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| # | Company | Amount | Status |
|---|---|---|---|
| 1 | ₹3.4 Craccepted-aoc | ₹3.4 Cr | accepted-aoc |
Tender Value
₹3.2 Cr
EMD Value
₹4.8 L
Closing Date
24 Mar 2026, 5:11 pmClosed
Minor Irrigation Department
Executive engineer
Construction of Percolation tank Near Donagapur Village in Bhalki Taluka Bidar District.
MI/2024-25/CT/WORK_INDENT1772/CALL-3
MI/2024-25/CT/WORK_INDENT1772/CALL-3
Open
Construction of new tanks
Two Tender Document System(Two Cover)
Minor Irrigation Division Bidar
7 documents required · 7 mandatory
Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded
List of Financial Resources with Certificates
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 and 2024-25 Executed in any one year the minimum quantities of work 1) Earthwork including excavation and embankment 35616.54 Cum 2)Cement Concrete above grade of M10 342.42 Cum 3) Reinforcement steel 2.80 T 4)Revetment 5495.53 Sqm
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 04 NOs OWN 2NOs HIRE 2NOs Lorry / Tippers REQUIRED 04NOs OWN 2NOs HIRE 2NOs Power Roller/Earth compactor REQUIRED 2NOs OWN 01 NOs HIRE 1 NOs Self loading Concrete Mixer REQUIRED 02 NOs OWN 01 NOs HIRE 01NOs
ITT 3.2b.Satisfactory completion (at least 90% of the contract value), as Prime contractor, at least one similar work such as Construction of MI tank / Percolationtank from Single Contract of value not less than Rs.160.74 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
Total value of civil engineering works executed and payments received in the last five years (year-wise) FROM YEAR 2020-21 TO 2024-25
List of existing commitments and ongoing works
List of Financial Resources with Certificates
Construction equipment owned by the Tenderer and equipment proposed to be deployed on this contract, if awarded
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
ITT3.3 b. Liquid assets and or availability of credit facilities of not less than Rs.199.71 (including GST) Lakhs (Credit lines / Letter of credit / Certificates from Banks) for meeting the fund requirement etc
EPF & ESI Registration Certificate & Previous month ESI Payment challan.
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 and 2024-25). Achieved in at least two financial years a minimum financial turnover of Rs. 642.97 Lakhs.
Reports on the financial standing of the tenderer, Such as profit and loss statements and auditors reports for the last five year
Banker Details for reference
The Tenderer shall have valid class - I KPWD License (upload registration certificate of original should be produced while opening the tender)
₹5,000
₹4.8 L
6 Sept 2026
10 Mar 2026
27 Mar 2026
17 Mar 2026
12 Mar 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 No.2 ON BANKS LETTER HEAD ……………………………………………………………………………………………………………………………. 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: [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 upto Rs.......................... 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
Name of the Bank, Senior Bank Manger
Address:…………………………
BANKER'S LETTER HEAD (Must mention Communication details: Address, Phone number, Email-Id)
BANKER’S CERTIFICATE
This is to certify that M/s. …………………………..(Name of the customer) Is having his / their registered / administrative office at _______________ ____________________ is a customer of our Bank and is / are engaged in ____________________________ . If the said customer is allotted / awarded with _____________________ (brief details of works) , we may extend credit facilities upto Rs. ____________ Lakh, to meet his/ their working capital requirement towards 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 uoto Date __________
Yours Faithfully
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
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 * : 2008
January February March April May June July August September October November December
Earthworks in cum Physical :
Financial in lac :
Embankment / Subgrade in cum Physical :
Financial in lac :
Metalling in cum Physical :
Financial in lac :
Reinforcement in Quintal Physical :
Financial in lac :
Reinforcement Cement Concrete in cum Physical :
Financial in lac :
BM in cum Physical :
Financial in lac :
SDBC in sqm Physical :
Financial in lac :
* Monthwise progress shall be furnished seperately.
Date: (Authorised Signatory)
Address for correspondence:
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
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
Name of Work Item of Work Name of Employer 2017-18 Remarks (Indicate contract reference)
January February March April May June July August September October November December
Earthworks in cum Physical
Metalling in cum Physical
Reinforcement in Quintal Physical
Reinforcement Cement Concrete in cum Physical
Surface Dressing in sqm Physical
BM in cum Physical
SDBC in sqm Physical
Mix Seal Surface in sqm Physical
Earthworks in cum Physical
Metalling in cum Physical
Reinforcement in Quintal Physical
Reinforcement Cement Concrete in cum Physical
Surface Dressing in sqm Physical
BM in cum Physical
SDBC in sqm Physical
Mix Seal Surface in sqm Physical
Earthworks in cum Physical
Metalling in cum Physical
Reinforcement in Quintal Physical
Reinforcement Cement Concrete in cum Physical
Surface Dressing in sqm Physical
BM in cum Physical
SDBC in sqm Physical
Mix Seal Surface in sqm Physical
Earthworks in cum Physical
Metalling in cum Physical
Reinforcement in Quintal Physical
Reinforcement Cement Concrete in cum Physical
Surface Dressing in sqm Physical
BM in cum Physical
SDBC in sqm Physical
Mix Seal Surface in sqm Physical
Earthworks in cum Physical
Metalling in cum Physical
Reinforcement in Quintal Physical
Reinforcement Cement Concrete in cum Physical
Surface Dressing in sqm Physical
BM in cum Physical
SDBC in sqm Physical
Mix Seal Surface in sqm Physical
NOTE: Seperate statement shall be submitted for each work.
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)
LETTER HEAD OF CA
Financial Year Total value of works executed and payments received in the last five years (in Rs. lac)
Billed upto date during 2023-24
Construction of Percolation tank Near Donagapur Village in Bhalki Taluka Bidar 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
1 8.3 pg 101 Vol IV Cutting and burning or disposing off Apu / Jondu from marshy areas as directed with all other ancillary operations complete.(Item No.8.3; Page No. 101 of Common SR MI&GWD Vol-IV for the year 2023-24.) Sqm 20000.00 9.87 197400.00 20000.00 9.87 197400.00 0 9.87 0.00 9.87 0.00 20000.00 197400.00 9.87 0.00 9.87 0.00 9.87 0.00 0.00 0.00 9.87 0.00 9.87 0.00 9.87 0.00 0.00 0.00 9.87 0.00 9.87 0.00 0.00 0.00 20000.00 197400.00 0.00
2 8.2.1 pg 101 Vol IV 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.(Item No.8.2.1; Page No. 101 of Common SR WRD Vol-IV for the year 2023-2024) Each 50.00 19.95 997.50 30.00 19.95 598.50 20 19.95 399.00 19.95 0.00 50.00 997.50 19.95 0.00 19.95 0.00 19.95 0.00 0.00 0.00 19.95 0.00 19.95 0.00 19.95 0.00 0.00 0.00 19.95 0.00 19.95 0.00 0.00 0.00 50.00 997.50 0.00
3 1.14.1 pg 8 Vol I Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m.(Item No.1.14.1; Page No. 8 of Common SR PWD Vol-I for the year 2023-2024) Cum 3689.98 107.10 395196.86 1000.00 107.10 107100.00 1000 107.10 107100.00 1689.98 107.10 180996.86 3689.98 395196.86 107.10 0.00 107.10 0.00 107.10 0.00 0.00 0.00 107.10 0.00 107.10 0.00 107.10 0.00 0.00 0.00 107.10 0.00 107.10 0.00 0.00 0.00 3689.98 395196.86 0.00
4 1.5.1 pg 6 Vol I 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 without blasting upto 1.5 m depth.(Item No.1.5.1; Page No. 6 of Common SR PWD Vol-I for the year 2023-2024) Cum 1239.91 381.15 472591.70 400.00 381.15 152460.00 400 381.15 152460.00 439.91 381.15 167671.70 1239.91 472591.70 381.15 0.00 381.15 0.00 381.15 0.00 0.00 0.00 381.15 0.00 381.15 0.00 381.15 0.00 0.00 0.00 381.15 0.00 381.15 0.00 0.00 0.00 1239.91 472591.70 0.00
5 2.28 pg 41Vol IV 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.(Item No.2.28; Page No. 41 of Common SR WRD Vol-IV for the year 2023-2024) Cum 900.40 542.85 488782.14 100.00 542.85 54285.00 200 542.85 108570.00 200 542.85 108570.00 500.00 271425.00 400.40 542.85 217357.14 542.85 0.00 542.85 0.00 400.40 217357.14 542.85 0.00 542.85 0.00 542.85 0.00 0.00 0.00 542.85 0.00 542.85 0.00 0.00 0.00 900.40 488782.14 0.00
6 2.36 pg 43 Vol IV Providing and constructing graded filter media below and behind rock toe consisting of 200 mm thick sand, 250 mm thick 20 to 4.75 mm and 400 mm thick 80 to 20 mm clean, hard, graded coarse aggregates from approved source satisfying specified filter criteria including cost of all materials, machinery, labour, laying to required thickness and slope, compacting and all other ancillary operations complete as per specifications and approved drawings.(Item No.2.36, page No. 43 WRD Vol-IV Common SR for 2023-24). Cum 843.75 1942.50 1638984.38 1942.50 0.00 1942.50 0.00 100 1942.50 194250.00 100.00 194250.00 100 1942.50 194250.00 200 1942.50 388500.00 100 1942.50 194250.00 400.00 777000.00 150.00 1942.50 291375.00 193.75 1942.50 376359.38 1942.50 0.00 343.75 667734.38 1942.50 0.00 1942.50 0.00 0.00 0.00 843.75 1638984.38 0.00
7 2.34 pg 42 Vol IV 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 hickness including cost of all materials, machinery, labour, laying to required slopes, compaction and all other ancillary operations complete as per specifications and approved drawings..(Item No.2.34, page No. 42 WRD Vol-IV Common SR for 2023-24). Cum 428.56 2084.25 893226.18 2084.25 0.00 2084.25 0.00 100 2084.25 208425.00 100.00 208425.00 78.56 2084.25 163738.68 100 2084.25 208425.00 100 2084.25 208425.00 278.56 580588.68 50.00 2084.25 104212.50 2084.25 0.00 2084.25 0.00 50.00 104212.50 2084.25 0.00 2084.25 0.00 0.00 0.00 428.56 893226.18 0.00
8 2.31 pg 42 Vol IV Providing and constructing dry rubble rock-toe using rubble and stone chips from dump yard 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.(Item No.2.31, page No. 42 WRD Vol-IV Common SR for 2023-24). Cum 843.75 972.30 820378.13 972.30 0.00 972.30 0.00 972.30 0.00 0.00 0.00 100 972.30 97230.00 100 972.30 97230.00 200 972.30 194460.00 400.00 388920.00 200.00 972.30 194460.00 200.00 972.30 194460.00 43.75 972.30 42538.13 443.75 431458.13 972.30 0.00 972.30 0.00 0.00 0.00 843.75 820378.13 0.00
9 2.35.1 pg 42 Vol IV 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. Sand layer.(Item No.2.35.1, page No. 42 WRD Vol-IV Common SR for 2023-24). Cum 697.36 2196.60 1531820.98 2196.60 0.00 2196.60 0.00 2196.60 0.00 0.00 0.00 100 2196.60 219660.00 100 2196.60 219660.00 100 2196.60 219660.00 300.00 658980.00 100.00 2196.60 219660.00 200.00 2196.60 439320.00 97.36 2196.60 213860.98 397.36 872840.98 2196.60 0.00 2196.60 0.00 0.00 0.00 697.36 1531820.98 0.00
10 2.27 pg 41 Vol IV 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.(Item No.2.27; Page No. 41 of Common SR WRD Vol-IV for the year 2023-2024) Cum 7246.09 531.30 3849847.62 531.30 0.00 531.30 0.00 531.30 0.00 0.00 0.00 2000 531.30 1062600.00 2000 531.30 1062600.00 1500 531.30 796950.00 5500.00 2922150.00 1500.00 531.30 796950.00 246.09 531.30 130747.62 531.30 0.00 1746.09 927697.62 531.30 0.00 531.30 0.00 0.00 0.00 7246.09 3849847.62 0.00
11 3.8 pg 48 Vol IV Providing casing embankment using semi-pervious / pervious soil collected in embankment area in heaps as part of disposal of excavated soil from canal in layer of 250 to 300 mm (before compaction) including cost of all materials,machinery, labour,all other operations such as 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 by power roller and all other ancillary operations complete..(Item No.3.8, page No. 48 WRD Vol-IV Common SR for 2023-24). cum 2517.975 138.60 348991.34 138.60 0.00 138.60 0.00 138.60 0.00 0.00 0.00 300 138.60 41580.00 300 138.60 41580.00 300 138.60 41580.00 900.00 124740.00 300.00 138.60 41580.00 400.00 138.60 55440.00 500.00 138.60 69300.00 1200.00 166320.00 417.98 138.60 57931.34 138.60 0.00 0.00 57931.34 2100.00 348991.34 0.00
12 3.3 pg 47 Vol IV 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.(Item No.3.3, page No. 47 WRD Vol-IV Common SR for 2023-24).. Cum 11649.725 660.45 7694060.88 660.45 0.00 660.45 0.00 660.45 0.00 0.00 0.00 2000 660.45 1320900.00 2000 660.45 1320900.00 2000 660.45 1320900.00 6000.00 3962700.00 2000.00 660.45 1320900.00 1500.00 660.45 990675.00 1500.00 660.45 990675.00 5000.00 3302250.00 649.73 660.45 429110.88 660.45 0.00 0.00 429110.88 11000.00 7694060.88 0.00
13 1.5 pg 129 Vol IV Providing and constructing 550 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 filter backing of 100 mm thick sand and 150 mm thick 40 mm down graded coarse aggregate layers 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.(Item No.1.5, page No. 129 WRD Vol-IV Common SR for 2023-24). Sqm 5328.30 993.30 5292600.39 993.30 0.00 993.30 0.00 993.30 0.00 0.00 0.00 993.30 0.00 993.30 0.00 993.30 0.00 0.00 0.00 1500.00 993.30 1489950.00 1500.00 993.30 1489950.00 1000.00 993.30 993300.00 4000.00 3973200.00 1000.00 993.30 993300.00 328.30 993.30 326100.39 328300.00 1319400.39 332300.00 5292600.39 0.00
14 2.13 pg 39 Vol IV Providing and laying in-situ vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm) grade cement concrete using 40mm down approved, clean, hard, graded aggregates for plain concrete works including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, providing mortar layer for lift joints, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with all lead and lifts.(Item No.2.13, page No. 39 WRD Vol-IV Common SR for 2023-24). Cum 41.41 6370.35 263796.19 6370.35 0.00 6370.35 0.00 6370.35 0.00 0.00 0.00 6370.35 0.00 6370.35 0.00 10 6370.35 63703.50 10.00 63703.50 10.00 6370.35 63703.50 10.00 6370.35 63703.50 11.41 6370.35 72685.69 31.41 200092.69 6370.35 0.00 6370.35 0.00 0.00 0.00 41.41 263796.19 0.00
15 8.15 pg 103 Vol IV Removing and refixing disturbed chainage/ demarcation/ hectometre / guard stones including excavation, back filling after refixing stone with all other ancillary operations complete.(Item No.8.15, page No. 103 WRD Vol-IV Common SR for 2023-24).. Each 66.00 127.05 8385.30 127.05 0.00 127.05 0.00 127.05 0.00 0.00 0.00 127.05 0.00 127.05 0.00 127.05 0.00 0.00 0.00 127.05 0.00 127.05 0.00 127.05 0.00 0.00 0.00 30.00 127.05 3811.50 36.00 127.05 4573.80 1080.00 8385.30 1080.00 8385.30 0.00
1 1.14.1 pg 8 Vol I Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m.(Item No.1.14.1; Page No. 8 of Common SR PWD Vol-I for the year 2023-2024) Cum 304.56 107.10 32618.38 107.10 0.00 107.10 0.00 107.10 0.00 0.00 0.00 100 107.10 10710.00 100 107.10 10710.00 104.56 107.10 11198.38 304.56 32618.38 107.10 0.00 107.10 0.00 107.10 0.00 0.00 0.00 107.10 0.00 107.10 0.00 0.00 0.00 304.56 32618.38 0.00
2 1.5.1 pg 6 Vol I 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 without blasting upto 1.5 m depth.(Item No.1.5.1; Page No. 6 of Common SR PWD Vol-I for the year 2023-2024) Cum 1218.23 381.15 464328.36 381.15 0.00 381.15 0.00 381.15 0.00 0.00 0.00 300 381.15 114345.00 300 381.15 114345.00 400 381.15 152460.00 1000.00 381150.00 200.00 381.15 76230.00 18.23 381.15 6948.36 381.15 0.00 218.23 83178.36 381.15 0.00 381.15 0.00 0.00 0.00 1218.23 464328.36 0.00
3 2.13 pg 39 Vol IV Providing and laying in-situ vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm) grade cement concrete using 40mm down approved, clean, hard, graded aggregates for plain concrete works including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, providing mortar layer for lift joints, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with all lead and lifts.(Item No.2.13, page No. 39 WRD Vol-IV Common SR for 2023-24). Cum 220.565 6370.35 1405076.25 6370.35 0.00 6370.35 0.00 6370.35 0.00 0.00 0.00 6370.35 0.00 6370.35 0.00 120.565 6370.35 768041.25 120.57 768041.25 100.00 6370.35 637035.00 6370.35 0.00 6370.35 0.00 100.00 637035.00 6370.35 0.00 6370.35 0.00 0.00 0.00 220.57 1405076.25 0.00
4 2.1.3 pg 15 Vol I 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.(Item No.2.1.3; Page No. 15 of Common SR PWD Vol-I for the year 2023-2024). Cum 166.05 6288.45 1044197.12 6288.45 0.00 6288.45 0.00 6288.45 0.00 0.00 0.00 6288.45 0.00 6288.45 0.00 100 6288.45 628845.00 100.00 628845.00 66.05 6288.45 415352.12 6288.45 0.00 6288.45 0.00 66.05 415352.12 6288.45 0.00 6288.45 0.00 0.00 0.00 166.05 1044197.12 0.00
5 2.11e pg 18 Vol I 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.(Item No.2.11.e; Page No. 18 of Common SR PWD Vol-I for the year 2023-2024). T 3.50 93284.10 326494.35 93284.10 0.00 93284.10 0.00 93284.10 0.00 0.00 0.00 93284.10 0.00 2.5 93284.10 233210.25 1 93284.10 93284.10 3.50 326494.35 93284.10 0.00 93284.10 0.00 93284.10 0.00 0.00 0.00 93284.10 0.00 93284.10 0.00 0.00 0.00 3.50 326494.35 0.00
Approach and Tail Channel
1 1.14.1 pg 8 Vol I Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m.(Item No.1.14.1; Page No. 8 of Common SR PWD Vol-I for the year 2023-2024) Cum 4996.26 107.10 535099.45 107.10 0.00 107.10 0.00 1500 107.10 160650.00 1500.00 160650.00 1500 107.10 160650.00 1000 107.10 107100.00 996.26 107.10 106699.45 3496.26 374449.45 107.10 0.00 107.10 0.00 107.10 0.00 0.00 0.00 107.10 0.00 107.10 0.00 0.00 0.00 4996.26 535099.45 0.00
2 1.5.1 pg 6 Vol I 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 without blasting upto 1.5 m depth.(Item No.1.5.1; Page No. 6 of Common SR PWD Vol-I for the year 2023-2024) Cum 11657.94 381.15 4443423.83 381.15 0.00 381.15 0.00 1500 381.15 571725.00 1500.00 571725.00 2500 381.15 952875.00 2500 381.15 952875.00 3000 381.15 1143450.00 8000.00 3049200.00 1500.00 381.15 571725.00 657.94 381.15 250773.83 381.15 0.00 2157.94 822498.83 381.15 0.00 381.15 0.00 0.00 0.00 11657.94 4443423.83 0.00
Similar nature of work 18967495.407 50265009.19 189.67
Liquide Damages
1st Month 603975.33 2nd Month 434864.22 3rd Month 1878900.49 4th Month 5375957.07 Total 2917740.04 29.18 Mile Stone -1 2472661.05 2917740.044 2472.66 2917.74 2917.74 LD cummulative with GST
5th Month 5613419.60 6th Month 7013809.87 7th Month 7343297.08 8th Month 4718085.67 19970526.55 199.71 Line of credit including GST Total 32148297.30 37934990.814 32148.30 37934.99 97567.15
Earth work excavation and Embankment 44520.67 Cum 35616.54
Cement Concrete 428.025 Cum 342.42
Steel 3.50 T 2.80
Revetment 6869.41 Sqm 5495.53
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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