene nonwoven geotextile of minimum thickness of 0.75 mm having pores of 150 micron and tensile strength of 8.0 kN/m that will be working as separation or protecting layer, geocomposite having in plane flow capacity of 2. t L I (m.s) at hydraulic gradient of 1.0 & 20 kpa pressure and tensile strength of 18 kN/m, with mass per unit area of 740 gsm, supplied in the form of roll for easy transportation to site of work as per detailed specification all complete as per directions of Engineer in charge, including cost of all materials all labour, usage charges of all machinery, all lead, lifts, loading; unloading transporting etc., complete. Sqm 78.00 235.2
8 VOL-1 Commom SR for Engineering departments Item code 2.1.3 Page no 15 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 machineries, 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 Cum 5,989.00
9 VOL-1 Commom SR for Engineering departments Item code 2.2.6Page no 15 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 all lead & lifts, cost of all materials,quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6744 382.2
10 VOL-1 Commom SR for Engineering departments Item code 2.4.5Page no 16 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. (The cost of steel reinforcement & formwork to be paid separately) M35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 7084 382.2
2.6.2 ) beyond 0 m upto 5 m add 10% extra on formwork for staging & base preparation
11 VOL-1 Commom SR for Engineering departments Item code 2.4.5Page no 16 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. (The cost of steel reinforcement & formwork to be paid separately) M35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 7084 382.2
2.6.2 ) beyond 5 m upto 10 m add 12% extra on formwork for staging & base preparation
12 VOL-1 Commom SR for Engineering departments Item code 2.4.5Page no 16 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. (The cost of steel reinforcement & formwork to be paid separately) M35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 8,075.76
2.6.3 ) beyond 10 m upto 15 m add 14% extra on formwork for staging & base preparation
12 PWD CSR 2023-24 Volume 1 Item no 2.11b) page no 18 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.b)Foundation of bridges Tonne 86,206.00
13 PWD CSR 2023-24 Volume 1 Item no 12.11c) page no 18 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.C)Substructure of bridges Tonne 86,433.00 382.2
14 VOL-1 Commom SR for Engineering departments Item code 2.5.4Page no 17 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M 35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 7,252.00
2.6.3 ) beyond 5 m upto 10 m add 12% extra on formwork for staging & base preparation 382.2
Vol-3 SR Page A-19 Additionalities 20% on finished rate of concrete per m3
15 VOL-1 Commom SR for Engineering departments Item code 2.5.4Page no 16 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M 35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 9,717.68
2.6.4 ) beyond 10 m upto 15 m add 14% extra on formwork for staging & base preparation 411.6
Vol-3 SR Page A-19 Additionalities 20% on finished rate of concrete per m3
16 VOL-1 Commom SR for Engineering departments Item code 2.5.4Page no 16 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M 40 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(beyond 5 m upto 10 m) Cum 10,305.14
2.6.2 ) beyond 5 m upto 10 m add 12% extra on formwork for staging & base preparation 411.6
Vol-3 SR Page A-19 Additionalities 25% on finished rate of concrete per m3
17 VOL-1 Commom SR for Engineering departments Item code 2.5.4Page no 16 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M 40 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(beyond 10 m upto 15 m) Cum 7,522.00
2.6.3 ) beyond 10 m upto 15 m add 14% extra on formwork for staging & base preparation 441
Vol-3 SR Page A-19 Additionalities 25% on finished rate of concrete per m3
14 VOL-1 Commom SR for Engineering departments Item code 2.5.6 Page no 18 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M50 Design Mix Using 20 mm nominal size graded crushed coarse aggregates cum 6,500.49
2.6.3 ) beyond 5 m upto 10 m add 12% extra on formwork for staging & base preparation 441
Vol-3 SR Page A-19 Additionalities 25% on finished rate of concrete per m3
15 VOL-1 Commom SR for Engineering departments Item code 2.5.6 Page no 18 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M50 Design Mix Using 20 mm nominal size graded crushed coarse aggregates cum 6,500.49
2.6.4 ) beyond 10 m upto 15 m add 14% extra on formwork for staging & base preparation
Vol-3 SR Page A-19 Additionalities 25% on finished rate of concrete per m3
15 PWD CSR 2023-24 Volume 1 Item no 2.11d) page no 18 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.D)Superstructure of bridges Tonne 86,658.00
16 VOL-3 Schedule of rates for roads and bridges Item code 13.1 Page no 121 High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications Tonne 234,217.00
17 PWD CSR 2023-24 Volume 1 Item no 2.11h) page no 18 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. h)All other type of Structures Tonne 79,011.00
18 VOL-3 Schedule of rates for roads and bridges Item code 13.7 Page no 121 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification No 3,271.00
19 VOL-3 Schedule of rates for roads and bridges Item code 12.8 Page no 118 Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications c.c. 0.67
19 VOL-3 Schedule of rates for roads and bridges Item code 12.10 Page no 118 Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved Technical Specifications. Tonne 329.00
20 VOL-3 Schedule of rates for roads and bridges Item code 13.16 Page no 124 Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of weldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/backer rod, all as per approved drawings and specifications. m 1,795.00
21 VOL-3 Schedule of rates for roads and bridges Item code 13.19 Page no 124 Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manuacturer's instructions or installation. m 14,291.00
22 VOL-3 Schedule of rates for roads and bridges Item code 13.13 B Page no 123 Provision of an Reinforced cement concrete crash barrier at the bridge deck & approaches to bridge structure, constructed withReinforced cement concrete with TMT reinforcement conforming to MORT&H specificatios and as per details given in IRC-5 including dowel bars, 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/ NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the and approved drawing and at locations directed by the Engineer, all as specified B. Crash Barrier for Bridges (Height 1100 mm) as per details given IRC-5 (fig-2) (Area 0.298 m2 for 1 m length) m 4,870.00 235.2
22 VOL-3 Schedule of rates for roads and bridges Item code 13.13 A Page no 123 Provision of an Reinforced cement concrete crash barrier at the bridge deck & approaches to bridge structure, constructed withReinforced cement concrete with TMT reinforcement conforming to MORT&H specificatios and as per details given in IRC-5 including dowel bars, 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/ NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the and approved drawing and at locations directed by the Engineer, all as specified A. Crash Barrier for Bridges (Height 950 mm) as per details given IRC-5 (fig-1) (Area 0.254 m2 for 1 m length) m 4,168.00
23 VOL-3 Schedule of rates for roads and bridges Item code 13.8 Page no 121 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification cum 6,811.00 352.8
24 VOL-3 Schedule of rates for roads and bridges Item code 13.9 Page no 122 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) cum 11,835.00
25 VOL-3 Schedule of rates for roads and bridges Item code 16.4 Page no 111 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/Boulder cum 1,912.00
26 VOL-3 Schedule of rates for roads and bridges Item code 14.5 Page no 129 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification cum 3,036.00
27 VOL-3 Schedule of rates for roads and bridges Item code 14.4-A Page no 129 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/Boulder cum 1,912.00
27 VOL-3 Schedule of rates for roads and bridges Item code 12.1 Page no 117 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 Specificati Nos /mtr 138.00
28 VOL-3 Schedule of rates for roads and bridges Item code 8.10 Page no 66 Painting Two Coats 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 @ 1 litre for 2 m^2 Sqm 84.00 382.2
29 VOL-3 Schedule of rates for roads and bridges Item code 11.40 Page no 113 Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. Pile diametre = 1200 mm m 15,925.00 235.2
30 VOL-1 Commom SR for Engineering departments Item code 2.1.3 Page no 15 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 machineries, 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 cum 5,989.00 382.2
31 VOL-1 Commom SR for Engineering departments Item code 2.2.4.1Page no 16 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 all lead & lifts, cost of all materials,quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates cum 6,744.00
9 VOL-1 Commom SR for Engineering departments Item code 2.5.3 Page no 17 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Hand Rail) Cum 7,007.00
13 PWD CSR 2023-24 Volume 1 Item no 2.12 page no 18 Supplying, fitting and placing un-coated Mild steel reinforcement complete in foundation as per drawing and technical specification Tonne 73,713.00 313.6
29 VOL-1 Commom SR for Engineering departments Item code 2.4.2 Page no 16 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates cum 6,323.00 352.8
2.6.2 ) beyond 0 m upto 5 m add 10% extra on formwork for staging & base preparation
30 VOL-1 Commom SR for Engineering departments Item code 2.4.4 Page no 16 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. (The cost of steel reinforcement & formwork to be paid separately) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates cum 6,742.00
2.6.2 ) beyond 0 m upto 5 m add 10% extra on formwork for staging & base preparation
31 PW,P&IWTD, Belagavi circle, SoR, 2018-2019, Items No. 37.41.3, Page No. 269 Diversion of water course by providing Coffer dams or bunds or islands as may be necessary for piers and abutments foundations, bailing out or pumping water during excavation and until completion etc., including cost of materials, labour, HOM complete as per specifications. beyond 3.00 mtrs depth upto & including 4.5m depth cum 649.00
32 VOL-3 Schedule of rates for roads and bridges Item code 9.1 Page no 87 Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row . Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ii)1200 mm dia m 10,767.00
32 PW,P&IWTD, Belagavi circle, SoR, 2018-2019, Items No. 11 .56.2, Page No. 77 Providing and fixing unplasticised PVC pipes with working pressure 10 kg/sq.cm with pipe fittings, clips, making good the floor, including cost of all materials, labour charges, HOM and testing complete as per specifications. m 451.00
33 PWD NH- 2021-22 Item no 1 Page no 255 Tar paper: Supplying, and fixing in postion Tar paper over abutment as Bearing conforming to MoSRT &H Specifications as per drawing and Technical Specifications, including cost of all materials, labour, lead, lift, loading, unloading, transportation etc., complete Sqm 133.00
34 PWD SR 2023-24 Volume 3 Item no 13.5 Page no 121 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre 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 complete as per specifications MORTH Specification No. 2703,1500,1600 & 1700 m 2,264.00
34 VOL-3 Schedule of rates for roads and bridges Item code 17-B-1 Page no 159 Providing and fixing 25mm diameter steel anchor dowel in hard rock including drilling hole of 32 mm diameter up to 0.75 mtrs depth, placing the dowel in position and effectively grouting the hole with CM 1:1 proportion etc. complete.. Each 1,250.00
35 VOL-3 Schedule of rates for roads and bridges Item code 8.2 Page no 63 Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M15 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409. M 242.00 235.2
36 VOL-1 Commom SR for Engineering departments Item code 2.1.3 Page no 15 Filling Annular Space Around Footing in RockProviding and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Cum. 5,989.00
35 PWD SR 2023-24 Volume 3 Item no 5.16(C) page no 121 Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects Cum. 10,954.00
36 PW,P&IWTD, Belagavi circle, SoR, 2018-2019, Items No. 38.42.2, Page No. 208 Providing and laying Geocells ultrasonically welded 1.30mm thick, HOPE strips, expandable to form GEOCELLS of honeycomb structure, anchoring to metal pegs at each and cell to be laid on prepared surface Sqm 471.00
36 PWD CSR 2023-24 V-3 Item no 13.2 Page no 121 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) Cum 13971
37 PWD CSR 2023-24 V-3 Item no 15.2 Page no 135 Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concert laid over 12 mm thick mastic asphalt including disposal with all lift and lead. Sqm 154
38 PWD CSR 2023-24 V-3 Item no 15.3 Page no 135 Guniting concrete surface with cement mortar applied with compressor after cleaning surface and spraying with epoxy complete as per Technical Specification Sqm 772
39 PWD CSR 2023-24 V-3 Item no 15.9 Page no 135 Removal of defective concrete, cleaning the surface thoroughly, applying the shotcrete mixture mechanically with compressed air under pressure, comprising of cement, sand, coarse aggregates, water and quick setting compound in the proportion as per clause 2807.1., sand and coarse aggregates conforming to IS: 383 and table 1 of IS: 9012 respectively, water cement ratio ranging from 0.35 to 0.50, density of gunite not less than 2000 kg/m3, strength not less than 25 Mpa and workmanship conforming to clause 2807.6. Sqm 597
40 PWD CSR 2023-24 V-3 Item no 13.5 Page no 123 Filler joint-(ii) Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. m 137
41 PWD CSR 2023-24 V-3 Item no 2.8(ii) (a) Page no 10 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 ii)By Mechanical Means a) Cement Concrete Grade M-15 & M-20 Cum 719
42 PWD CSR 2023-24 V-3 Item no 136.24 Page no 125 Providing and Applying Acrylic anti-carbonation coating on concrete surface, which is single component, cold applied, water based acrylic polymer and Specially formulated to Protect RCC substrate that is directly exposed to atmospheric conditions like UV radiation, heavy rain, industrial pollution & carbonation. Apply without any dilution @ 0.25L/m2 in 2 coats to achieve DFT of 225 microns, The coating shall have Confirms in accordance with IRC SP:80-2008, Chloride Ion penetration – Concrete Guard (Coulombs) 575 as per ASTM C 1202 : 2019, SRI value of 104 as per ASTM E 1980 : 19 and Crack bridging ability up to 2mm, including priming the surface with 1 coat diluted with water in the ratio 1:1 spreading @ 0.125 L/m2 as self-priming coat. The finished cost to include surface preparation, treatment of cracks completely as per specification as per the direction of the Engineer In charge. Sqm 471.00
43 PWD CSR 2023-24 V-3 Item no 15.17 (b) Page no 136 Replacement of Expansion Joints complete m 3154
Sl. No. From Chainage To Chainage Length (in m) Height (in m)
Total length of Retaining wall on RHS 220
Sl. No. From Chainage To Chainage Length (in m) Height (in m)
Total length of Retaining wall on LHS 220
Bottom Chord (400X600X8) RHS
Volume 0.00384 M3
Total Length 35
Total Wt 1055.04 Kg
in T 1.05504 MT
Top Bracings (400X400X8) RHS
Volume 0.00384 M3
Total Length 16.5
Total Wt 497.376 Kg
in T 0.497376 MT
Stiffners For Top Bracing SHS(250X250X8)
Volume 0.005 M3
Total Wt 117.75 Kg
in T 0.11775 MT
Vertical Hangers (400X400X8) RHS
Volume 0.00256 M3
Total Length 7.5
Total Wt 150.72 Kg
in T 0.15072 MT
Volume 0.00512 M3
Total Length 7.294
Total Wt 293.160448 Kg
Volume 0.00512 M3
Total Length 6.662
Total Wt 267.759104 Kg
Volume 0.00512 M3
Total Length 5.565
Total Wt 223.66848 Kg
Volume 0.00512 M3
Total Length 3.92
Total Wt 157.55264 Kg
Bow Arch (Top Chord)
Volume 0.00384 M3
Total Length 39.612783
Total Wt 1194.087731 Kg
Size of Top Bow 400x600x8 400 600 8
Size of Bottom Chord 400x600x8
Size of Splce W D Thk
Nos os Splice in Top Bow 6
Nos os Splice in Bottom Chord 8
Volume 0.027209728 M3
Total Wt 4.1707 MT
Add 5% For Connection 4.3792 MT
Add 5% Wastage 4.5982 MT
Pre-Cast Concrete : Providing M55/20 grade reinforced cement concrete for Providing, casting, pre-stressing and curing precast Standard Pier Caps supporting superstructure, including shear key, pedestals, in-situ connection with pier. The item includes lifting the pier caps from the mould and shifting the same to the stacking yard. The item includes provision of holes for lifting and filling of holes after erection using non-shrin k grout.Pre-stressing strand/system, Reinforcement steel, anchorages and sheathing sha|l be paid separately. Rate shall include cost of using required dosage of adm ixture in concrete for obtaining required workability as per approval of Engineer and all related operations as required to complete the work as per drawing & specifications. The cost shall be inclusive of the cost of centering, shuttering, scaffolding, providing cut-outs where specified, curing arrangements as required, steam curing arrangement if deemed necessary, all handling etc. complete Cast insitu Pier cap / arm concrete shall be paid as per the rate for item
E RCC/PSC Grade M-50
Using Batching Plant, Transit Mixer and Concrete Pump
Taking output = 120 cum 120 cum
Per Cum Basic Cost (Rate as in sub-analysis) cum 120.00 6350.21 762,025
Water for curing Kl 63.00 40.00 2,520
For pouring and placing
Mazdoor day 7.56 656.71 4,962
Transit truck agitator
For transportation (6 cum Capacity) , L - lead in Kilometer tonne-km 300 x L 5.62 16,860 tonne-km Rate Considered from 2019 St. RA with 5 Km Lead
For unloading hour 2.78 1898.00 5,272
Hydraulic Boom placer pump hour 2.78 4502.00 12,506 Vol. 1, P No. A-46
Water tanker ( speed @ 20km/hr and return speed @ 30 km/hr and 30 mins for unloading )
(i) 16 KL capacity hour 3.06 1119.00 3,427 Vol. 1, P No. A-47
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 Cum 808957.00 6741.308333
(q) Height 5m to 10m
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum 808,957
d) Formwork and staging 6 per cent of (a+b+c) 6.00 48,537 SOR 22-24_Reduced due to Lanching 404.48
d1) Lanching of Pier Caps 1500/t 450,000 3,750.00
e) Overhead charges @ 10% on (a+b+c+d) 10% 130,749 SOR 23-24
f) Contractor's profit @ 10% on (a+b+c+d+e) 10% 143,824
Cost for 120 cum = a+b+c+d+e+f 1,582,068
Rate per cum = (a+b+c+d+e+f)/120 13,184
Net Rate 14,502.40
RCC Grade M50 Using Batching Plant
Taking output = 360 Cum
Cement tonne 154.80 5,860 907,128 Vol. 1, P No. A-39 6.6 400 Per Bag
Coarse sand cum 162.00 1,476 239,112 Vol. 1, P No. A-40, SL. 64, 23/24
20 mm Aggregate cum 194.40 1,333 259,135 Vol. 1, P No. A-38, SL. 4, 23/24
10 mm Aggregate cum 129.60 1,362 176,515 Vol. 1, P No. A-38, SL. 2, 23/24
Admixture @ 0.8 % of Cement Kg 1238.400 292 361,613 Vol. 1, P No. 17, SL. 27, 23/24
Silica Fume @ 5% of Cement Kg 7740.000 35 270,900
Cost of water KL 61.92 40 2,477
Mate day 0.16 966 155 Vol. 1, P No. A-48
Skilled Mazdoor day 1.00 690 690
Mazdoor day 3.00 657 1,970
Batching Plant of capacity 120 cum/hour hour 4.00 3,676 14,704 Vol. 1, P No. A-42
Generator 250 KVA hour 4.00 3,783 15,132 Vol. 1, P No. A-43
Loader 3.1 cum capacity hour 8.68 3,336 28,952 Vol. 1, P No. A-42
Transit truck agitator
For loading & Unloding time hour 4.000 1,898 7,592 P&M-34001
Per Cum Basic Cost of Labour, Material & Machinery (a+b+c)/360 6350.21
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