Construction Of Jamkhandi Percolation Tank In Bhalki Taluka Bidar District

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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

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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 __________

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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 new percolation tank in taluk bhalki Dist Bidar

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

1 BUND Cutting and burning or disposing off Apu Jondu from marshy areas as directed with all other ancillary operations complete. the work with all lead and lifts including loading and unloading as per the directions of engineer in charge of work sqm 11500.00 9.87 113505.00 11500.00 9.87 113505.00 9.87 0.00 9.87 0.00 11500.00 113505.00 9.87 0.00 0.00 9.87 0.00 0.00 9.87 0.00 0.00 0.00 0.00 9.87 0.00 0.00 9.87 0.00 0.00 9.87 0.00 0.00 0.00 11500.00 113505.00 0.00 0.00

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 the work with all lead and lifts including loading and unloading as per the directions of engineer in charge of work each 1200.00 26.78 32130.00 1200.00 26.78 32130.00 26.78 0.00 26.78 0.00 1200.00 32130.00 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 1200.00 32130.00 0.00 0.00

3 Cutting and removing jauliflora bushes above 1.50 m upto 3.00 m girth excluding removal of stumps and including burning or disposing off the materials as directed with all other ancillary operations complete the work with all lead and lifts including loading and unloading as per the directions of engineer in charge of work each 900.00 53.03 47722.50 900.00 53.03 47722.50 53.03 0.00 53.03 0.00 900.00 47722.50 53.03 0.00 0.00 53.03 0.00 0.00 53.03 0.00 0.00 0.00 0.00 53.03 0.00 0.00 53.03 0.00 0.00 53.03 0.00 0.00 0.00 900.00 47722.50 0.00 0.00

4 Earth work excavation for foundation by mechanical means for all works & depth upto 3m as pr drawing and technical specification 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 radiusof 50m and lift upto 1.5m including cost of labout, tools usage of machinery & other appurtenacesrequired to complete the work. Cum 694.82 107.10 74415.65 107.10 0.00 694.82 107.10 74415.65 107.10 0.00 694.82 74415.65 107.10 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 0.00 694.82 74415.65 0.00 0.00

5 Earth work excavation for foundation by mechanical means for all works & depth upto 3m as pr drawing and technical specification 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 radiusof 50m and lift upto 1.5m including cost of labout, tools usage of machinery & other appurtenacesrequired to complete the work. Cum 521.12 107.10 55811.74 107.10 0.00 521.12 107.10 55811.74 107.10 0.00 521.12 55811.74 107.10 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 0.00 521.12 55811.74 0.00 0.00

6 Earth work excavation for foundation by mechanical means for all works & depth upto 3m as pr drawing and technical specification 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 radiusof 50m and lift upto 1.5m including cost of labout, tools usage of machinery & other appurtenacesrequired to complete the work. Cum 3543.60 122.85 435331.55 122.85 0.00 122.85 0.00 2126.16 122.85 261198.93 2126.16 261198.93 1417.44 122.85 174132.62 122.85 0.00 122.85 0.00 1417.44 174132.62 122.85 0.00 122.85 0.00 122.85 0.00 0.00 0.00 3543.60 435331.55 0.00 0.00

7 Earth work excavation for foundation by mechanical means for all works & depth upto 3m as pr drawing and technical specification 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 radiusof 50m and lift upto 1.5m including cost of labout, tools usage of machinery & other appurtenacesrequired to complete the work. Cum 1389.65 381.15 529664.34 381.15 0.00 381.15 0.00 833.79 381.15 317798.60 833.79 317798.60 555.86 381.15 211865.73 381.15 0.00 381.15 0.00 555.86 211865.73 381.15 0.00 381.15 0.00 381.15 0.00 0.00 0.00 1389.65 529664.34 0.00 0.00

8 Earth work excavation for foundation by mechanical means for all works & depth upto 3m as pr drawing and technical specification 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 radiusof 50m and lift upto 1.5m including cost of labout, tools usage of machinery & other appurtenacesrequired to complete the work. Cum 694.82 446.25 310065.21 446.25 0.00 446.25 0.00 416.89 446.25 186039.13 416.89 186039.13 277.93 446.25 124026.08 446.25 0.00 446.25 0.00 277.93 124026.08 446.25 0.00 446.25 0.00 446.25 0.00 0.00 0.00 694.82 310065.21 0.00 0.00

9 Providing cutoff 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.the work with all lead and lifts including loading and unloading as per the directions of engineer in charge of work Cum 1199.73 542.85 651273.43 542.85 0.00 542.85 0.00 542.85 0.00 0.00 0.00 1199.73 542.85 651275.28 542.85 0.00 542.85 0.00 1199.73 651275.28 542.85 0.00 542.85 0.00 542.85 0.00 0.00 0.00 1199.73 651275.28 -0.00 -1.85 -0.00

10 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 etc. complete with all lead and all lifts. Cum 4311.42 531.30 2290657.45 531.30 0.00 531.30 0.00 531.30 0.00 0.00 0.00 531.30 0.00 1509.00 531.30 801730.11 1509.00 531.30 801730.11 3017.99 1603460.21 1293.43 531.30 687197.23 531.30 0.00 531.30 0.00 1293.43 687197.23 4311.42 2290657.45 0.00 0.00

11 Providing casing embankment using semipervious pervious approved soil from borrow areas in layers of 250 to 300 mm before compaction including cost of all materials machinery labourall 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.the work with all lead and lifts including loading and unloading as per the directions of engineer in charge of work Cum 12176.81 660.45 8042174.16 660.45 0.00 660.45 0.00 660.45 0.00 0.00 0.00 660.45 0.00 4261.88 660.45 2814760.96 4261.88 660.45 2814760.96 8523.77 5629521.92 3653.04 660.45 2412652.25 660.45 0.00 660.45 0.00 3653.04 2412652.25 12176.81 8042174.16 0.00 0.00

12 Providing casing embankment using semipervious 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 materialsmachinery labourall other operations such as spreading soil in layer of specified thickness sortingout 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.the work with all lead and lifts including loading and unloading as per the directions of engineer in charge of work Cum 1114.57 138.60 154479.40 138.60 0.00 138.60 0.00 138.60 0.00 0.00 0.00 138.60 0.00 390.10 138.60 54067.79 390.10 138.60 54067.79 780.20 108135.58 334.37 138.60 46343.82 138.60 0.00 138.60 0.00 334.37 46343.82 1114.57 154479.40 0.00 0.00

13 Providing and constructing dry rubble rocktoe 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 and all other ancillary operations complete.the work with all lead and lifts including loading and unloading as per the directions of engineer in charge of work Cum 989.40 1456.35 1440912.69 1456.35 0.00 1456.35 0.00 1456.35 0.00 0.00 0.00 395.76 1456.35 576365.08 395.76 1456.35 576365.08 197.88 1456.35 288182.54 989.40 1440912.69 1456.35 0.00 1456.35 0.00 1456.35 0.00 0.00 0.00 989.40 1440912.69 0.00 0.00

14 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.10 mm down graded coarse aggregate layer the work with all lead and lifts including loading and unloading as per the directions of engineer in charge of work Cum 287.64 2092.65 601929.85 2092.65 0.00 2092.65 0.00 2092.65 0.00 0.00 0.00 115.06 2092.65 240771.94 115.06 2092.65 240771.94 57.53 2092.65 120385.97 287.64 601929.85 2092.65 0.00 2092.65 0.00 2092.65 0.00 0.00 0.00 287.64 601929.85 0.00 0.00

15 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.the work with all lead and lifts including loading and unloading as per the directions of engineer in charge of work Cum 167.13 2084.25 348334.45 2084.25 0.00 2084.25 0.00 2084.25 0.00 0.00 0.00 66.85 2084.25 139333.78 66.85 2084.25 139333.78 33.43 2084.25 69666.89 167.13 348334.45 2084.25 0.00 2084.25 0.00 2084.25 0.00 0.00 0.00 167.13 348334.45 0.00 0.00

16 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.the work with all lead and lifts including loading and unloading as per the directions of engineer in charge of work Cum 989.40 1942.50 1921909.50 1942.50 0.00 1942.50 0.00 1942.50 0.00 0.00 0.00 395.76 1942.50 768763.80 395.76 1942.50 768763.80 197.88 1942.50 384381.90 989.40 1921909.50 1942.50 0.00 1942.50 0.00 1942.50 0.00 0.00 0.00 989.40 1921909.50 0.00 0.00

17 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.the work with all lead and lifts including loading and unloading as per the directions of engineer in charge of work sqm 4680.99 993.30 4649627.37 993.30 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 2106.45 993.30 2092332.32 2106.45 993.30 2092332.32 468.10 993.30 464962.74 4680.99 4649627.37 4680.99 4649627.37 0.00 0.00

18 Providing and laying in position Cement Concrete for all Foundation works.The granitetrapbasalt 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.a M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates coarse aggregates the work with all lead and lifts including loading and unloading as per the directions of engineer in charge of work Cum 148.10 7129.46 1055901.25 7129.46 0.00 7129.46 0.00 7129.46 0.00 0.00 0.00 7129.46 0.00 7129.46 0.00 7129.46 0.00 0.00 0.00 74.05 7129.46 527950.62 74.05 7129.46 527950.62 7129.46 0.00 148.10 1055901.25 148.10 1055901.25 0.00 0.00

19 Providing fabricating and placing in position steel reinforcement bars for RCC structures including cost of all materials machinery labour cleaning straightening cutting bending hooking lapping welding joints wherever required tying with 1.25 mm diameter soft annealed steel wire and all other ancillary operations complete.the work with all lead and lifts including loading and unloading as per the directions of engineer in charge of work t 9.25 82961.55 767394.34 82961.55 0.00 82961.55 0.00 82961.55 0.00 0.00 0.00 82961.55 0.00 82961.55 0.00 9.25 82961.55 767394.34 9.25 767394.34 82961.55 0.00 82961.55 0.00 82961.55 0.00 0.00 0.00 9.25 767394.34 0.00 0.00

20 waste weir: Earth work excavation for foundation by mechanical means for all works & depth upto 3m as pr drawing and technical specification 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 radiusof 50m and lift upto 1.5m including cost of labout, tools usage of machinery & other appurtenacesrequired to complete the work. Cum 568.54 107.10 60890.63 107.10 0.00 107.10 0.00 284.27 107.10 30445.32 284.27 30445.32 284.27 107.10 30445.32 107.10 0.00 107.10 0.00 284.27 30445.32 107.10 0.00 107.10 0.00 107.10 0.00 0.00 0.00 568.54 60890.63 0.00 0.00

21 waste weir: Earth work excavation for foundation by mechanical means for all works & depth upto 3m as pr drawing and technical specification 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 radiusof 50m and lift upto 1.5m including cost of labout, tools usage of machinery & other appurtenacesrequired to complete the work. Cum 852.81 381.15 325048.53 381.15 0.00 381.15 0.00 426.41 381.15 162524.27 426.41 162524.27 426.41 381.15 162524.27 381.15 0.00 381.15 0.00 426.41 162524.27 381.15 0.00 381.15 0.00 381.15 0.00 0.00 0.00 852.81 325048.53 0.00 0.00

22 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granitetrapbasalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed laid in layers not exceeding 150 mm thickness well compacted using plate vibrators including all lead lifts cost of all materials of quality labour Usage charges of machinery curing and all the other appurtenances required to complete the work as per technical specifications. Mix 1 3 6 M10 Using 20 mm nominal size graded crushed coarse aggregates the work with all lead and lifts including loading and unloading as per the directions of engineer in charge of work Cum 78.69 6527.85 513676.52 6527.85 0.00 6527.85 0.00 6527.85 0.00 0.00 0.00 39.35 6527.85 256838.26 39.35 6527.85 256838.26 6527.85 0.00 78.69 513676.52 6527.85 0.00 6527.85 0.00 6527.85 0.00 0.00 0.00 78.69 513676.52 0.00 0.00

23 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granitetrapbasalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed laid in layers not exceeding 150 mm thickness well compacted using plate vibrators including all lead lifts cost of all materials of quality labour Usage charges of machinery curing and all the other appurtenances required to complete the work as per technical specifications.Mix 136 M10 Using 40 mm nominal size graded crushed coarse aggregates the work with all lead and lifts including loading and unloading as per the directions of engineer in charge of work Cum 3.31 6288.45 20827.35 6288.45 0.00 6288.45 0.00 6288.45 0.00 0.00 0.00 6288.45 0.00 3.31 6288.45 20827.35 6288.45 0.00 3.31 20827.35 6288.45 0.00 6288.45 0.00 6288.45 0.00 0.00 0.00 3.31 20827.35 0.00 0.00

24 Providing and fixing 25 mm dia 2.75 m long cold twisted deformed 4.5. steel anchor rod with 1.25 m length driven into 38 mm dia hole drilled in bed rock and remaining length embedded in concrete masonry including cost of all materials machinery labour drilling and cleaning holefilling hole with thick cement slurry driving anchor rod etc.complete with all lead and all lifts.the work with all lead and lifts including loading and unloading as per the directions of engineer in charge of work each 40.00 1337.70 53508.00 1337.70 0.00 1337.70 0.00 1337.70 0.00 0.00 0.00 40.00 1337.70 53508.00 1337.70 0.00 1337.70 0.00 40.00 53508.00 1337.70 0.00 1337.70 0.00 1337.70 0.00 0.00 0.00 40.00 53508.00 0.00 0.00

25 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granitetrapbasalt 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. a M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatescoarse aggregates the work with all lead and lifts including loading and unloading as per the directions of engineer in charge of work Cum 128.58 6799.39 874265.57 6799.39 0.00 6799.39 0.00 6799.39 0.00 0.00 0.00 6799.39 0.00 32.15 6799.39 218566.39 64.29 6799.39 437132.78 96.44 655699.17 32.15 6799.39 218566.39 6799.39 0.00 6799.39 0.00 32.15 218566.39 128.58 874265.57 0.00 0.00

26 Providing and laying in position Cement Concrete for all Super structures of building Road works Water works Irrigation works super structure works of bridges upto 3.50 m height. The granitetrapbasalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers well compacted using needle vibrators. The cost includes all lead lifts cost of all materials quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 205.39 7759.96 1593787.56 7759.96 0.00 7759.96 0.00 7759.96 0.00 0.00 0.00 7759.96 0.00 51.35 7759.96 398446.89 102.69 7759.96 796893.78 154.04 1195340.67 51.35 7759.96 398446.89 7759.96 0.00 7759.96 0.00 51.35 398446.89 205.39 1593787.56 0.00 0.00

27 Providing fabricating and placing in position steel reinforcement bars for RCC structures including cost of all materials machinery labour cleaning straightening cutting bending hooking lapping welding joints wherever required tying with 1.25 mm diameter soft annealed steel wire and all other ancillary operations complete. the work with all lead and lifts including loading and unloading as per the directions of engineer in charge of work t 13.66 82961.55 1133188.40 82961.55 0.00 82961.55 0.00 82961.55 0.00 0.00 0.00 82961.55 0.00 6.83 82961.55 566594.20 6.83 82961.55 566594.20 13.66 1133188.40 82961.55 0.00 82961.55 0.00 82961.55 0.00 0.00 0.00 13.66 1133188.40 0.00 0.00

28 Providing and constructing 75 mm dia PVC pipe weep holes for concrete masonry walls including providing 200 x 200 x 200 mm size porous concrete block made of cement and 20 mm down coarse aggregate in 1 4 proportion including 100 mm thick sand backing at the junction of wall and soil back fill cost of all materials machinery labour all necessary works as directed and complete as per specification.the work with all lead and lifts including loading and unloading as per the directions of engineer in charge of work m 32.00 353.85 11323.20 353.85 0.00 353.85 0.00 353.85 0.00 0.00 0.00 353.85 0.00 16.00 353.85 5661.60 16.00 353.85 5661.60 32.00 11323.20 353.85 0.00 353.85 0.00 353.85 0.00 0.00 0.00 32.00 11323.20 0.00 0.00

29 Removing and hauling all kinds of soil soft rock including boulders upto 0.6 m diameter slipped due to natural causes and disposing off the same in specified dump area or as directed by mechanical means including cost of all materials machinery labour rampways and all other ancillary operations complete.the work with all lead and lifts including loading and unloading as per the directions of engineer in charge of work Cum 1800.00 112.35 202230.00 112.35 0.00 112.35 0.00 112.35 0.00 0.00 0.00 450.00 112.35 50557.50 630.00 112.35 70780.50 720.00 112.35 80892.00 1800.00 202230.00 112.35 0.00 112.35 0.00 112.35 0.00 0.00 0.00 1800.00 202230.00 0.00 0.00

30 APPROACH CHANNEL Earth work excavation for foundation by mechanical means for all works & depth upto 3m as pr drawing and technical specification 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 radiusof 50m and lift upto 1.5m including cost of labout, tools usage of machinery & other appurtenacesrequired to complete the work. Cum 325.00 107.10 34807.50 75.00 107.10 8032.50 107.10 0.00 107.10 0.00 75.00 8032.50 120.00 107.10 12852.00 130.00 107.10 13923.00 107.10 0.00 250.00 26775.00 107.10 0.00 107.10 0.00 107.10 0.00 0.00 0.00 325.00 34807.50 0.00 0.00

31 Earth work excavation for foundation by mechanical means for all works & depth upto 3m as pr drawing and technical specification 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 radiusof 50m and lift upto 1.5m including cost of labout, tools usage of machinery & other appurtenacesrequired to complete the work. Cum 235.85 381.15 89894.23 235.85 381.15 89894.23 381.15 0.00 381.15 0.00 235.85 89894.23 381.15 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 0.00 235.85 89894.23 0.00 0.00

32 APPROACH ROAD Cutting and burning or disposing off Apu Jondu from marshy areas as directed with all other ancillary operations complete. the work with all lead and lifts including loading and unloading as per the directions of engineer in charge of work sqm 1250.00 9.87 12337.50 1250.00 9.87 12337.50 9.87 0.00 9.87 0.00 1250.00 12337.50 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 1250.00 12337.50 0.00 0.00

33 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 the work with all lead and lifts including loading and unloading as per the directions of engineer in charge of work each 123.00 26.78 3293.33 123.00 26.78 3293.33 26.78 0.00 26.78 0.00 123.00 3293.33 26.78 0.00 26.78 0.00 26.78 0.00 0.00 0.00 26.78 0.00 26.78 0.00 26.78 0.00 0.00 0.00 123.00 3293.33 0.00 0.00

34 Cutting and removing jauliflora bushes above 1.50 m upto 3.00 m girth excluding removal of stumps and including burning or disposing off the materials as directed with all other ancillary operations complete the work with all lead and lifts including loading and unloading as per the directions of engineer in charge of work each 132.00 53.03 6999.30 132.00 53.03 6999.30 53.03 0.00 53.03 0.00 132.00 6999.30 53.03 0.00 53.03 0.00 53.03 0.00 0.00 0.00 53.03 0.00 53.03 0.00 53.03 0.00 0.00 0.00 132.00 6999.30 0.00 0.00

35 Construction of Embankment by excavating the available approved Gravel Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead transportation to site spreading grading to required slope and compacting to meet the requirement complete as per specifications including cost of labourrollingwaterall materialsusage all other appurtenaces required to complete the work.the work with all lead and lifts including loading and unloading as per the directions of engineer in charge of work Cum 90.00 497.70 44793.00 497.70 0.00 497.70 0.00 497.70 0.00 0.00 0.00 90.00 497.70 44793.00 497.70 0.00 497.70 0.00 90.00 44793.00 497.70 0.00 497.70 0.00 497.70 0.00 0.00 0.00 90.00 44793.00 0.00 0.00

36 Providing laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness hand packing rolling with vibratory roller in stages to proper grade and camber applying and brooming requisite type of screening binding Materials to fill up the interstices of coarse aggregate watering and compacting to the required density.the work with all lead and lifts including loading and unloading as per the directions of engineer in charge of work Cum 15.90 2198.70 34959.33 2198.70 0.00 2198.70 0.00 2198.70 0.00 0.00 0.00 2198.70 0.00 15.90 2198.70 34959.33 2198.70 0.00 15.90 34959.33 2198.70 0.00 2198.70 0.00 2198.70 0.00 0.00 0.00 15.90 35009.03 0.00 -49.70

37 TAIL CHANNEL Earth work excavation for foundation by mechanical means for all works & depth upto 3m as pr drawing and technical specification 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 radiusof 50m and lift upto 1.5m including cost of labout, tools usage of machinery & other appurtenacesrequired to complete the work. Cum 47.55 107.10 5092.86 107.10 0.00 23.78 107.10 2546.43 107.10 0.00 23.78 2546.43 107.10 0.00 107.10 0.00 107.10 0.00 0.00 0.00 107.10 0.00 107.10 0.00 23.78 107.10 2546.43 23.78 2546.43 47.55 5092.86 0.00 0.00

38 Earth work excavation for foundation by mechanical means for all works & depth upto 3m as pr drawing and technical specification 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 radiusof 50m and lift upto 1.5m including cost of labout, tools usage of machinery & other appurtenacesrequired to complete the work. Cum 31.70 381.15 12083.06 381.15 0.00 15.85 381.15 6041.53 381.15 0.00 15.85 6041.53 381.15 0.00 381.15 0.00 381.15 0.00 0.00 0.00 381.15 0.00 381.15 0.00 15.85 381.15 6041.53 15.85 6041.53 31.70 12083.06 0.00 0.00

39 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granitetrapbasalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed laid in layers not exceeding 150 mm thickness well compacted using plate vibrators including all lead lifts cost of all materials of quality labour Usage charges of machinery curing and all the other appurtenances required to complete the work as per technical specifications. Mix 136 M10 Using 40 mm nominal size graded crushed coarse aggregates the work with all lead and lifts including loading and unloading as per the directions of engineer in charge of work Cum 12.00 6288.45 75461.40 6288.45 0.00 6288.45 0.00 6288.45 0.00 0.00 0.00 6288.45 0.00 6288.45 0.00 6288.45 0.00 0.00 0.00 6288.45 0.00 6288.45 0.00 12.00 6288.45 75461.40 12.00 75461.40 12.00 75461.40 0.00 0.00

40 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granitetrapbasalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed laid in layers not exceeding 150 mm thickness well compacted using plate vibrators including all lead lifts cost of all materials of quality labour Usage charges of machinery curing and all the other appurtenances required to complete the work as per technical specifications. Mix 136 M10 Using 20 mm nominal size graded crushed coarse aggregates the work with all lead and lifts including loading and unloading as per the directions of engineer in charge of work Cum 36.30 6799.39 246817.86 6799.39 0.00 6799.39 0.00 6799.39 0.00 0.00 0.00 6799.39 0.00 6799.39 0.00 6799.39 0.00 0.00 0.00 6799.39 0.00 6799.39 0.00 36.30 6799.39 246817.86 36.30 246817.86 36.30 246817.86 0.00 0.00

68 Amount put to tender including GST 34076659.49

69 Similar nature of work 17038329.74

70 Turn over 90871091.97

71 Liquide Damages

5th Month 6982390.97 6th Month 7187744.85 7th Month 6383489.52 20553625.34 205.54 242.5372 Line of credit including GST Executive Engineer

6th Month 7187744.85 7th Month 6383489.52 8th Month 2620282.94 16191517.31 161.92 MI & GWDdivision

EXCAVATION 27159.12 21727 cum

CONCRTE 612.37 490 cum

STEEL 22.91 18 t

Revetment 4680.99 3745 sqm

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

Month Amount Months Amount