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| # | Company | Amount | Status |
|---|---|---|---|
| 1 | ₹4.1 Craccepted-aoc | ₹4.1 Cr | accepted-aoc |
Tender Value
₹3.9 Cr
EMD Value
₹5.9 L
Closing Date
12 May 2026, 10:59 pmClosed
Minor Irrigation Department
EXECUTIVE ENGINEER
REPAIR AND RESTORATION OF PARAMESHWAR-NADEPALLY TANK IN NADEPALLY VILLAGE OF SEDAM TALUKA OF KALABURGI DISTRICT. (UNDER 4702 MOT 2025-26)
MI/2025-26/IW/WORK_INDENT11564
MI/2025-26/IW/WORK_INDENT11564
Open
Irrigation and Other Works
Two Tender Document System(Two Cover)
Minor Irrigation Division Kalaburagi
12 documents required · 12 mandatory
Minimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. xxxxx Lakhs)
Satisfactoriy completed (atleast 90%) as prime contractor at-least one such similar work of value not less than Rs. xxxxxxx (80% of estimated cost of tender)
Executed in any one year the following minimum quantities of work (Cement Concrete - xxxx cum, Earthwork - xxxx cum, etc) (80% of peak rate of construction)
Tenderer or his identified Sub Contractor should possess valid Electrical License for executing building electrificatio works and should have executed similar electrical works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year
Tenderer or his identified Sub Contractor should possess valid license for executing water supply / sanitary engineering works and should have executed similar works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year
Owning the following key and critical equipment for this work (xxxx, xxxx, xxxx)
Liquid assets and /or availability of credit facilities of no less than Rs. xxxxxx Lakhs (estimated cash flow for 3 months of peak construction period)
Total value of civl engineering works executed and payments received in the last five years (year-wise)
List of existing commitments and ongoing works
List of works for which tenders already submitted
Banker Details for reference
Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded
Reports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five years
Qualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awarded
List of Financial Resources with Certificates
Satisfactorily completed (at least 90% of the contract value), similar nature of work from a single contract such as Construction/Improvements of Tank of value not less than Rs. 196.69 Lakhs during the last five years (2021-22 to 2025-26). The value of the completed work shall be given a weight of 10% per year to bring them to the price level of FY 2026-27.The work done certificate should be obtained duly Signed from an Officer not below the rank of Executive Engineer of the concerned division
The intending bidder should have executed a minimum Quantity of the following Items as stated below in any one year in during last five years (2021-22 to 2025-26). The work done certificate should be obtained duly signed from an Officer not below the rank of Executive Engineer 1. Earth work (Excavation and Embankment Quantity): 58690.00 Cum 2. Cement Concrete Quantity: 619.00 Cum 3. Reinforcement Steel: 15.74 Tonne 4. Pitching/Revetment: 5439.00 Sqm
List of Existing Commitments and ongoing works in all departments
Section 3 Qualification Information as per bid document
Equipment Capabilities (a Availability by owning at least 50 percent of the required / specified key and critical equipment for this work and the remaining 50 percent can be deployed on lease/hire basis for all works provided the relevant documents (commitment agreements etc. RC Book, Sale Deed, purchase invoice, hire/lease documents with relevant hire / lease vehicles documents attached) for availability for this work are furnished below 1. Hydraulic Excavator of not less than 0.9 cum capacity 2. No. 2. Tipper of not less than 4 cum capacity 4 No. 3. Self-Loading /Transit Concrete mixer of not less than 4 Cum Capacity 1 No. 4.Roller (Static) DRR / VRR 1 No.
Liquid assets and /or availability of credit facilities of no less than Rs. 120.43 Lakhs (Credit lines/ letter of credit/ certificates from banks) for meeting the fund requirement etc.
Achieved in at least two financial years during last 5 years (i.e., 2021-22 to 2025-26) Minimum financial turnover (in all classes of civil engineering construction works only) of Rs. 786.76 Lakhs should not be less than Two times the Estimated Annual Payments under this contract. Financial turnover of previous years will be given a weightage of 10% per year to bring them to price level of FY 2026-27.
Tenderers who meet the specified minimum qualifying criteria will only be qualified, if their available tender capacity is more than the total tender value. The available tender capacity will be calculated as under: Assessed available tender capacity (AxNx1.5-B), Where A is Maximum value of civil engineering works executed in any one year during the last five years i.e.2020-21 to 2024-25 (updated to 2025-26 price level) taking into account the completed as well as works in progress. N is Number of years (0.75 years) prescribed for completion of the works for which tenders are invited. B is Value, at 2025-26 price level, of existing commitments and ongoing works to be completed during the next 0.75years (09 Calendar months) Note: The statements showing the value of existing commitments and ongoing works as well as the stipulated period of completion remaining for each of the works listed should be countersigned by the Employer in charge, not below the rank of an Executive Engineer or equivalent.
A copy of valid KPWD Class II and above registration certificate of individual bidder should be uploaded
₹5,000
₹5.9 L
12 May 2026
29 Apr 2026
13 May 2026
11 May 2026
8 May 2026
GOVERNMENT OF KARNATAKA
MINOR IRRIGATION AND GROUND WATER DEVELOPMENT DEPARTMENT
DRAFT TENDER SCHEDULE
REPAIR AND RESTORATION OF PARAMESHWAR-NADEPALLY TANK IN NADEPALLY VILLAGE OF SEDAM TALUKA OF KALABURGI DISTRICT.
AMOUNT PUT TO TENDER : Rs. 39337522.69
OFFICE OF THE :
EXECUTIVE ENGINEER
MINOR IRRIGATION AND GROUND WATER
DEVELOPMENT DIVISION. KALABURGI
REPAIR AND RESTORATION OF PARAMESHWAR-NADEPALLY TANK IN NADEPALLY VILLAGE OF SEDAM TALUKA OF KALABURGI DISTRICT.
CHECK LIST FOR DTS
1 Name of the work REPAIR AND RESTORATION OF PARAMESHWAR-NADEPALLY TANK IN NADEPALLY VILLAGE OF SEDAM TALUKA OF KALABURGI DISTRICT.
2 Estimate Cost in Rs …...(whether ECV is mentioned) ₹ 49,000,000.00
3 Amount Excl. GST in Rs ₹ 39,337,522.69
5 Amount put to tender (Excl. GST) in Rs ₹ 39,337,522.69
a)Upto Rs. 20.00 lakhs - 2.50 %
b)Rs. 20.00 lakhs and above upto Rs. 1.00 crore - 2% subject to a minimum of Rs. 50,000/-
c) Rs. 1.00 crore and above upto Rs. 10.00 crore - 1.5 % subject to a minimum of Rs. 2,00,000/- ₹ 600,000.00
d) Rs. 10. crore and above -1.00 % subject to a minimum of Rs. 15,00,000/-
5 Period of Completion (Including Mansoon) in Months 11 Months
6 Financial Turn over in Rs.
a) For KW-3 equal to APT
b) For KW-4 - 2 x APT x 12/ tender period Rs. 859.00 Lakhs
7 Similar nature of Work - 50% of APT
a) For KW - 3 - 50 %
b) For KW - 4 - 50 % Rs. 196.69 Lakhs
8 Letter of Credit - % of APT
a) For KW-3 30% of APT
b) For KW-4 - Estimate cash flow for three months in peak construction period (Rs. In Lakhs) Rs. 111.11 Lakhs
9 Executed Quantity
a) For KW 3-80 % x Qty x 12 / tender period
b) For KW 4-80 % x Qty x 12 / tender period
i) Earthwork (Cum) 48425.00
ii) Concrete (Cum) 619.00
iii) Steel ( tonne) 16.00
10 Machinaries Ownership (Minimum) Hire basis Total
Excavator / Poclaine (0.90 Cum Capacity) 1 1 2
Lorry / Tipper 2 1 3
Self loading concrete mixer (Ajax-3.75Cum Capacity) 1 1 2
Power Roller/ Earth work compactor 1 1 2
11 General Conditions Yes
12 Bid validity Period Yes
13 Drawings Yes
REPAIR AND RESTORATION OF PARAMESHWAR-NADEPALLY TANK IN NADEPALLY VILLAGE OF SEDAM TALUKA OF KALABURGI DISTRICT.
TECHNICAL QUALIFICATION CRITERIA
Sl.no Criterion Criterion Type Criterion Documents
1 ITT 3.3 Each Tenderer should further demonstrate (a) Availability by owning at least 50% of the required / specified key and critical equipment for this work and the remaining 50% can be deployed on lease / hire basis for all works provided, the relevant documents (Bidder has to upload the Scanned Copies of Original Commitment agreements, RC book, Purchase invoice, sale deed, hire/lease deed, latest B-extracts, latest insurance copy etc.,) for availability for this work are furnished. A) Availability by owing the following key and critical equipment for the work. Excavator REQUIRED 02 NOs OWN 01NOs HIRE 01NOs Lorry / Tippers REQUIRED 3NOs OWN 2NOs HIRE 1NOs Self loading Concrete Mixer REQUIRED 02NOs OWN 1NOs HIRE 01NOs Power Roller/ Earth work compactor REQUIRED 02NOs 1NOs HIRE 01NOs Capabilities of Vendor Certified copy
2 ITT3.2 a. To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e. (2020-21, 2021-22, 2022-23, 2023-24 & 2024-25). Achieved in at least two financial years a minimum financial turnover of Rs. 859.00 Lakhs. Financial Status Audited profit and loss Account statement issued by Chartered Accountant
3 ITT 3.2b.Satisfactory completion (at least 90% of the contract value), as Prime contractor, at least one similar work such as Improvements to Tank from Single Contract of value not less than Rs. 196.69 Lakhs during the last five years (2020-21 to 2024-25). The work done certificate should be obtained duly signed from an Officer not below the rank of Executive Engineer of the concerned division. Capabilities of Vendor Registration Certificate & LeaseAgreement
4 EPF & ESI Registration Certificate & Previous month ESI Payment challan. Capabilities of Vendor Registration Certificate
5 ITT 3.2c To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e. (2020-21, 2021-22, 2022-23, 2023-24 & 2024-25) Executed in any one year the minimum quantities of work: 1) Earthwork including excavation and embankment etc- 48425.00 Cum, 2)Cement Concrete above grade of M10 - 619.00 Cum, 3) Reinforcement steel - 16.00 Tonne Past Experience Work Done Certificate issued by the Officer not below the rank of Executive Engineer
6 ITT3.3 b. Liquid assets and or availability of credit facilities of not less than Rs. 111.11 Lakhs (Credit lines / Letter of credit / Certificates from Banks) for meeting the fund requirement etc. Capabilities of Vendor Banker’s Certificate
7 Total value of civil engineering works executed and payments received in the last five years (year-wise) FROM YEAR 2020-21 TO 2024-25. Capabilities of Vendor statement issued by Chartered Accountant
8 List of existing commitments and ongoing works Capabilities of Vendor Certified copy
9 Banker Details for reference - Copy of Bank details
10 Construction equipment owned by the Tenderer and equipment proposed to be deployed on this contract, if awarded Capabilities of Vendor Certified copy
11 Reports on the financial standing of the tenderer, Such as profit and loss statements and auditors reports for the last five year Financial Status Audited profit and loss Account statement issued by Chartered Accountant
12 Qualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awarded. Capabilities of Vendor Certified copy
13 List of Financial Resources with Certificates Capabilities of Vendor Certified copy
General Conditions of Eligibility
1 Tenders from Joint ventures are not acceptable.
2 Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka.
3 It shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of KPPP PORTAL on or before the last date and time of bid submission.
4 The bidder is required to ensure browser compatibility of the computer well in advance to the last date and time for receipt of tenders. The departments shall not be responsible for non-accessibility of KPPP portal due to internet connectivity issues and technical glitches at bidders end.
5 EMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.
6 The intending Bidder/ firm/ company are advised to visit the work site before submission of the tenders.
7 The necessary Certifcates / documents in support of eligibility criteria fulflled as stipulated shall be scanned and attached to e- tender document. The original certificate / documents shall be produced prior to the opening of bid for verification. Scanned signature of the Bidder/ firm/ company authorized representative of the Bidder/ firm/ company shall be attached while uploading bid document.
8 If any of the dates mentioned above happens to be a general holiday, the next working day holds good.
9 Conditional tenders are liable to be rejected. The officer competent to accept the tender shall have the right to reject any or all the tenders without assigning any reason whatsoever.
10 Corrigendum will be published in the website for all modifications or corrections if any.
11 The contractor should mention their recent correct postal address & mail address in declaration forms.
12 All materials like steel, cement etc., required for the above work should be procured by the contractor only. No departmental supply of any materials shall be made by Department.
13 The contractor should adhere to the accepted execution plan submitted by him under any circumstances without linking to the pending payment of the work & also Land acquisition problems if any.
14 Typographical errors, if any, will not be the ground for any claims by the Contractor.
15 The necessary Certificates / documents in support of eligibility criteria fulfilled as stipulated shall be scanned and attached to e- tender document. The original certificate / documents shall be produced for verification when demanded, otherwise the tender will be treated as non responsive bid and rejected.
16 Scanned signature of the Bidder/ firm/ company authorized representative of the Bidder/ firm/ company shall be attached while uploading bid document.
17 Incomplete tender documents will be rejected.
18 As per the Karnataka Building and other Constructions Workers Welfare Cess Act 1996, 1% of the bill amount will be deducted from the bills.
19 The contractor should adhere to the accepted execution plan submitted by him under any circumstances without linking to the pending payment of the work.
20 The contractor should furnish the name of the individual / firm / company with address & telephone No with place of registration, year of incorporation etc.
21 Original documents shall be produced for verification at the any stage of tender process, Failure to produce original documents will lead to disqualification. work done certificate should have all the details CR no, work order issuing date, work completion date and year as asked in bid document.
22 The Applicant shall be registered in KPWD and shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by GOK/GOI.
23 Restrictions on Public Procurement from Bidders of certain countries as per Government order No. FD 455 Exp-12 2020 Bengaluru dated:01-04-2023.
24 During the execution of works, if any minor minerals are required, contractors have to abide by the prevailing rules and Acts applicable to Minor Minerals. As per the prevailing rules, for any use of Minor Minerals, the contractor has to submit the mineral Dispatch Permit (MDP) obtained from Mines and Geology Department. If mineral Dispatch permit (MDP) is not submitted by the contractor along with the bill, the prevailing penalty DMF contribution as per Karnataka Minor Mineral Concession Rules 1994 (as amended from time to time) will be deducted from the contractors bill.
25 The agencies participating in the tender shall be registered in the Construction Labor Board as per the G.O. No. LD 300 LET 2006 Dated:18-1-2007 and Addendum No. LD 95 LET 2013 Bengaluru Dt:1-4-2013. Also the contractors entrusted with the work shall employ the labors only who have registered in the Karnataka Building and Construction Workers Welfare Board failing which the contractor shall be liable for any further action as deem fit by the authority.
26 Within 20 days of receipt of the Letter of Acceptance, the successful Tenderer shall deliver to the Employer a Security deposit in any of the forms as mentioned in bid document for an amount equivalent to 5% of the Contract price plus additional security for unbalanced tenders in accordance with Clause 25.5 of ITT and Clause 44 of the Conditions of Contract for all works.
27 The contractor has to make his own arrangements for procurement of all the required materials and the materials so procured shall confirm to the relevant IS Specifications and obtain necessary quality certificate from authorized quality control.
28 The Contractor is fully responsible for the Equipment / Material until the same is handed over to the EXECUTIVE ENGINEER in an operating condition after commissioning. The Contractor is responsible for the proper maintenance of equipment / material as well as protection of the same against theft, elements of nature, damages etc., while in his custody as well as after erection until the same is taken over by the EXECUTIVE ENGINEER under due acknowledgment in writing.
29 The tenderer shall also disclose if there are any bankruptcy proceedings against him.
30 The Work Done Certificates shall be issued by the Executive Engineer with indent number mentioned (if work done in Karnataka State), otherwise it shall be issued/counter signed by Superintending Engineer (if the work is done in other states).
31 Sub-Leasing/G.P.A of Work is Prohibited.
32 Each Item Of BOQ To be read as with all lead and lifts and including loading and unloading charges and all other charges and as per the direction of Engineer in charge.
33 Uploaded drawings are for TENDER PURPOSE ONLY.
34 The statements showing the value of existing commitments and on-going works as well as the stipulated period of completion remaining for each of the work listed should be countersigned by the Employer in charge, not below the rank of an Executive Engineer or equivalent.
35 Income Tax : Latest copy of the Income Tax Clearance Certificate and Sale Tax Clearance PAN and TAN Nos. to be uploaded.
36 It shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee into the respective receiving bank accounts of KPPP Portal on or before the last date and time of bid submission.
37 The tender processing charges paid by the bidder/ firm/ company are not refundable even if the tenders are cancelled.
38 All other terms and conditions as per KW-4 tender documents.
39 The tenderer has to quote his rate by excluding GST. However contract will be concluded for the AMOUNT (Exclusive of GST) but Applicable GST will be paid extra prevailing at the time of execution.If the GST rates are revised during the contract period, the Tenderer/Employer has to accept the revised GST rates for making payment/recovery”
General Conditions of Eligibility
1 Annual Turnover Certificate with UDIN Certified by CA
2 Company Registration Certifcate
3 Details of Existing commitments and ongoing works as per bid document
4 Details Works for which Tenders already submitted as per section 3 of Standard bid document.
5 Latest Address and contact number for communication to be furnished.
6 Necessary documents for key and critical equipments. Bidder has to upload the Scanned Copies of Original Commitment agreements, RC book, Purchase invoice, sale deed, hire/lease deed, latest B-extracts, latest insurance copy etc.
7 Contractor should produce the updated G.S.T Clearance Certifcates, IT Returns, Proft and Loss Statements along with balance sheets issued by Chartered Accountant for the years from 2020-21 to 2024-25.
REPAIR AND RESTORATION OF PARAMESHWAR-NADEPALLY TANK IN NADEPALLY VILLAGE OF SEDAM TALUKA OF KALABURGI DISTRICT.
Esimated Cost : Rs. 4,90,000.00
Amount put to Tender in Rs. 39337522.69 EXE CC STEEL PITCHING st. Steel
ITEM No's. DESCRIPTION UNIT New Bund Existing Bund Waste Weir Desilt Sluice QUANTITY RATE (In Rs.) AMOUNT (In Rs.)
I)CONSTRUCTION OF NEW BUND FROM CH 0.00 TO 300 MTR
1 Cutting and burning or disposing off Apu / Jondu from marshy areas as directed with all other ancillary operations complete. (WRD SR VOL-IV PART-I of 2023-24, Item No.8.3, page 101) sqm 4050.00 4820.00 4050.00 9.87 39,973.50
2 Cutting and removing jauliflora bushes upto 1.50 m girth excluding removal of stumps and including burning or disposing off the materials as directed with all other ancillary operations complete. (WRD SR VOL-IV PART-I of 2023-24, Item No.8.2.1, page 101) Each 180.00 100.00 180.00 26.78 4,819.50
3 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. (PWD SR VOL-I 2023-24 Item No.1.14, page 8) cum 32236.75 30.94 32236.75 107.10 3,452,555.93 32236.75
4 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. (PWD CSR V-I 2023-24 Item No-2.11(h) Page No 18) Tonne 14.74 3.48 1.46 14.74 73236.45 1,079,505.27 14.74
5 Providing cut-off trench filling using selected approved impervious soil from borrow areas in layers of 250 to 300 mm (before compaction) including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting to density control of not less than 95 percent using power roller and all other ancillary operations complete.(PWD SR VOL-I 2023-24 Item No.2.4.2, page 16) cum 3225.14 3225.14 542.85 1,750,767.25 3225.14
6 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.(PWD SR VOL-I 2023-24 Item No.2.4.2, page 16) cum 334.34 216.90 192.60 334.34 6858.65 2,293,121.88 334.34
7 Providing hearting embankment using selected approved impervious soil from borrow areas in layers of 250 to 300 mm (before compaction) including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting to density control of not less than 95 percent using power roller and all other ancillary operations complete.(MI SR VOL-IV PART-II for 2023-24 Item No.2.27, page 41) cum 7609.46 7609.46 531.30 4,042,906.10 7609.46
8 Providing and constructing vertical /inclined graded filter media using clean, hard graded sand and coarse aggregates from approved source satisfying specified filter criteria in layers of specified thickness including cost of all materials, machinery, labour, laying to required slopes, compacting and all other ancillary operations complete as per specifications and approved drawings.(MI SR VOL-IV PART-II for 2023-24 Item No.2.35.2, page 42) cum 748.59 748.59 2092.65 1,566,536.86
9 Providing casing embankment using semi-pervious / pervious approved soil from borrow areas in layers of 250 to 300 mm (before compaction) including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using power roller and all other ancillary operations complete.(WRD SR VOL-IV PART-I for 2023-24 Item No.3.3, page 47) cum 19249.88 19249.88 660.45 12,713,583.25 19249.88
10 Providing and constructing dry rubble rock-toe using rubble and stone chips from approved source including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes as per approved drawings and all other ancillary operations complete.(WRD SR VOL-IV PART-I of 2023-24, Item No.2.30, page 42) cum 843.75 843.75 1307.25 1,102,992.19 843.75
11 Providing and constructing longitudinal / cross graded filter drains using sand, 80mm to 20 mm and 20 mm down clean, hard graded aggregates from approved source satisfying specified filter criteria in layers of specified thickness including cost of all materials, machinery, labour, laying to required slopes, compaction and all other ancillary operations complete as per specifications and approved drawings.(MI SR VOL-IV PART-II for 2023-24 Item No.2.34, page 42) cum 130.40 130.40 2084.25 271,786.20
12 Geotextile Filter: Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/ cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching.(PWD CSR Vol III 2023-24 Item No-14.6 Page No 129) sqm 4299.15 4299.15 117.60 505,580.04
13 Providing and constructing 450 mm thick hand packed rough stone revetment consisting of 300 mm thick rough stones with 400 to 450 mm long through stones at 1.5 m c / c over a backing of 150 mm thick 40 mm down graded coarse aggregate layer including cost of all materials machinery, labour, laying to specified slope, wedging with chips, finishing & all necessary works as directed and complete as per specification.(MI SR VOL-IV PART-II for 2023-24 Item No.1.6, page 129) sqm 4299.15 1729.00 4299.15 771.75 3,317,869.01 4299.15
II) IMPROVEMENT TO EXISTING BUND CH 300.00 TO 657.00 Mtr:
14 Cutting and burning or disposing off Apu / Jondu from marshy areas as directed with all other ancillary operations complete. (WRD SR VOL-IV PART-I of 2023-24, Item No.8.3, page 101) sqm 4050.00 4820.00 4820.00 9.87 47,573.40
15 Cutting and removing jauliflora bushes upto 1.50 m girth excluding removal of stumps and including burning or disposing off the materials as directed with all other ancillary operations complete. (WRD SR VOL-IV PART-I of 2023-24, Item No.8.2.1, page 101) Each 180.00 100.00 100.00 26.78 2,677.50
16 Providing new embankment abutting to existing bund to strength the existing bund using soil from approved borrow area in layers of 200 to 250 mm and compacting each layer to density control of not less than 95 percent by vibrating plate compactor or pnuematic tamper including cost of all materials, machinery, labour, picking previous layer, spreading soil in layer, breaking clods, watering & all necessary works as directed and complete as per specification.(MI SR VOL-IV PART-II for 2023-24 Item No.3.7, page 139) cum 1404.02 1404.02 476.70 669,296.33 1404.02
17 Removing disturbed rough / size stone revetment 300 mm thick with 150 mm thick 40 mm down aggregate backing and resetting the same using the available stones and aggregate including packing, wedging, finishing & all necessary works as directed and complete as per specification.(MI SR VOL-IV PART-II for 2023-24 Item No.3.1, page 139) Sqm 770.00 770.00 143.85 110,764.50 770
18 Providing and constructing 450 mm thick hand packed rough stone revetment consisting of 300 mm thick rough stones with 400 to 450 mm long through stones at 1.5 m c / c over a backing of 150 mm thick 40 mm down graded coarse aggregate layer including cost of all materials machinery, labour, laying to specified slope, wedging with chips, finishing & all necessary works as directed and complete as per specification.(MI SR VOL-IV PART-II for 2023-24 Item No.1.6, page 129) sqm 4299.15 1729.00 1729.00 771.75 1,334,355.75 1729
III) DESILTING OF TANK BED
19 De-silting in Tank bed/Feeder Channel/Canal in dry condition by excavating the deposited bed material and disposing off the same by stacking/ formation of Embankment or as directed including cost of all machinery, labour & all necessary works as directed and complete as per specification.(MI SR VOL-IV PART-II for 2024-25 Item No.3.13, page 140) cum 10163.04 60.00 9546.05 98.70 942,195.14 9546.05
IV) IMPROVEMENTS TO EXISTING WASTE WEIR
20 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.(PWD SR VOL-I 2023-24 Item No.2.4.2, page 16) cum 334.34 216.90 192.60 216.90 6858.65 1,487,641.73 216.9
21 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. (PWD CSR V-I 2023-24 Item No-2.11(h) Page No 18) Tonne 14.74 3.48 1.46 3.48 73236.45 254,862.85 3.48
V) CONSTRUCTION OF SLUICE:
22 De-silting in Tank bed/Feeder Channel/Canal in dry condition by excavating the deposited bed material and disposing off the same by stacking/ formation of Embankment or as directed including cost of all machinery, labour & all necessary works as directed and complete as per specification.(MI SR VOL-IV PART-II for 2024-25 Item No.3.13, page 140) cum 10163.04 60.00 60.00 98.70 5,922.00 60
23 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all liftscomplete as per specifications. iii) Dismantling Stone Masonry. MORTH Specification No. 202, B. Rubble stone masonry in cement mortar. (CSR VOL-III Item No.2.10, page no-10 for 2024-25) cum 94.69 94.69 640.50 60,648.95
24 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. (PWD SR VOL-I 2023-24 Item No.1.14, page 8) cum 32236.75 30.94 30.94 107.10 3,313.67 30.94
25 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse.(PWD SR VOL-I 2024-25 Item No.2.2.1, page 8) cum 29.94 29.94 6688.00 200,238.72 29.94
26 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.(PWD SR VOL-I 2023-24 Item No.2.4.2, page 16) cum 334.34 216.90 192.60 192.60 6858.65 1,320,976.47 192.6
27 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. (PWD CSR V-I 2023-24 Item No-2.11(h) Page No 18) Tonne 14.74 3.48 1.46 1.46 73236.45 106,925.22 1.46
28 Fabrication, supply, erection, testing and commissioning of plug and rod type hoist assembly consisting of truncated upright cone type cast iron plug fixed to alloy steel screw hoist with supporting structure for operating circular sluice openings including cost of all materials, labour, machinery, cutting, aligning, anchoring, welding, finishing, cleaning, applying one coat zinc chromate red oxide primer and three coats anti corrosive bitumineous black paint & all necessary works as directed and complete as per specification.(MI SR VOL-IV PART-II for 2024-25 Item No.2.3, page 133) kg 200.00 200.00 249.90 49,980.00 0.20
29 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. (750mm dia)(Item no 16.16.c, Pg No. 146, Volume 3, CSR-2024-25) m 30.00 30.00 7002.45 210,073.50
30 Design, fabrication, supply, erection and commissioning of 1 metre wide catwalk connecting spillway piers / abutments at trunnion platfom level including cost of all materials, machinery, labour, cutting, aligning welding, anchoring, finishing, cleaning, applying one coat of zinc rich epoxy primer and two coats of cold applied coal tar epoxy paint and all other ancillary operations complete as per specifications and approved drawings. Note: 1. Weight of catwalk : 300 kg per metre length of catwalk. 2. Quantity of structural steel = 95.6 % of computed weight per m length.(Item no 6.4, Pg No. 74, WRD Volume IV, CSR-2024-25) m 12.00 12.00 32340.00 388,080.00
Executive Engineer
M.I. & GWD Division, Kalaburagi
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, costof 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 and form work to be paid seperately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
REPAIR AND RESTORATION OF PARAMESHWAR-NADEPALLY TANK IN NADEPALLY VILLAGE OF SEDAM TALUKA OF KALABURGI DISTRICT.
Sl. No Item of work Unit Qty Rate Amount MILE STONE - 1st (For 3 moths) Quantity Amount (Rs.) MILE STONE - 2nd (For 3 moths) Quantity Amount (Rs.) MILE STONE - 3rd (For 3 moths) Quantity Amount (Rs.) MILE STONE - 4th (For 2 moths) Quantity Amount (Rs.) Total Quantity Total Amount (Rs.)
1st Month 2nd Month 3rd Month 4th Month 5th Month 6th Month 7th Month 8th Month 9th Month 10th Month 11th Month
Qty Rate Amount Qty Rate Amount Qty Rate Amount Qty Rate Amount Qty Rate Amount Qty Rate Amount Qty Rate Amount Qty Rate Amount Qty Rate Amount Qty Rate Amount Qty Rate Amount
2 Cutting and removing jauliflora bushes upto 1.50 m girth excluding removal of stumps and including burning or disposing off the materials as directed with all other ancillary operations complete. (WRD SR VOL-IV PART-I of 2023-24, Item No.8.2.1, page 101) Each 280.00 26.78 7,498.40 56.00 26.78 1,499.68 84.00 26.78 2,249.52 140.00 26.78 3,749.20 280.00 7,498.40 0.00 26.78 0.00 0.00 26.78 0.00 0.00 26.78 0.00 0.00 0.00 0.00 26.78 0.00 0.00 26.78 0.00 0.00 26.78 0.00 0.00 0.00 0.00 26.78 0.00 0.00 26.78 0.00 0.00 0.00 280.00 7498.40 0.00 0.00
3 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. (PWD SR VOL-I 2023-24 Item No.1.14, page 8) cum 32,267.69 107.1 3,455,869.60 12,907.08 107.10 1,382,347.84 9,680.31 107.10 1,036,760.88 9,680.31 107.10 1,036,760.88 32,267.69 3,455,869.60 0.00 107.10 0.00 0.00 107.10 0.00 0.00 107.10 0.00 0.00 0.00 0.00 107.10 0.00 0.00 107.10 0.00 0.00 107.10 0.00 0.00 0.00 0.00 107.10 0.00 0.00 107.10 0.00 0.00 0.00 32267.69 3455869.60 0.00 0.00
4 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. (PWD CSR V-I 2023-24 Item No-2.11(h) Page No 18) Tonne 19.68 73236.45 1,441,293.34 5.90 73,236.45 432,388.00 5.90 73,236.45 432,388.00 7.87 73,236.45 576,517.33 19.68 1,441,293.34 0.00 73,236.45 0.00 0.00 73,236.45 0.00 0.00 73,236.45 0.00 0.00 0.00 0.00 73,236.45 0.00 0.00 73,236.45 0.00 0.00 73,236.45 0.00 0.00 0.00 0.00 73,236.45 0.00 0.00 73,236.45 0.00 0.00 0.00 19.68 1441293.34 0.00 0.00
5 Providing cut-off trench filling using selected approved impervious soil from borrow areas in layers of 250 to 300 mm (before compaction) including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting to density control of not less than 95 percent using power roller and all other ancillary operations complete.(PWD SR VOL-I 2023-24 Item No.2.4.2, page 16) cum 3,225.14 542.85 1,750,767.25 967.54 542.85 525,230.17 967.54 542.85 525,230.17 645.03 542.85 350,153.45 2,580.11 1,400,613.80 645.03 542.85 350,153.45 0.00 542.85 0.00 0.00 542.85 0.00 645.03 350,153.45 0.00 542.85 0.00 0.00 542.85 0.00 0.00 542.85 0.00 0.00 0.00 0.00 542.85 0.00 0.00 542.85 0.00 0.00 0.00 3225.14 1750767.25 0.00 0.00
6 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.(PWD SR VOL-I 2023-24 Item No.2.4.2, page 16) cum 743.84 6858.6525 5,101,738.70 148.77 6,858.65 1,020,347.74 185.96 6,858.65 1,275,434.68 260.34 6,858.65 1,785,608.55 595.07 4,081,390.96 74.38 6,858.65 510,173.87 185.96 6,858.65 1,275,434.68 -111.58 6,858.65 -765,260.81 148.77 1,020,347.74 0.00 6,858.65 0.00 0.00 6,858.65 0.00 0.00 6,858.65 0.00 0.00 0.00 0.00 6,858.65 0.00 0.00 6,858.65 0.00 0.00 0.00 743.84 5101738.70 0.00 0.00
7 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse.(PWD SR VOL-I 2024-25 Item No.2.2.1, page 8) cum 29.94 6688 200,238.72 2.99 6,688.00 20,023.87 2.99 6,688.00 20,023.87 2.99 6,688.00 20,023.87 8.98 60,071.62 20.96 6,688.00 140,167.10 0.00 6,688.00 0.00 0.00 6,688.00 0.00 20.96 140,167.10 0.00 6,688.00 0.00 0.00 6,688.00 0.00 0.00 6,688.00 0.00 0.00 0.00 0.00 6,688.00 0.00 0.00 6,688.00 0.00 0.00 0.00 29.94 200238.72 0.00 0.00
8 Providing hearting embankment using selected approved impervious soil from borrow areas in layers of 250 to 300 mm (before compaction) including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting to density control of not less than 95 percent using power roller and all other ancillary operations complete.(MI SR VOL-IV PART-II for 2023-24 Item No.2.27, page 41) cum 7,609.46 531.3 4,042,906.10 0.00 531.30 0.00 0.00 531.30 0.00 0.00 531.30 0.00 0.00 0.00 3,043.78 531.30 1,617,162.44 1,141.42 531.30 606,435.91 3,424.26 531.30 1,819,307.74 7,609.46 4,042,906.10 0.00 531.30 0.00 0.00 531.30 0.00 0.00 531.30 0.00 0.00 0.00 0.00 531.30 0.00 0.00 531.30 0.00 0.00 0.00 7609.46 4042906.10 0.00 0.00
9 Providing and constructing vertical /inclined graded filter media using clean, hard graded sand and coarse aggregates from approved source satisfying specified filter criteria in layers of specified thickness including cost of all materials, machinery, labour, laying to required slopes, compacting and all other ancillary operations complete as per specifications and approved drawings.(MI SR VOL-IV PART-II for 2023-24 Item No.2.35.2, page 42) cum 748.59 2092.65 1,566,536.86 0.00 2,092.65 0.00 0.00 2,092.65 0.00 0.00 2,092.65 0.00 0.00 0.00 224.58 2,092.65 469,961.06 149.72 2,092.65 313,307.37 299.44 2,092.65 626,614.75 673.73 1,409,883.18 74.86 2,092.65 156,653.69 -0.00 2,092.65 -0.00 0.00 2,092.65 0.00 74.86 156,653.69 0.00 2,092.65 0.00 0.00 2,092.65 0.00 0.00 0.00 748.59 1566536.86 0.00 0.00
10 Providing casing embankment using semi-pervious / pervious approved soil from borrow areas in layers of 250 to 300 mm (before compaction) including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using power roller and all other ancillary operations complete.(WRD SR VOL-IV PART-I for 2023-24 Item No.3.3, page 47) cum 19,249.88 660.45 12,713,583.25 0.00 660.45 0.00 0.00 660.45 0.00 0.00 660.45 0.00 0.00 0.00 0.00 660.45 0.00 1,443.74 660.45 953,518.74 2,406.24 660.45 1,589,197.91 3,849.98 2,542,716.65 3,849.98 660.45 2,542,716.65 4,331.22 660.45 2,860,556.23 1,443.74 660.45 953,518.74 9,624.94 6,356,791.62 2,887.48 660.45 1,907,037.49 2,887.48 660.45 1,907,037.49 5,774.96 3,814,074.97 19249.88 12713583.25 0.00 0.00
11 Providing and constructing dry rubble rock-toe using rubble and stone chips from approved source including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes as per approved drawings and all other ancillary operations complete.(WRD SR VOL-IV PART-I of 2023-24, Item No.2.30, page 42) cum 843.75 1307.25 1,102,992.19 0.00 1,307.25 0.00 0.00 1,307.25 0.00 0.00 1,307.25 0.00 0.00 0.00 0.00 1,307.25 0.00 84.38 1,307.25 110,299.22 253.13 1,307.25 330,897.66 337.50 441,196.88 253.13 1,307.25 330,897.66 168.75 1,307.25 220,598.44 84.38 1,307.25 110,299.22 506.25 661,795.31 0.00 1,307.25 0.00 0.00 1,307.25 0.00 0.00 0.00 843.75 1102992.19 0.00 0.00
12 Providing and constructing longitudinal / cross graded filter drains using sand, 80mm to 20 mm and 20 mm down clean, hard graded aggregates from approved source satisfying specified filter criteria in layers of specified thickness including cost of all materials, machinery, labour, laying to required slopes, compaction and all other ancillary operations complete as per specifications and approved drawings.(MI SR VOL-IV PART-II for 2023-24 Item No.2.34, page 42) cum 130.40 2084.25 271,786.20 0.00 2,084.25 0.00 0.00 2,084.25 0.00 0.00 2,084.25 0.00 0.00 0.00 0.00 2,084.25 0.00 0.00 2,084.25 0.00 26.08 2,084.25 54,357.24 26.08 54,357.24 26.08 2,084.25 54,357.24 26.08 2,084.25 54,357.24 26.08 2,084.25 54,357.24 78.24 163,071.72 26.08 2,084.25 54,357.24 0.00 2,084.25 0.00 26.08 54,357.24 130.40 271786.20 0.00 0.00
13 Geotextile Filter: Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/ cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching.(PWD CSR Vol III 2023-24 Item No-14.6 Page No 129) sqm 4,299.15 117.6 505,580.04 0.00 117.60 0.00 0.00 117.60 0.00 0.00 117.60 0.00 0.00 0.00 0.00 117.60 0.00 859.83 117.60 101,116.01 859.83 117.60 101,116.01 1,719.66 202,232.02 859.83 117.60 101,116.01 859.83 117.60 101,116.01 859.83 117.60 101,116.01 2,579.49 303,348.02 0.00 117.60 0.00 0.00 117.60 0.00 0.00 0.00 4299.15 505580.04 0.00 0.00
14 Providing and constructing 450 mm thick hand packed rough stone revetment consisting of 300 mm thick rough stones with 400 to 450 mm long through stones at 1.5 m c / c over a backing of 150 mm thick 40 mm down graded coarse aggregate layer including cost of all materials machinery, labour, laying to specified slope, wedging with chips, finishing & all necessary works as directed and complete as per specification.(MI SR VOL-IV PART-II for 2023-24 Item No.1.6, page 129) sqm 6,028.15 771.75 4,652,224.76 0.00 771.75 0.00 0.00 771.75 0.00 0.00 771.75 0.00 0.00 0.00 0.00 771.75 0.00 0.00 771.75 0.00 0.00 771.75 0.00 0.00 0.00 602.82 771.75 465,222.48 1,205.63 771.75 930,444.95 1,808.45 771.75 1,395,667.43 3,616.89 2,791,334.86 1,205.63 771.75 930,444.95 1,205.63 771.75 930,444.95 2,411.26 1,860,889.91 6028.15 4652224.76 0.00 0.00
15 Providing new embankment abutting to existing bund to strength the existing bund using soil from approved borrow area in layers of 200 to 250 mm and compacting each layer to density control of not less than 95 percent by vibrating plate compactor or pnuematic tamper including cost of all materials, machinery, labour, picking previous layer, spreading soil in layer, breaking clods, watering & all necessary works as directed and complete as per specification.(MI SR VOL-IV PART-II for 2023-24 Item No.3.7, page 139) cum 1,404.02 476.7 669,296.33 0.00 476.70 0.00 0.00 476.70 0.00 0.00 476.70 0.00 0.00 0.00 0.00 476.70 0.00 0.00 476.70 0.00 280.80 476.70 133,859.27 280.80 133,859.27 280.80 476.70 133,859.27 280.80 476.70 133,859.27 280.80 476.70 133,859.27 842.41 401,577.80 280.80 476.70 133,859.27 0.00 476.70 0.00 280.80 133,859.27 1404.02 669296.33 0.00 0.00
16 Removing disturbed rough / size stone revetment 300 mm thick with 150 mm thick 40 mm down aggregate backing and resetting the same using the available stones and aggregate including packing, wedging, finishing & all necessary works as directed and complete as per specification.(MI SR VOL-IV PART-II for 2023-24 Item No.3.1, page 139) Sqm 770.00 143.85 110,764.50 0.00 143.85 0.00 0.00 143.85 0.00 0.00 143.85 0.00 0.00 0.00 0.00 143.85 0.00 0.00 143.85 0.00 154.00 143.85 22,152.90 154.00 22,152.90 154.00 143.85 22,152.90 154.00 143.85 22,152.90 154.00 143.85 22,152.90 462.00 66,458.70 154.00 143.85 22,152.90 0.00 143.85 0.00 154.00 22,152.90 770.00 110764.50 0.00 0.00
17 De-silting in Tank bed/Feeder Channel/Canal in dry condition by excavating the deposited bed material and disposing off the same by stacking/ formation of Embankment or as directed including cost of all machinery, labour & all necessary works as directed and complete as per specification.(MI SR VOL-IV PART-II for 2024-25 Item No.3.13, page 140) cum 9,606.05 98.7 948,116.94 0.00 98.70 0.00 0.00 98.70 0.00 0.00 98.70 0.00 0.00 0.00 0.00 98.70 0.00 0.00 98.70 0.00 0.00 98.70 0.00 0.00 0.00 0.00 98.70 0.00 0.00 98.70 0.00 0.00 98.70 0.00 0.00 0.00 4,803.02 98.70 474,058.47 4,803.02 98.70 474,058.47 9,606.05 948,116.94 9606.05 948116.94 0.00 0.00
18 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 liftscomplete as per specifications. iii) Dismantling Stone Masonry. MORTH Specification No. 202, B. Rubble stone masonry in cement mortar. (CSR VOL-III Item No.2.10, page no-10 for 2024-25) cum 94.69 640.5 60,648.95 0.00 640.50 0.00 0.00 640.50 0.00 0.00 640.50 0.00 0.00 0.00 0.00 640.50 0.00 0.00 640.50 0.00 0.00 640.50 0.00 0.00 0.00 0.00 640.50 0.00 0.00 640.50 0.00 0.00 640.50 0.00 0.00 0.00 47.35 640.50 30,324.47 47.35 640.50 30,324.47 94.69 60,648.95 94.69 60648.95 0.00 0.00
19 Fabrication, supply, erection, testing and commissioning of plug and rod type hoist assembly consisting of truncated upright cone type cast iron plug fixed to alloy steel screw hoist with supporting structure for operating circular sluice openings including cost of all materials, labour, machinery, cutting, aligning, anchoring, welding, finishing, cleaning, applying one coat zinc chromate red oxide primer and three coats anti corrosive bitumineous black paint & all necessary works as directed and complete as per specification.(MI SR VOL-IV PART-II for 2024-25 Item No.2.3, page 133) kg 200.00 249.9 49,980.00 0.00 249.90 0.00 0.00 249.90 0.00 0.00 249.90 0.00 0.00 0.00 0.00 249.90 0.00 0.00 249.90 0.00 0.00 249.90 0.00 0.00 0.00 0.00 249.90 0.00 0.00 249.90 0.00 0.00 249.90 0.00 0.00 0.00 100.00 249.90 24,990.00 100.00 249.90 24,990.00 200.00 49,980.00 200.00 49980.00 0.00 0.00
20 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. (750mm dia)(Item no 16.16.c, Pg No. 146, Volume 3, CSR-2024-25) m 30.00 7002.45 210,073.50 0.00 7,002.45 0.00 0.00 7,002.45 0.00 0.00 7,002.45 0.00 0.00 0.00 0.00 7,002.45 0.00 0.00 7,002.45 0.00 0.00 7,002.45 0.00 0.00 0.00 0.00 7,002.45 0.00 0.00 7,002.45 0.00 30.00 7,002.45 210,073.50 30.00 210,073.50 0.00 7,002.45 0.00 0.00 7,002.45 0.00 0.00 0.00 30.00 210073.50 0.00 0.00
21 Design, fabrication, supply, erection and commissioning of 1 metre wide catwalk connecting spillway piers / abutments at trunnion platfom level including cost of all materials, machinery, labour, cutting, aligning welding, anchoring, finishing, cleaning, applying one coat of zinc rich epoxy primer and two coats of cold applied coal tar epoxy paint and all other ancillary operations complete as per specifications and approved drawings. Note: 1. Weight of catwalk : 300 kg per metre length of catwalk. 2. Quantity of structural steel = 95.6 % of computed weight per m length.(Item no 6.4, Pg No. 74, WRD Volume IV, CSR-2024-25) m 12.00 32340 388,080.00 0.00 32,340.00 0.00 0.00 32,340.00 0.00 0.00 32,340.00 0.00 0.00 0.00 0.00 32,340.00 0.00 0.00 32,340.00 0.00 0.00 32,340.00 0.00 0.00 0.00 0.00 32,340.00 0.00 0.00 32,340.00 0.00 0.00 32,340.00 0.00 0.00 0.00 0.00 32,340.00 0.00 12.00 32,340.00 388,080.00 12.00 388,080.00 12.00 388080.00 0.00 0.00
Liquide Damages
Excavation, Embankment 60531.05 Cum 48425.00
RCC M10 above 773.78 Cum 619.00
RCC STEEL 19.68 Tonne 16.00
Name of Work : Construction of Check Dam Across Local Nala near Maliyabad, Mittimalkapur, Yaramaras Villages in RaichurTaluka, Raichur District.
Sl. No Item of work Unit Qty Rate Amount MILE STONE - 1st (For 3 moths) Quantity Amount (Rs.) MILE STONE - 2nd (For 3 moths) Quantity Amount (Rs.) MILE STONE - 3rd (For 3 moths) Quantity Amount (Rs.) Total Quantity Total Amount (Rs.)
1st Month 2nd Month 3rd Month 4th Month 5th Month 6th Month 7th Month 8th Month 9th Month
Qty Rate Amount Qty Rate Amount Qty Rate Amount Qty Rate Amount Qty Rate Amount Qty Rate Amount Qty Rate Amount Qty Rate Amount Qty Rate Amount
I Maliyabad Site-1
1 Clearing thick jungle growth ( less than 50 percent open space ) including bushes upto upto 300 mm / parthenium and other weeds including burning or disposing off the same as directed etc., complete. Sqm 2000 3.15 6300.00 2000 3.15 6300.00 0 3.15 0.00 0 3.15 0.00 2000.00 6300.00 0 3.15 0.00 0 3.15 0.00 0 3.15 0.00 0.00 0.00 0 3.15 0.00 0 3.15 0.00 0 3.15 0.00 0.00 0.00 2000.00 6300.00 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 Cum 6763 79.78 539552.14 3381.5 79.78 269776.07 3381.5 79.78 269776.07 0 79.78 0.00 6763.00 539552.14 0 79.78 0.00 0 79.78 0.00 0 79.78 0.00 0.00 0.00 0 79.78 0.00 0 79.78 0.00 0 79.78 0.00 0.00 0.00 6763.00 539552.14 0.00 0.00
3 Earth work excavation for Foundation by mechanical means for all works, 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 without blasting upto 1.5 m depth Cum 128.44 297.16 38167.24 128.44 297.16 38167.24 0 297.16 0.00 0 297.16 0.00 128.44 38167.24 0 297.16 0.00 0 297.16 0.00 0 297.16 0.00 0.00 0.00 0 297.16 0.00 0 297.16 0.00 0 297.16 0.00 0.00 0.00 128.44 38167.24 0.00 0.00
4 Providing and laying in-situ vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for RCC works of gallery, sluice, spillway crest, spillway d / s face, energy dissipating structures, training walls, piers, abutments and such other locations including cost of all materials,machinery,labour,formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with all lead and lifts Cum 70.64 6053.75 427636.90 0 6053.75 0.00 0 6053.75 0.00 0 6053.75 0.00 0.00 0.00 70.64 6053.75 427636.90 0 6053.75 0.00 0 6053.75 0.00 70.64 427636.90 0 6053.75 0.00 0 6053.75 0.00 0 6053.75 0.00 0.00 0.00 70.64 427636.90 0.00 0.00
5 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 613.98 6277.95 3854535.75 0 6277.95 0.00 0 6277.95 0.00 0 6277.95 0.00 0.00 0.00 0 6277.95 0.00 153 6277.95 960526.35 153 6277.95 960526.35 306.00 1921052.70 153 6277.95 960526.35 154.98 6277.95 972956.70 0 6277.95 0.00 307.98 1933483.05 613.98 3854535.75 0.00 0.00
7 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 301.02 6291.6 1893897.44 0 6291.6 0.00 0 6291.6 0.00 0 6291.6 0.00 0.00 0.00 0 6291.6 0.00 0 6291.6 0.00 110 6291.6 692076.00 110.00 692076.00 90 6291.6 566244.00 101.02 6291.6 635577.44 6291.6 0.00 191.02 1201821.44 301.02 1893897.44 0.00 0.00
9 Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. Tonne 9.75 84311.85 822040.54 0 84311.85 0.00 0 84311.85 0.00 0 84311.85 0.00 0.00 0.00 4.75 84311.85 400481.29 5 84311.85 421559.25 0 84311.85 0.00 9.75 822040.54 0 84311.85 0.00 0 84311.85 0.00 0 84311.85 0.00 0.00 0.00 9.75 822040.54 0.00 0.00
10 Design, fabrication, supply, erection, testing and commissioning of sliding type interchangeable stoplog gate elements consisting of skin plate, stiffeners, horizontal and vertical girders, lifting hooks, bronze padded slide blocks, guide shoes, rubber seals etc., with all accessories for canal regulator vent including cost of all materials, machinery, labour, cutting, aligning, welding, finishing, cleaning, applying one coats of zinc rich epoxy primer and three coats of cold applied coal tar epoxy paint, seal fixing etc.,complete as per specifications and approved drawings with all lead and all lifts including packing / forwarding charges for other materials. Tonne 0.27 171255 46238.85 0 171255 0.00 0 171255 0.00 0 171255 0.00 0.00 0.00 0 171255 0.00 0 171255 0.00 0 171255 0.00 0.00 0.00 0 171255 0.00 0 171255 0.00 0.27 171255 46238.85 0.27 46238.85 0.27 46238.85 0.00 0.00
11 Providing rubble stone / boulder filling behind abutment / below apron including cost of all materials, labour, hand packing, finishing top surface etc., complete with all lead and lifts. Cum 133.14 1299.9 173068.69 0 1299.9 0.00 0 1299.9 0.00 0 1299.9 0.00 0.00 0.00 0 1299.9 0.00 0 1299.9 0.00 0 1299.9 0.00 0.00 0.00 0 1299.9 0.00 60 1299.9 77994.00 73.14 1299.9 95074.69 133.14 173068.69 133.14 173068.69 0.00 0.00
12 Providing casing embankment using approved semi-pervious soil borrow areas in layers of 250 to 300 mm (before compaction) including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting to density control of not less than 95 percent using power roller etc., complete with all lead and all lifts. Cum 1339 494.55 662202.45 0 494.55 0.00 0 494.55 0.00 0 494.55 0.00 0.00 0.00 0 494.55 0.00 0 494.55 0.00 500 494.55 247275.00 500.00 247275.00 450 494.55 222547.50 389 494.55 192379.95 494.55 0.00 839.00 414927.45 1339.00 662202.45 0.00 0.00
13 Providing casing embankment using semi-pervious soil available from excavation in layers of 250 to 300 mm ( before compaction ) including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness,sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting to density control of not less than 95 percent using power roller etc., complete with all lead and all lifts. Cum 447 208.95 93400.65 0 208.95 0.00 0 208.95 0.00 0 208.95 0.00 0.00 0.00 0 208.95 0.00 0 208.95 0.00 0 208.95 0.00 0.00 0.00 250 208.95 52237.50 197 208.95 41163.15 0 208.95 0.00 447.00 93400.65 447.00 93400.65 0.00 0.00
14 Providing and constructing 300mm thick dry rubble stone pitching with pin headers at 2 per sqm using stones and stone chips from approved source including cost of all materials, labour, hand packing / wedging stone chips, finishing etc., complete with all lead and lifts. Sq m 400 511.35 204540.00 0 511.35 0.00 0 511.35 0.00 0 511.35 0.00 0.00 0.00 0 511.35 0.00 0 511.35 0.00 0 511.35 0.00 0.00 0.00 0 511.35 0.00 0 511.35 0.00 400 511.35 204540.00 400.00 204540.00 400.00 204540.00 0.00 0.00
II Maliyabad Site-2
15 Clearing thick jungle growth ( less than 50 percent open space ) including bushes upto upto 300 mm / parthenium and other weeds including burning or disposing off the same as directed etc., complete. Sqm 2000 3.15 6300.00 2000 3.15 6300.00 0 3.15 0.00 0 3.15 0.00 2000.00 6300.00 0 3.15 0.00 0 3.15 0.00 0 3.15 0.00 0.00 0.00 0 3.15 0.00 0 3.15 0.00 0 3.15 0.00 0.00 0.00 2000.00 6300.00 0.00 0.00
16 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 7172 79.78 572182.16 3586 79.78 286091.08 3586 79.78 286091.08 0 79.78 0.00 7172.00 572182.16 0 79.78 0.00 0 79.78 0.00 0 79.78 0.00 0.00 0.00 0 79.78 0.00 0 79.78 0.00 0 79.78 0.00 0.00 0.00 7172.00 572182.16 0.00 0.00
17 Earth work excavation for Foundation by mechanical means for all works, 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 without blasting upto 1.5 m depth Cum 150.06 297.16 44591.83 150.06 297.16 44591.83 0 297.16 0.00 0 297.16 0.00 150.06 44591.83 0 297.16 0.00 0 297.16 0.00 0 297.16 0.00 0.00 0.00 0 297.16 0.00 0 297.16 0.00 0 297.16 0.00 0.00 0.00 150.06 44591.83 0.00 0.00
18 Providing and laying in-situ vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for RCC works of gallery, sluice, spillway crest, spillway d / s face, energy dissipating structures, training walls, piers, abutments and such other locations including cost of all materials,machinery,labour,formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with all lead and lifts Cum 77.45 6053.75 468862.94 0 6053.75 0.00 0 6053.75 0.00 0 6053.75 0.00 0.00 0.00 77.45 6053.75 468862.94 0 6053.75 0.00 0 6053.75 0.00 77.45 468862.94 0 6053.75 0.00 0 6053.75 0.00 0 6053.75 0.00 0.00 0.00 77.45 468862.94 0.00 0.00
19 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 720.78 6277.95 4525020.81 0 6277.95 0.00 0 6277.95 0.00 0 6277.95 0.00 0.00 0.00 0 6277.95 0.00 170 6277.95 1067251.50 190 6277.95 1192810.50 360.00 2260062.00 180 6277.95 1130031.00 180.78 6277.95 1134927.81 0 6277.95 0.00 360.78 2264958.81 720.78 4525020.81 0.00 0.00
21 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 360.75 6291.6 2269694.70 0 6291.6 0.00 0 6291.6 0.00 0 6291.6 0.00 0.00 0.00 0 6291.6 0.00 0 6291.6 0.00 110 6291.6 692076.00 110.00 692076.00 120 6291.6 754992.00 130.75 6291.6 822626.70 0 6291.6 0.00 250.75 1577618.70 360.75 2269694.70 0.00 0.00
23 Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. Tonne 10.4 84311.85 876843.24 0 84311.85 0.00 0 84311.85 0.00 0 84311.85 0.00 0.00 0.00 6 84311.85 505871.10 4.4 84311.85 370972.14 0 84311.85 0.00 10.40 876843.24 0 84311.85 0.00 0 84311.85 0.00 0 84311.85 0.00 0.00 0.00 10.40 876843.24 0.00 0.00
24 Design, fabrication, supply, erection, testing and commissioning of sliding type interchangeable stoplog gate elements consisting of skin plate, stiffeners, horizontal and vertical girders, lifting hooks, bronze padded slide blocks, guide shoes, rubber seals etc., with all accessories for canal regulator vent including cost of all materials, machinery, labour, cutting, aligning, welding, finishing, cleaning, applying one coats of zinc rich epoxy primer and three coats of cold applied coal tar epoxy paint, seal fixing etc.,complete as per specifications and approved drawings with all lead and all lifts including packing / forwarding charges for other materials. Tonne 0.27 171255 46238.85 0 171255 0.00 0 171255 0.00 0 171255 0.00 0.00 0.00 0 171255 0.00 0 171255 0.00 0 171255 0.00 0.00 0.00 0 171255 0.00 0 171255 0.00 0.27 171255 46238.85 0.27 46238.85 0.27 46238.85 0.00 0.00
25 Providing rubble stone / boulder filling behind abutment / below apron including cost of all materials, labour, hand packing, finishing top surface etc., complete with all lead and lifts. Cum 140.14 1299.9 182167.99 0 1299.9 0.00 0 1299.9 0.00 0 1299.9 0.00 0.00 0.00 0 1299.9 0.00 0 1299.9 0.00 0 1299.9 0.00 0.00 0.00 0 1299.9 0.00 65 1299.9 84493.50 75.14 1299.9 97674.49 140.14 182167.99 140.14 182167.99 0.00 0.00
26 Providing casing embankment using approved semi-pervious soil borrow areas in layers of 250 to 300 mm (before compaction) including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting to density control of not less than 95 percent using power roller etc., complete with all lead and all lifts. Cum 1609 494.55 795730.95 0 494.55 0.00 0 494.55 0.00 0 494.55 0.00 0.00 0.00 0 494.55 0.00 0 494.55 0.00 740 494.55 365967.00 740.00 365967.00 510 494.55 252220.50 359 494.55 177543.45 0 494.55 0.00 869.00 429763.95 1609.00 795730.95 0.00 0.00
27 Providing casing embankment using semi-pervious soil available from excavation in layers of 250 to 300 mm ( before compaction ) including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness,sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting to density control of not less than 95 percent using power roller etc., complete with all lead and all lifts. Cum 537 208.95 112206.15 0 208.95 0.00 0 208.95 0.00 0 208.95 0.00 0.00 0.00 0 208.95 0.00 0 208.95 0.00 0 208.95 0.00 0.00 0.00 250 208.95 52237.50 287 208.95 59968.65 0 208.95 0.00 537.00 112206.15 537.00 112206.15 0.00 0.00
28 Providing and constructing 300mm thick dry rubble stone pitching with pin headers at 2 per sqm using stones and stone chips from approved source including cost of all materials, labour, hand packing / wedging stone chips, finishing etc., complete with all lead and lifts. Sq m 520 511.35 265902.00 0 511.35 0.00 0 511.35 0.00 0 511.35 0.00 0.00 0.00 0 511.35 0.00 0 511.35 0.00 0 511.35 0.00 0.00 0.00 0 511.35 0.00 0 511.35 0.00 520 511.35 265902.00 520.00 265902.00 520.00 265902.00 0.00 0.00
III Mittimalkapur
29 Clearing thick jungle growth ( less than 50 percent open space ) including bushes upto upto 300 mm / parthenium and other weeds including burning or disposing off the same as directed etc., complete. Sqm 1600 3.15 5040.00 1600 3.15 5040.00 0 3.15 0.00 0 3.15 0.00 1600.00 5040.00 0 3.15 0.00 0 3.15 0.00 0 3.15 0.00 0.00 0.00 0 3.15 0.00 0 3.15 0.00 0 3.15 0.00 0.00 0.00 1600.00 5040.00 0.00 0.00
30 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 5417 79.78 432168.26 2709 79.78 216124.02 2708 79.78 216044.24 0 79.78 0.00 5417.00 432168.26 0 79.78 0.00 0 79.78 0.00 0 79.78 0.00 0.00 0.00 0 79.78 0.00 0 79.78 0.00 0 79.78 0.00 0.00 0.00 5417.00 432168.26 0.00 0.00
31 Earth work excavation for Foundation by mechanical means for all works, 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 without blasting upto 1.5 m depth Cum 96.94 297.16 28806.70 96.94 297.16 28806.70 0 297.16 0.00 0 297.16 0.00 96.94 28806.70 0 297.16 0.00 0 297.16 0.00 0 297.16 0.00 0.00 0.00 0 297.16 0.00 0 297.16 0.00 0 297.16 0.00 0.00 0.00 96.94 28806.70 0.00 0.00
32 Providing and laying in-situ vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for RCC works of gallery, sluice, spillway crest, spillway d / s face, energy dissipating structures, training walls, piers, abutments and such other locations including cost of all materials,machinery,labour,formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with all lead and lifts Cum 46.7 6053.75 282710.13 0 6053.75 0.00 0 6053.75 0.00 0 6053.75 0.00 0.00 0.00 46.7 6053.75 282710.13 0 6053.75 0.00 0 6053.75 0.00 46.70 282710.13 0 6053.75 0.00 0 6053.75 0.00 0 6053.75 0.00 0.00 0.00 46.70 282710.13 0.00 0.00
33 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 457.18 6277.95 2870153.19 0 6277.95 0.00 0 6277.95 0.00 0 6277.95 0.00 0.00 0.00 0 6277.95 0.00 110 6277.95 690574.50 115 6277.95 721964.25 225.00 1412538.75 118 6277.95 740798.10 114.18 6277.95 716816.34 0 6277.95 0.00 232.18 1457614.44 457.18 2870153.19 0.00 0.00
35 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 235.88 6291.6 1484062.61 0 6291.6 0.00 0 6291.6 0.00 0 6291.6 0.00 0.00 0.00 0 6291.6 0.00 0 6291.6 0.00 80 6291.6 503328.00 80.00 503328.00 70 6291.6 440412.00 85.88 6291.6 540322.61 0 6291.6 0.00 155.88 980734.61 235.88 1484062.61 0.00 0.00
37 Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. Tonne 7.14 84311.85 601986.61 0 84311.85 0.00 0 84311.85 0.00 0 84311.85 0.00 0.00 0.00 4 84311.85 337247.40 3.14 84311.85 264739.21 0 84311.85 0.00 7.14 601986.61 0 84311.85 0.00 0 84311.85 0.00 0 84311.85 0.00 0.00 0.00 7.14 601986.61 0.00 0.00
38 Design, fabrication, supply, erection, testing and commissioning of sliding type interchangeable stoplog gate elements consisting of skin plate, stiffeners, horizontal and vertical girders, lifting hooks, bronze padded slide blocks, guide shoes, rubber seals etc., with all accessories for canal regulator vent including cost of all materials, machinery, labour, cutting, aligning, welding, finishing, cleaning, applying one coats of zinc rich epoxy primer and three coats of cold applied coal tar epoxy paint, seal fixing etc.,complete as per specifications and approved drawings with all lead and all lifts including packing / forwarding charges for other materials. Tonne 0.27 171255 46238.85 0 171255 0.00 0 171255 0.00 0 171255 0.00 0.00 0.00 0 171255 0.00 0 171255 0.00 0 171255 0.00 0.00 0.00 0 171255 0.00 0 171255 0.00 0.27 171255 46238.85 0.27 46238.85 0.27 46238.85 0.00 0.00
39 Providing rubble stone / boulder filling behind abutment / below apron including cost of all materials, labour, hand packing, finishing top surface etc., complete with all lead and lifts. Cum 84.14 1299.9 109373.59 0 1299.9 0.00 0 1299.9 0.00 0 1299.9 0.00 0.00 0.00 0 1299.9 0.00 0 1299.9 0.00 0 1299.9 0.00 0.00 0.00 0 1299.9 0.00 44.14 1299.9 57377.59 40 1299.9 51996.00 84.14 109373.59 84.14 109373.59 0.00 0.00
40 Providing casing embankment using approved semi-pervious soil borrow areas in layers of 250 to 300 mm (before compaction) including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting to density control of not less than 95 percent using power roller etc., complete with all lead and all lifts. Cum 2284 494.55 1129552.20 0 494.55 0.00 0 494.55 0.00 0 494.55 0.00 0.00 0.00 0 494.55 0.00 0 494.55 0.00 900 494.55 445095.00 900.00 445095.00 700 494.55 346185.00 684 494.55 338272.20 0 494.55 0.00 1384.00 684457.20 2284.00 1129552.20 0.00 0.00
41 Providing casing embankment using semi-pervious soil available from excavation in layers of 250 to 300 mm ( before compaction ) including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness,sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting to density control of not less than 95 percent using power roller etc., complete with all lead and all lifts. Cum 762 208.95 159219.90 0 208.95 0.00 0 208.95 0.00 0 208.95 0.00 0.00 0.00 0 208.95 0.00 0 208.95 0.00 0 208.95 0.00 0.00 0.00 362 208.95 75639.90 400 208.95 83580.00 0 208.95 0.00 762.00 159219.90 762.00 159219.90 0.00 0.00
42 Providing and constructing 300mm thick dry rubble stone pitching with pin headers at 2 per sqm using stones and stone chips from approved source including cost of all materials, labour, hand packing / wedging stone chips, finishing etc., complete with all lead and lifts. Sq m 560 511.35 286356.00 0 511.35 0.00 0 511.35 0.00 0 511.35 0.00 0.00 0.00 0 511.35 0.00 0 511.35 0.00 0 511.35 0.00 0.00 0.00 0 511.35 0.00 0 511.35 0.00 560 511.35 286356.00 560.00 286356.00 560.00 286356.00 0.00 0.00
43 Clearing thick jungle growth ( less than 50 percent open space ) including bushes upto upto 300 mm / parthenium and other weeds including burning or disposing off the same as directed etc., complete. Sqm 2800 3.15 8820.00 2800 3.15 8820.00 0 3.15 0.00 0 3.15 0.00 2800.00 8820.00 0 3.15 0.00 0 3.15 0.00 0 3.15 0.00 0.00 0.00 0 3.15 0.00 0 3.15 0.00 0 3.15 0.00 0.00 0.00 2800.00 8820.00 0.00 0.00
44 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 21325 79.78 1701308.50 10662 79.78 850614.36 10663 79.78 850694.14 0 79.78 0.00 21325.00 1701308.50 0 79.78 0.00 0 79.78 0.00 0 79.78 0.00 0.00 0.00 0 79.78 0.00 0 79.78 0.00 0 79.78 0.00 0.00 0.00 21325.00 1701308.50 0.00 0.00
45 Earth work excavation for Foundation by mechanical means for all works, 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 without blasting upto 1.5 m depth Cum 192.45 297.16 57188.45 192.45 297.16 57188.45 0 297.16 0.00 0 297.16 0.00 192.45 57188.45 0 297.16 0.00 0 297.16 0.00 0 297.16 0.00 0.00 0.00 0 297.16 0.00 0 297.16 0.00 0 297.16 0.00 0.00 0.00 192.45 57188.45 0.00 0.00
46 Providing and laying in-situ vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for RCC works of gallery, sluice, spillway crest, spillway d / s face, energy dissipating structures, training walls, piers, abutments and such other locations including cost of all materials,machinery,labour,formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with all lead and lifts Cum 119.22 6053.75 721728.08 0 6053.75 0.00 0 6053.75 0.00 0 6053.75 0.00 0.00 0.00 119.22 6053.75 721728.08 0 6053.75 0.00 0 6053.75 0.00 119.22 721728.08 0 6053.75 0.00 0 6053.75 0.00 0 6053.75 0.00 0.00 0.00 119.22 721728.08 0.00 0.00
47 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 946.14 6277.95 5939819.62 0 6277.95 0.00 0 6277.95 0.00 0 6277.95 0.00 0.00 0.00 0 6277.95 0.00 230 6277.95 1443928.50 241 6277.95 1512985.95 471.00 2956914.45 245 6277.95 1538097.75 230.14 6277.95 1444807.42 0 6277.95 0.00 475.14 2982905.17 946.14 5939819.62 0.00 0.00
49 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 443.24 6291.6 2788688.79 0 6291.6 0.00 0 6291.6 0.00 0 6291.6 0.00 0.00 0.00 0 6291.6 0.00 0 6291.6 0.00 140 6291.6 880824.00 140.00 880824.00 150 6291.6 943740.00 153.24 6291.6 964124.79 0 6291.6 0.00 303.24 1907864.79 443.24 2788688.79 0.00 0.00
51 Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. Tonne 12.83 84311.85 1081721.04 0 84311.85 0.00 0 84311.85 0.00 0 84311.85 0.00 0.00 0.00 5 84311.85 421559.25 5 84311.85 421559.25 2.83 84311.85 238602.54 12.83 1081721.04 0 84311.85 0.00 0 84311.85 0.00 0 84311.85 0.00 0.00 0.00 12.83 1081721.04 0.00 0.00
52 Design, fabrication, supply, erection, testing and commissioning of sliding type interchangeable stoplog gate elements consisting of skin plate, stiffeners, horizontal and vertical girders, lifting hooks, bronze padded slide blocks, guide shoes, rubber seals etc., with all accessories for canal regulator vent including cost of all materials, machinery, labour, cutting, aligning, welding, finishing, cleaning, applying one coats of zinc rich epoxy primer and three coats of cold applied coal tar epoxy paint, seal fixing etc.,complete as per specifications and approved drawings with all lead and all lifts including packing / forwarding charges for other materials. Tonne 0.27 171255 46238.85 0 171255 0.00 0 171255 0.00 0 171255 0.00 0.00 0.00 0 171255 0.00 0 171255 0.00 0 171255 0.00 0.00 0.00 0 171255 0.00 0 171255 0.00 0.27 171255 46238.85 0.27 46238.85 0.27 46238.85 0.00 0.00
53 Providing rubble stone / boulder filling behind abutment / below apron including cost of all materials, labour, hand packing, finishing top surface etc., complete with all lead and lifts. Cum 166.39 1299.9 216290.37 0 1299.9 0.00 0 1299.9 0.00 0 1299.9 0.00 0.00 0.00 0 1299.9 0.00 0 1299.9 0.00 0 1299.9 0.00 0.00 0.00 0 1299.9 0.00 70 1299.9 90993.00 96.39 1299.9 125297.37 166.39 216290.37 166.39 216290.37 0.00 0.00
54 Providing casing embankment using approved semi-pervious soil borrow areas in layers of 250 to 300 mm (before compaction) including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting to density control of not less than 95 percent using power roller etc., complete with all lead and all lifts. Cum 2814 494.55 1391663.70 0 494.55 0.00 0 494.55 0.00 0 494.55 0.00 0.00 0.00 0 494.55 0.00 0 494.55 0.00 920 494.55 454986.00 920.00 454986.00 860 494.55 425313.00 1034 494.55 511364.70 0 494.55 0.00 1894.00 936677.70 2814.00 1391663.70 0.00 0.00
55 Providing casing embankment using semi-pervious soil available from excavation in layers of 250 to 300 mm ( before compaction ) including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness,sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting to density control of not less than 95 percent using power roller etc., complete with all lead and all lifts. Cum 938 208.95 195995.10 0 208.95 0.00 0 208.95 0.00 0 208.95 0.00 0.00 0.00 0 208.95 0.00 0 208.95 0.00 0 208.95 0.00 0.00 0.00 450 208.95 94027.50 488 208.95 101967.60 0 208.95 0.00 938.00 195995.10 938.00 195995.10 0.00 0.00
56 Providing and constructing 300mm thick dry rubble stone pitching with pin headers at 2 per sqm using stones and stone chips from approved source including cost of all materials, labour, hand packing / wedging stone chips, finishing etc., complete with all lead and lifts. Sq m 600 511.35 306810.00 0 511.35 0.00 0 511.35 0.00 0 511.35 0.00 0.00 0.00 0 511.35 0.00 0 511.35 0.00 0 511.35 0.00 0.00 0.00 0 511.35 0.00 0 511.35 0.00 600 511.35 306810.00 600.00 306810.00 600.00 306810.00 0.00 0.00
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SCHEDULE B AND MILESTONE PARMESWAR TANK.xlsx
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