Construction of Barrage across Local Nala near Chikli (J) Village Manik Tanda in Aurad (B) Taluka and Bidar District

Draft Conditions for approval

1 Tenders from Joint ventures are not acceptable.

2 Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by any State Government / Government of India /Union Territory.

3 It shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of KPPP on or before the last date and time of bid submission.

4 The bidder is required to ensure browser compatibility of the computer well in advance to the last date and time for receipt of tenders. The departments shall not be responsible for non accessibility of KPPP portal due to internet connectivity issues and technical glitches at bidders end.

5 EMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.

6 Bidder shall pay Contract Management Module processing fees of 0.025% of the contact value (Min Rs.500/- & Max Rs.7500/-) soon after contract has been issued to bidder.

7 The transaction fee is non-refundable if you wish to participate.

8 The tenders are invited as per Standard tender Bid Document KW-4

9 All relevant documents as per KW-4 need to be uploaded while submitting bid in general documents provision in KPP Portal portal.

10 Conditional tender will not be considered.

11 Sub - leasing /G.P.A of work is prohibited.

12 The employer reserves the right to accept or reject any or all tenders without assigning any reason.

13 The increase if any in the GST shall not be paid in the extended period of contract for which the contractor alone is responsible for delay as determined by the Authority.

14 The contractor has to furnish additional security deposit for unbalanced tenders in accordance with clause 25.5 of ITT & Clause 44 of the conditions of contract for all works, in addition to 5% performance performance security while executing the Agreement.

15 All materials like steel, cement etc., required for the above work should be procured by the contractor only at his own cost. And these materials will have to be got tested by the competent authority before put to use and certificate shall be submitted.

16 The necessary certificates / documents in support of eligibility criteria fulfilled as stipulated shall be scanned and attached duly attested to e-tender document. The original certificates/document shall be produced on or before stipulated date and time for verification. Scanned signature of bidder/authorized representative of the bidder shall be attached while up loading bid document.

17 During the execution of works, if any minor mineral are required, contractors have to abide by the Karnataka Minor Mineral Concession Rules 1994(as amended upto date). As per the previlling rules, for any use of minor Minerals, the contractor has to submit the Mineral Despatch permit obtained from Mines and Geology Department. If Mineral Despatch Permit (MDP) is not submitted by the contractor along with the bill, the prevailing penalty and DMF contribution as per Karnataka Minor Mineral Concession Rules 1994 (as amended from time to time) will be deducted from the contractors bill at the time of payment.

18 The Tenderer shall also disclose if there are any bankruptcy proceedings against him.

19 Uploaded Drawings are tender purpose only.

20 Name, address,telephone,email id and fax numbers of the contractor is to be provided.

21 Each item of BOQ to be read as with all lead and lifts and as per the directions of Engineer in charge.

22 A copy of GST registration certificate to be uploaded.

23 Latest copy of the Income Tax Clearance Certificate and Sale Tax Clearance PAN and TAN Nos to be uploaded.

24 The defective liability period is one year.

25 If any of the dates mentioned above happens to be a general holiday, the next working day holds good.

26 Incomplete tender documents will be rejected.

27 Corrigendum will be published in web site for all modifications/corrections if any.

28 The intending bidder are advised to visit the site of work before submission of the tenders.

29 If any of the Contractor who have been black listed as per Government order are not eligible to participate in this tender.

30 As per the Karnataka building and other construction workers welfare cess act 1996 1 % of the bill amount will be deducted from the bill.

31 Further information can be had from the office of the Executive Engineer, Minor Irrigation & Ground Water Development Division, Bidar during the office Hours.

32 The contractor should establish quality control laboratory equiped with all the equipments and the materials should be periodically tested and properly documented as per the direction of the Engineer-in-charge of the work.

33 The Contractor is fully responsible for the Equipment / Material until the same is handed over to the EXECUTIVE ENGINEER in an operating condition after commissioning. The Contractor is responsible for the proper maintenance of equipment / material as well as protection of the same against theft, elements of nature, damages etc., while in his custody as well as after erection until the same is taken over by the EXECUTIVE ENGINEER under due acknowledgment in writing.

34 The contractors whose tenders are rescinded due to delay in executing work/ delayed the work beyond tender period are not eligible for tendering for this work. And will not be considered though they may be lowest.

35 The Work Done Certificates shall be issued by the Executive Engineer (if work done in Karnataka State), otherwise it shall be issued/counter signed by Superintending Engineer (if the work is done in other states)

36 The Contractor shall quote the rates without adding GST for either materials or works contract (Service). GST payable by the Contractor under this works contract will be paid to the contractor separately as per prevailing orders.

37 Excess tender premium is not allowed for this work

38 Extra item work slip is not allowed for this work

39 Period of completion of work is 9 months including monsoon.

Technical conditions:

1 The Tenderer shall have valid class - I KPWD License (upload registration certificate of original should be produced while opening the tender) Registration Registration Certificate

2 To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e. (2021-22, 2022-23,2023-24,2024-25 & 2025-26) achieved in at least two financial years a minimum financial turnover (in all classes of civil engineering construction works only) of Rs. 418.80 lakhs. The weightage of 10% will be given per year to bring them to the price level of 2026-27. Financial Status Certificate issued by Chartered Accountant

3 Satisfactorily completed at least 90% of contract value as prime contractor, at least one similar work such as BCB/Barrage/Anicut/Pickup/Bandhara value not less than Rs. 104.70 Lakhs. (usually not less than 50% estimated value of contract) The weightage of 10% will be given per year to bring them to the price level of 2026-27 Past Experience Work Done Certificate

4 Executed in any one year, the following minimum quantities of work: 1)EWE (combined excavation and embankment): 10325.29 cum, 2) Revetment: 881.60 Sqm 3) Cement concrete : 962.65 Cum, 4) Steel : 46.37 Tonne (usually 80% of the peak annual rate of construction as per FD GO) Past Experience Work Done Certificate showing quantity of the different item

5 Liquid assets and / or availability of credit facilities of not less than Rs. 69.80 Lakhs (Credit lines/letter of credit / certificates from banks for meeting the fund requirement. It should be in prescribed format appended in Bid document. Financial Status Line of credit as prescribed in section 3

6 Section 3 Qualification Information. Capabilities of Vendor Section -3 of Bid Document

7 The tenderer shall give details of works on hand (Present contract commitment) Document Relevant Document

8 All documents including details of EMD are to be mentioned in the technical bid only ( as per KPPP options) Document Relevant Document

9 All documents to be furnished are to be attested by the officer of not below the rank of Executive Engineer or by Notary. Documents Relevant Document

All items are with all leads and lifts including loading and unloading as per the direction of the Engineer-in-charge of the work.

1 Contractors Registration Certificate

2 Annual Turnover Certificate issued by the C.A

3 Work Done Certificate for executed quantity

4 Similar Nature Of work done Certificate issued not below the rank of E.E

5 Line Of Credit

6 Works on hand Present contract commitment

7 Section 3 Qualification Information.

8 Assess available tender capacity

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 2024-25

MILESTONE STATEMENT

Construction of Barrage across Local Nala near Chikli (J) Village Manik Tanda in Aurad (B) Taluka and Bidar District

Sl. No. SR item No. & vol. No. SR Page No. Description Unit Total Milestone- 1 (for 1st month) Milestone- 2 (for 2 month) Milestone-3 (for 3 month) Milestone-4 (for 4 month) Milestone-5 (for 5 month) Milestone-6 (for 6 month) Milestone-7 (for 7 month) Milestone-8 (for 8 month) Milestone-9 (for 9 month) Total amount

Qnty Rate Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount

1 1.14.2 vol 1 PWD 8 Cutting and removing jauliflora bushes upto1.50m girth excluding removal of stumps and including burning or disposing off the materials as directed with all other ancillar yoperations complete.As Per WRD SR for 2023-24 , Item no- 8.2.1 Page No- 101 Each 153.00 26.78 4,097.34 153.00 4097.34 0 0.00 153.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0.00 4097.34 0.00

2 1.15.1 vol 1 PWD 8 Cutting and stacking bamboos excluding removing stumps and roots with all other ancillary operations complete.As Per WRD SR for 2023-24 , Item no- 8.1 Page No- 101 Each 100.00 28.35 2,835.00 100.00 2835.00 0 0.00 100.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0.00 0.00 2835.00 0.00

3 2.37 vol IV A 29 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 including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m,with all lead & lifts as per the direction of Engineer in charge of the work (Item No.1.14.1 Page No.8 of PWD Volume I Common SR for 2023-24). Cum 5216.55 111.44 581,332.33 5216.55 581332.33 0 0.00 5216.55 0.00 0.00 0 0.00 0.00 0.00 0.00 0.00 581332.33 0.00

4 3.3 vol IVA 6 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 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 with all lead & lifts as per the direction of Engineer in charge of the work (Item No.1.15.1 Page No.8 of PWD Volume I Common SR for 2023-24). Cum 2235.67 396.58 886,622.01 2235.67 886622.01 0 0.00 2235.67 0.00 0.00 0 0.00 0.00 0.00 0.00 0.00 886622.01 0.00

5 1.8 vol IV B 19 :Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fne 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 specifcations Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work Cum 258.76 5887.35 1,523,410.69 0.00 258.76 1523411 0.00 258.76 0.00 0.00 0 0.00 0.00 0.00 0.00 0.00 1523410.69 0.00

6 2.1.3 vol 1 PWD 57 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work. Cum 329.17 6734.50 2,216,795.37 0.00 0 230.42 1551756.76 230.42 98.75 665038.61 0.00 0 98.75 0.00 0.00 0.00 0.00 2216795.37 0.00

7 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work. cum 243.99000 7192.19 1,754,822.44 0.00 0 0.00 0.00 170.79 1228375.71 73.20 526446.73 0 243.99 0.00 0.00 0.00 0.00 1754822.44 0.00

8 1.14.1 vol 1 PWD 8 Providing and laying in position Cement Concrete for all Sub structures other parallel works from 0.50m to 3.50 m height. The granite/trap/basaltcrushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work cum 255.6000 7192.19 1,838,323.76 0.00 0 0.00 0.00 0.00 178.92 1286826.63 76.68 551497 255.60 0.00 0.00 0.00 0.00 1838323.76 0.00

9 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work. cum 72.3600 7777.77 562,799.44 0.00 0 0.00 0.00 0.00 0.00 72.36 562799 72.36 0.00 0.00 0.00 0.00 562799.44 0.00

10 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 with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work. m 107.10 353.85 37,897.34 0.00 107.10 37897 0.00 107.10 0.00 0.00 0 0.00 0.00 0.00 0.00 0.00 37897.34 0.00

11 Providing and laying Cement concrete wearing coat M-30 gradeincluding reinforcement complete as per drawing and Technical Specifications. (Batching Plant) complete with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work. Cum 7.29 13741.35 100,174.44 0.00 0 0.00 0.00 0.00 0.00 7.29 100174 7.29 0.00 0.00 0.00 0.00 100174.44 0.00

12 Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification complete with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work m 8.00 143.85 1,150.80 0.00 0 0.00 0.00 0.00 0.00 8.00 1151 8.00 0.00 0.00 0.00 0.00 1150.80 0.00

13 Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight complete with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work. m 8.00 50.4 403.20 0.00 0 0.00 0.00 0.00 0.00 8.00 403 8.00 0.00 0.00 0.00 0.00 403.20 0.00

14 Design, fabrication, supply, erection and commissioning of embedded parts consisting of sill beam, wheel tracks, seal seats, guide rails with all accessories for vertical lift barrage gate including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, applying one coat of zinc rich epoxy primer and four coats of cold applied coal tar epoxy paint and all other ancillary operations complete as per specifications and approved drawings. Note: 1. Wt of 1 set of embedded parts in tonnes = 0.0055 ( L2 x H x h )0.716 Where ( L ) is length = Clear distance between piers in m + 1 m. ( H ) is total height of gate in m = FRL - Sill level + 0.20 m ( h ) is head of water above sill of gate in m = FRL - Sill level 2. Quantity of structural steel = 82.3 % of computed weight of 1 set. complete with all lead and lifts including loading and unloading charges as per the direction of the Engineer in charge of the work. t 1.009 283395 285,945.56 0.00 0 0.00 0.00 1.01 285945.56 0.00 0 1.01 0.00 0.00 0.00 0.00 285945.56 0.00

15 Supply ,Fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification Sub structure of Bridges complete with all lead and lifts including loading and unloading charges as per the direction of the Engineer incharge of the work. t 51.84 80145.45 4,154,740.13 0.00 25.92 2077370 15.55 1246422.04 41.47 10.37 830948.03 0.00 0 10.37 0.00 0.00 0.00 0.00 4154740.13 0.00

16 Design, fabrication, supply, erection, testing and commissioning of fxed wheel type vertical lift gate ( with top seal ) consisting of skin plate, siffeners, horizontal and vertical girders, wheels, guide rollers, rubber seals with all accessories for canal escape / regulator vent including cost of all materials, machinery, labour, cutting, aligning, welding, fnishing, cleaning, applying one coat of zinc rich epoxy primer and three coats of cold applied coal tar epoxy paint, seal fxing and all other ancillary operations complete as per specifcations and approved drawings. Note: 1. Weight of 1 gate in tonnes = 0.0888 ( L2 x H x h )0.659 Where ( L ) is length = Clear vent width in m + 0.50 m. ( H ) is height of gate in m = Clear vent height in m + 0.20 m ( h ) is head of water above sill of gate in m = FSL - Sill level 2. Quantity of structural steel = 92.1 % of computed weight for 1 gate complete with all lead and lifts including loading and unloading charges as per the direction of the Engineer incharge of the work t 3.7 185325 685,702.50 0.00 0 0.00 0.00 0.00 0.00 0 0.00 3.70 685702.50 0.00 0.00 3.70 685702.50 0.00

17 :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 specifed 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 with all lead and lifts including loading and unloading charges as per the direction of the Engineer incharge of the work. cum 911 660.45 601,669.95 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 911.00 601669.95 0.00 911.00 601669.95 0.00

18 :Providing casing embankment using semi-pervious / pervious soil from dump 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 specifed 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.complete with all lead and lifts including loading and unloading charges as per the direction of the Engineer incharge of the work cum 490.52 236.25 115,885.35 0.00 0 0.00 0.00 0.00 0.00 0 0.00 490.52 115885.35 0.00 0.00 490.52 115885.35 0.00

19 Providing and constructing size stone pitching using 200 to 250 mm size stones with pin headers at 2 per m2 set in CM 1 : 5 proportion by volume with pointing joints in CM 1 : 3 proportion by volume including cost of all materials from approved source, labour, packing stone chips and mortar into joints,fnishing,curing and all other ancillary operations complete.300 mm thickcomplete with all lead and lifts including loading and unloading charges as per the direction of the Engineer incharge of the work sqm 1102.00 892.5 983,535.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 1,102.00 983535.00 0.00 1102.00 983535.00 0.00

1 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper gradeand camber, applying and brooming requisite type of screening/binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the GRADING -11 (53MM-22.4MM) Using required density. Screening Crushable type such as Mooram or Gravel complete with all lead and lifts including loading and unloading charges as per the direction of the Engineer incharge of the work cum 479.72 2198.7 1,054,760.36 479.72 1054760.36 0 0.00 479.72 0.00 0.00 0 0.00 0.00 0.00 0.00 0.00 1054760.36 0.00

2 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifcations, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work In all kinds of soils upto 300 mm depth complete with all lead and lifts including loading and unloading charges as per the direction of the Engineer incharge of the work. cum 722.93 99.75 72,112.27 722.93 72112.27 0 0.00 722.93 0.00 0.00 0 0.00 0.00 0.00 0.00 0.00 72112.27 0.00

3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper gradeand 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. 4.24 B (1)GRADING -1 (63MM-45) Using Screening Crushable type such as Moorum or Gravel complete with all lead and lifts including loading and unloading charges as per the direction of the Engineer incharge of the work. cum 493.11 2272.2 1,120,444.54 493.11 1120444.54 0 0.00 493.11 0.00 0.00 0 0.00 0.00 0.00 0.00 0.00 1120444.54 0.00

4 :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 specifcations, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work complete with all lead and lifts including loading and unloading charges as per the direction of the Engineer incharge of the work. cum 3239.78 497.7 1,612,438.51 1619.89 806219.25 1,619.89 806219 0.00 3239.78 0.00 0.00 0 0.00 0.00 0.00 0.00 0.00 1612438.51 0.00

1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m.Complete with all lead and lifts as per direction of Engineer Incharge of work. Cum 36.00 107.10 3,855.60 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 36.00 3855.60 36.00 3855.60 0.00

2 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work If the height of embankment construction is more than 1.50 m add 5% per m³ for every 1.50 m height or part there off Deduct 5% per m³ if rollers are not used and tamping is done manually Add 8% per m³ for works under foul & sullage situation.Complete with all lead and lifts as per direction of Engineer Incharge of work. Cum 27.03 497.70 13,452.58 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 27.03 13452.58 27.03 13452.58 0.00

3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates .Complete with all lead and lifts as per direction of Engineer Incharge of work. Cum 1.82 6213.90 11,309.30 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 1.82 11309.30 1.82 11309.30 0.00

4 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, includingall lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Complete with all lead and lifts as per direction of Engineer Incharge of work. Cum 17.78 6452.25 114,721.01 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 17.78 114721.01 17.78 114721.01 0.00

5 Additionalitiesfor Form Work and Centring, & Scaffolding charges for CD'S Head Wall Complete with all lead and lifts as per direction of Engineer Incharge of work. Cum 17.78 516.18 9,177.68 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 17.78 9177.68 17.78 9177.68 0.00

6 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6.Complete with all lead and lifts as per direction of Engineer Incharge of work. 1000mm. dia Mtr 7.50 8355.90 62,669.25 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 7.50 62669.25 7.50 62669.25 0.00

7 Supplying, Fitting and Placing TMT Fe550 bar Reinforcement in sub-structure complete as per Drawing and Technical Specifications. MORTH Specification No. 1600 & 2200.Complete with all lead and lifts as per direction of Engineer Incharge of work. Tonne 0.53 80145.45 42,749.58 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.53 42749.58 0.53 42749.58 0.00

1 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.In all kinds of soils upto 300 mm depth (Comman SR, Volume-1, Pg No. 8/ SI. No.1.12) Cum 3.00 99.75 299.25 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 3.00 299.25 3.00 299.25 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 (Comman SR, Volume-1, Pg No. 8/ SI. No.1.14.1) Cum 24.13 107.10 2,584.32 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 24.13 2584.32 24.13 2584.32 0.00

3 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (Comman SR, Volume-1, Pg No. 15/ SI. No.2.1.3) Cum 2.95 6213.90 18,331.01 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 2.95 18331.01 2.95 18331.01 0.00

4 Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (Comman SR, Volume-2, Pg No. 9/ SI. No.5.3) Cum 4.64 6490.05 30,113.83 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 4.64 30113.83 4.64 30113.83 0.00

5 Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc complete as per specification I.S. 3620/1979 having compressive strength not less than 3.5 N/mm2 for saturated dry samples - For Basement in CM 1:6. (Comman SR, Volume-2, Pg No. 9/ SI. No.5.6) Cum 3.67 6755.70 24,793.42 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 3.67 24793.42 3.67 24793.42 0.00

6 Providing and laying in position Cement Concrete for all Foundation works. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Comman SR, Volume-1, Pg No. 15/ SI. No.2.2.1) Cum 6.08 6493.20 39,478.66 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 6.08 39478.66 6.08 39478.66 0.00

8 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 DesignMix Using 20 mm nominal size graded crushed coarse aggregates (Comman SR, Volume-1, Pg No. 16/ SI. No.2.4.2) Cum 2.02 6532.05 13,194.74 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 2.02 13194.74 2.02 13194.74 0.00

10 Formwark for Plinth beams of Buildings @ 50% (Comman SR, Volume-1, Pg No. 29/ SI. No.1a) Cum 1.19 3266.03 3,886.57 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 1.19 3886.57 1.19 3886.57 0.00

11 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (Comman SR, Volume-1, Pg No. 7/ SI. No.1.9) Cum 17.55 279.30 4,901.72 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 17.55 4901.72 17.55 4901.72 0.00

12 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Comman SR, Volume-1, Pg No. 16/ SI. No.2.5.1) Cum 5.49 6853.35 37,624.89 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 5.49 37624.89 5.49 37624.89 0.00

16 Formwark for Chejjas, Canopy & Other Architectural projections of minor sections @ 45% (Comman SR, Volume-1, Pg No. 30/ SI. No.17) Cum 0.25 3084.01 771.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.25 771.00 0.25 771.00 0.00

17 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings (Comman SR, Volume-1, Pg No. 18/ SI. No.2.11a) t 0.88 84204.75 74,100.18 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.88 74100.18 0.88 74100.18 0.00

18 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.(Comman SR, Volume-2, Pg No. 14/ SI. No.6.8) Cum 8.97 8345.40 74,858.24 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 8.97 74858.24 8.97 74858.24 0.00

19 Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications. (Comman SR, Volume-2, Pg No. 99/ SI. No.12.12) Cum 0.068 130412.10 8,868.02 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.07 8868.02 0.07 8868.02 0.00

20 Providing and fixing in position fully panelled Mathi/Nandi wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) (Comman SR, Volume-2, Pg No. 100/ SI. No.12.16) Sqm 2.52 7241.85 18,249.46 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 2.52 18249.46 2.52 18249.46 0.00

21 Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge including cost of materials, labour, usage charges of machinery complete as per specifications. (Comman SR, Volume-2, Pg No. 86/ SI. No.11.31) kg 129.60 120.75 15,649.20 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 129.60 15649.20 129.60 15649.20 0.00

22 Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6 PHR with TPE (Thermo Plastic Elastomer) and lead free, gaskets -grey color having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 44mm width x 40mmheight with reinforcement of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVC honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be of size 9.5mm x 21.5mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with Crescent Locks. Wall thickness of frame & sash shall be of 2 mm.Maximum possible size – 1219mm x 1219mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) (Comman SR, Volume-2, Pg No. 108-109/ SI. No.12.84) Sqm 7.20 5274.15 37,973.88 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 7.20 37973.88 7.20 37973.88 0.00

23 Galvanised wire mesh of average width of aperture 1.4 mm and nominal dia of wire 0.63 mm(Comman SR, Volume-2, Material Component Pg No. A-24/ SI. No.394) Sqm 7.20 294.00 2,116.80 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 7.20 2116.80 7.20 2116.80 0.00

24 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (Comman SR, Volume-2, Pg No. 41/ SI. No.8.1.2) Sqm 45.04 252.00 11,350.08 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 45.04 11350.08 45.04 11350.08 0.00

25 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. (Comman SR, Volume-2, Pg No. 50/ SI. No.8.51) Sqm 61.60 105.00 6,468.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 61.60 6468.00 61.60 6468.00 0.00

26 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge (Comman SR, Volume-2, Pg No. 42/ SI. No.8.2.2) Sqm 60.16 290.85 17,497.85 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 60.16 17497.85 60.16 17497.85 0.00

27 Flooring with 25mm thick polished tandur blue stone slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, , including cost of materials, labour, curing, polishing complete as per specifications. (Comman SR, Volume-2, Pg No. 64/ SI. No.9.34) Sqm 2.10 1622.25 3,406.73 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 2.10 3406.73 2.10 3406.73 0.00

28 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (Comman SR, Volume-2, Pg No. 47/ SI. No.8.33.3) Sqm 7.20 145.95 1,050.84 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 7.20 1050.84 7.20 1050.84 0.00

29 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (Comman SR, Volume-2, Pg No. 46/ SI. No.8.33.2) Sqm 8.07 144.90 1,169.34 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 8.07 1169.34 8.07 1169.34 0.00

30 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (Comman SR, Volume-2, Pg No. 46/ SI. No.8.30) Sqm 47.56 182.70 8,689.21 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 47.56 8689.21 47.56 8689.21 0.00

Total Rs 20940726.03

Sl No Itemes Total Qty 80% of Qty

1 1) Earth excation & Embankment EWE & Embankment Cum 12906.61 12906.61 10325.29

2 2) Ptching Revetment Sqm 1102.00 1102.00 881.60

3 3) Concrete Cement concrete Cum 1203.31 1203.31 962.65

4 4) Steel steel tonne 57.96 57.96 46.37

Section Officer Asst. Executive Engineer Executive Engineer Executive Engineer

MI & GWD Sub Division, Bidar MI & GWD Division, Bidar MI & GWD Division, Bidar

Construction of Barrage across Local Nala near Chikli (J) Village Manik Tanda in Aurad (B) Taluka and Bidar District

Item No. EWE & Embankment Revetment Cement concrete M25-20mm d/s & PCC M10-40mm d/s in Cum Steel in tonne

Cum Sqm Cum Tonne

Tender period - 9 months

QTY. = Total qty. x 0.80

Executive Engineer

MI & GWD Division, Bidar

Construction of Barrage across Local Nala near Chikli (J) Village Manik Tanda in Aurad (B) Taluka and Bidar District

1st month 2nd month 3rd month 4th month 5th month 6th month 7th month 8th month 9th month

Mile stone -II 6039606.27 6039.61

Mile stone -III 3129620.52 3129.62 Liquid Assest =(APTx3)/period= = 6980242.01

Fin.turnover = 41881452.06

Executive Engineer

MI & GWD Division, Bidar

1 Construction of Barrage across Local Nala near Chikli (J) Village Manik Tanda in Aurad (B) Taluka and Bidar District

2 Indent No. MI/2025-26/BB/WORK_INDENT11399

3 Amount put to tender (APT) 20940726.03

5 Financial turnover

(2 times the estimated annual payment 41881452.06

APT/tender period)*9*2 41881452.06

6 Similar work (50% of the amount put to tender) 10470363.02

7 Period of completion (Tender period) 09months

8 Material (should have executed in any 1 year 80% of peak Annual rate of construction

Earthwork excavation,embakment in cum. 10,325.29

Pitching work in Sqm 881.60

Cement concrete M25-20mm d/s & PCC M10-40mm d/s in Cum 962.65

Steel in tonne 46.37

9 Liquid assest / credit facilities cash flow for 3 months in the peak(in Lakhs) 69.80

10 Schedule - B Enclosed

11 Bid documents /contract data Enclosed

12 Price adjustment clauuse/Star rate G.O Appended in Bid document

13 Milestones -1 11771499.24

Milestones -2 6039606.27

Milestones -3 3129620.52

Executive Engineer

MI & GWD Division, Bidar

Name of work : Providing Lift Irrigation Facility through Pipeline to Othgi & Warwatti(K) Villages from checkdam constructed across local nala in Humnabad constituency of Bidar District.

3.DETAILED AND ABSTRACT ESTIMATE FOR PUMP HOUSE

Sl.No Item of work No. L. B D Qnty Unit Qnty Rate Amount

1 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.In all kinds of soils upto 300 mm depth (Comman SR, Volume-1, Pg No. 8/ SI. No.1.12)

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 (Comman SR, Volume-1, Pg No. 8/ SI. No.1.14.1)

3 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (Comman SR, Volume-1, Pg No. 15/ SI. No.2.1.3)

4 Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (Comman SR, Volume-2, Pg No. 9/ SI. No.5.3)

For Plinth 1st footing 2 5 0.45 0.60 2.70

5 Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc complete as per specification I.S. 3620/1979 having compressive strength not less than 3.5 N/mm2 for saturated dry samples - For Basement in CM 1:6. (Comman SR, Volume-2, Pg No. 9/ SI. No.5.6)

For Plinth 2nd footing 2 5.07 0.38 0.60 2.31

6 Providing and laying in position Cement Concrete for all Foundation works. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Comman SR, Volume-1, Pg No. 15/ SI. No.2.2.1)

For Footings 6 1.50 1.50 0.45 6.0803

7 Formwark for Footings Isolated @ 8% (Comman SR, Volume-1, Pg No. 29/ SI. No.1a)

For Footings Qty. same as item No.6 6.08 m3 6.08 519.46 3158.29

8 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 DesignMix Using 20 mm nominal size graded crushed coarse aggregates (Comman SR, Volume-1, Pg No. 16/ SI. No.2.4.2)

RCC Columns concrete upto plinth top

RCC Plinth Beams

For Plinth beam 2 5.00 0.23 0.30 0.69

9 Formwark for Columns @ 70% (Comman SR, Volume-1, Pg No. 29/ SI. No.7)

RCC Columns upto plinth level Columns Qty. as per I.No. 8 0.83 m3 0.83 4572.44 3795.12

10 Formwark for Plinth beams of Buildings @ 50% (Comman SR, Volume-1, Pg No. 29/ SI. No.1a)

For Plinth beam Plinth Beams Qty. as per I.No. 8 1.19 m3 1.19 3266.03 3886.57

11 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (Comman SR, Volume-1, Pg No. 7/ SI. No.1.9)

12 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Comman SR, Volume-1, Pg No. 16/ SI. No.2.5.1)

RCC Columns 6 0.23 0.30 3.45 1.43

RCC Lintel and Beams

RCC Slab Beams 1 5.06 0.23 0.45 0.52

13 Formwark for Columns @ 70% (Comman SR, Volume-1, Pg No. 29/ SI. No.7)

RCC Columns Qty. same as item No.12 1.43 m3 1.43 4797.35 6860.20

14 Formwark for Beams & Lintels of Building @ 60% (Comman SR, Volume-1, Pg No. 30/ SI. No.12)

RCC Lintel & Slab beams Qty. same as item No.12 0.82 m3 0.82 4112.01 3371.85

15 Formwark for Roof Slab of Building @ 50% (Comman SR, Volume-1, Pg No. 30/ SI. No.13)

For Slab Qty. same as item No.12 3.00 m3 3.00 3426.68 10280.03

16 Formwark for Chejjas, Canopy & Other Architectural projections of minor sections @ 45% (Comman SR, Volume-1, Pg No. 30/ SI. No.17)

For Chajjas Qty. same as item No.12 0.25 m3 0.25 3084.01 771.00

17 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings (Comman SR, Volume-1, Pg No. 18/ SI. No.2.11a)

For Footings As per Detailed calculation 148.75

For Columns As per Detailed calculation 290.64

For Plinth Beams As per Detailed calculation 140.18

For Lintels As per Detailed calculation 83.01

For Chajja As per Detailed calculation 37.02

For Gr. floor Slab As per Detailed calculation 182.78

18 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.(Comman SR, Volume-2, Pg No. 14/ SI. No.6.8)

19 Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications. (Comman SR, Volume-2, Pg No. 99/ SI. No.12.12)

20 Providing and fixing in position fully panelled Mathi/Nandi wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) (Comman SR, Volume-2, Pg No. 100/ SI. No.12.16)

21 Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge including cost of materials, labour, usage charges of machinery complete as per specifications. (Comman SR, Volume-2, Pg No. 86/ SI. No.11.31)

22 Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6 PHR with TPE (Thermo Plastic Elastomer) and lead free, gaskets -grey color having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 44mm width x 40mmheight with reinforcement of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVC honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be of size 9.5mm x 21.5mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with Crescent Locks. Wall thickness of frame & sash shall be of 2 mm.Maximum possible size – 1219mm x 1219mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) (Comman SR, Volume-2, Pg No. 108-109/ SI. No.12.84)

23 Galvanised wire mesh of average width of aperture 1.4 mm and nominal dia of wire 0.63 mm(Comman SR, Volume-2, Material Component Pg No. A-24/ SI. No.394)

24 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (Comman SR, Volume-2, Pg No. 41/ SI. No.8.1.2)

Inside Room 2 5.00 3.10 31.00

25 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. (Comman SR, Volume-2, Pg No. 50/ SI. No.8.51)

Inside Room 2 5.00 3.10 31.00

Room Ceiling 1 5.00 3.60 18.00

26 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge (Comman SR, Volume-2, Pg No. 42/ SI. No.8.2.2)

External Plastering 2 5.00 3.10 31.00

27 Flooring with 25mm thick polished tandur blue stone slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, , including cost of materials, labour, curing, polishing complete as per specifications. (Comman SR, Volume-2, Pg No. 64/ SI. No.9.34)

Skirting 1 5.00 0.10 0.50

Skirting D1 -1 1.20 0.10 -0.12

28 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (Comman SR, Volume-2, Pg No. 47/ SI. No.8.33.3)

29 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (Comman SR, Volume-2, Pg No. 46/ SI. No.8.33.2)

30 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (Comman SR, Volume-2, Pg No. 46/ SI. No.8.30)

External 2 5.00 3.10 31.00

Total Rs. = 484883.59

Section Officer Assistant Executive Engineer

MI & GWD sub division Bidar