Construction of 1 No. of Judicial Officers Quarters at Kittur Belagavi District.

Financial Year Total value of Civil Engineering works executed and payments received in the last five years (in Rs. lac)

Attach Chartered Accountant's Yearwise Statements.with audited profit and loss account

Note : Documents shall be attested by the Notary or Government Gazetted and original documents to be submitted at the time of opening of Technical bid for verification

Work executed as prime contractor (in the same name) on works of similar nature during the five years specified)

Project Name Name & Address of the Employer Name of Work Contract Number Value of contract Rs. Lakhs Date of Markout /Date of Handing over of site Specified period of completion (including/excluding Monsoon Actual date of completion Remarks (appreciation letter received for early completion or reasons, if there is delay in completion)

Attach Workdone Certificate for each work indicated above, in Format 3, obtained from the Competent Authority

Note : Documents shall be attested by the Notary or Government Gazetted and original documents to be submitted at the time of opening of Technical bid for verification

Quantities of work executed as prime contractor (in the same name) during the last five years i.e., from 2015-16 to 2019-20

Year Name of Work Name of Employer Quantity of work performed Remarks(Indicate contract reference)

Earth work excavation in Cum Plain Cement Concrete (in Cum) Reinforced Cement Concrete (in Cum) Stone Masonry (in Cum) Brick Masonry (in Cum) Steel (in Qtl) Finishinh Items (in Sqm)

Attach Workdone Certificate for each work indicated above, obtained from the Competent Authority not below the rank of Executive Engineer or equivalent.

Note : Documents shall be attested by the Notary or Government Gazetted

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 * : 2019

January February March April May June July August September October November December

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2020

January February March April May June July August September October November December

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2021

January February March April May June July August September October November December

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2022

January February March April May June July August September October November December

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2023

January February March April May June July August September October November December

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2024

January February March

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

7 Stipulated Period of Completion (including monsoon)

8 Prescribed Date of completion

9 Actual Date of Completion/ Probable Date of Completion

10 Cost of balance work (if work is in progress) :

11 Reasons if any for delay in completion, if work completion is delayed :

12 Penalty if any imposed :

13 Any other information :

* Monthwise progress shall be furnished seperately.

Date: (Authorised Signatory)

Address for correspondence:

Note : Documents shall be attested by the Notary or Government Gazetted and original documents to be submitted at the time of opening of Technical bid for verification

Monthly Physical and Financial Progress Achieved in all Contracts which are referred to in Format 3

Names of Works Item of Work Names of Employers 2019-20 Remarks (Indicate contract reference)

January February march April May June July August September October November December

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

Note : Documents shall be attested by the Notary or Government Gazetted and original documents to be submitted at the time of opening of Technical bid for verification.

Information on works which are yet to be completed.

(EXISTING COMMITMENTS AND ON-GOING WORKS)

Project Name Name & Address of the Employer Name of Work Contract Number Value of contract Rs. Lakhs Date of Markout /Date of Handing over of site Specified period of completion (including/excluding Monsoon cost of balance works remaining Rs. in lac Probable date of completion

Attach Certificate for each work indicated above, in Format 3, obtained from the Competent Authority

Note : Documents shall be attested by the Notary or Government Gazetted.

Information of the works for which Tender acceptance letters are received.

Project Name Name & Address of the Employer Name of Work Tendered Amount in Rs lac Specified period of completion (including/excluding Monsoon Probable Date of Handing over of site

Attach letters of Acceptance received.

Note : Documents shall be attested by the Notary or Government Gazetted.

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.

List of Machineries Required

Item of Equipment Requirement Owned/ Hired/Leased Owned/ Hired/Lease and available Remarks

No. Capacity Number/Capacity Age/ Condition

Note : Documents shall be attested by the Notary or Government Gazetted and original documents to be produced at the time of opening of Technical bid for verification.

BANKER’S CERTIFICATE

This is to certify that M/s. ………………………….. is a reputed company with a good financial standing. If the contract for this work, namely............................................................................... ............................................................................................................................................... (Name of the work) is awarded to the above firm, we shall be able to provide overdraft/credit facilities to the extent of Rs. …………....../- (inwards) .................................................................... ............................................................................................................................................... to meet the working capital requirements for executing the above contract

Name of the Bank, Senior Bank Manger

Note : Documents shall be attested by the Notary or Government Gazetted and original documents to be submitted at the time of opening of Technical bid for verification.

Information on litigation in which the Tenderer is involved:

Other Party/Parties Employer Details of Dispute Amount involved Remarks showing Present Status

GOVT. OF KARNATAKA

PUBLIC WORKS DEPARTMENT

OFFICE OF EXECUTIVE ENGINEER PUBLIC WORKS DEPARTMENT DIVISION, BELAGAVI.

Construction of 1 No. of Judicial Officers Quarters at Kittur Belagavi District.

ESTIMATED COST : Rs. 110.00 Lakhs.

HEAD OF ACCOUNT : 4059 (Court Buildings) for the Year 2024-25 Appendix-E (Spillover works)

OFFICE OF ASSISTANT EXECUTIVE ENGINEER PUBLIC WORKS DEPARTMENT SUB DIVISION, KITTUR.

4059/AE-1/JudicialQuarters

Construction of 1 No. of Judicial Officers Quarters at Kittur Belagavi District.

Name of Division PWD Division Belagavi

Name of Sub-Division PWD, Sub-Dn, Kittur

Major Head 4059 (Court Buildings) for the Year 2024-25 Appendix-E (Spillover works)

Departement Head

Construction of 1 No. of Judicial Officers Quarters at Kittur Belagavi District. 4059-80-051-0-57-386

This Estimate is framed in the Office of the Assistant Executive Engineer PWD Sub-Dn. Kittur for the probable expense that will be incurred in for the above work.

Estimated Cost Rs. 110.00 Lakhs

Administratively approved under

Technically Sanctioned under

Estimate prepared by Shri. Sachinkumar K H ..AE

Estimate Checked by Shri. S R Mirajkar .. AEE

------- Separate Sheet Enclosed-------

Assistant Executive Engineer,

PWD Sub-Division, Kittur

P.W.D.CODE PARA - 133

Construction of 1 No. of Judicial Officers Quarters at Kittur Belagavi District.

This is to certify that Shri. Sanjeev. R. Mirajkar , Assistant Executive Engineer, have personally visited spot and prepared the estimate using sanctioned scheduled of rates provided for the most economical and safe way of executing work.

Assistant Executive Engineer, PWD Sub-Dn.,Kittur

C E R T I F I C A T E.

(As required vide G.O.No.PWD SL.CMS.96 Dtd:27/6/1991)

Certified that, sufficient case has been taken while preparaing the estimate in respect of the above mentioned work to see that all necessary items which are technically required for the work in sufficient quantity are included while preparing the estimate,and specification of items included are completed and correct.

Assistant Executive Engineer, PWD Sub-Dn.,Kittur Executive Engineer, PWD Belagavi Dn.Belagavi

C E R T I F I C A T E.

Certified that, the work proposed in this estimate has not been taken up under any other head/programme by any agency. The said work has not been included / proposed / over lapped in any other proposed or approved programme.

Assistant Executive Engineer, PWD Sub-Dn.,Kittur Executive Engineer, PWD Belagavi Dn.Belagavi

Name of the Work: Construction of 1 No. of Judicial Officers Quarters at Kittur Belagavi District.

RECAPITULATION SHEET

Sl.No Description Amount in Rs: EPROC

Sub-Estimate : A) Civil Works

1 Construction of Ground floor 6900241.69 6899791.24 -450.45 69002.42 3720752.34

2 Construction of First floor comprising of Living Room, Office, Foyer, Bed rooms-3 Nos., Balcony, Dining, Kitchen, Store, Pooja, Utility, Attached Toilets-4 Nos. (Total Floor Area= 204.00 Sq.m/2195.04 Sq.ft) 0.00 0.00

3 Construction of Second floor Living Room, Office, Foyer, Bed rooms-3 Nos., Balcony, Dining, Kitchen, Store, Pooja, Utility, Attached Toilets-4 Nos. (Total Floor Area= 204.00 Sq.m/2195.04 Sq.ft) 0.00 0.00 7529954.61

2 Construction of Terrace floor 629712.92 628820.91 -892.01 6297.13

3 Providing Water Supply & Sanitary works 323610.50 323612.92 2.42 75299.55 320177.000

a) Total Civil Work (Total Floor Area= 204.18 Sq.m/2197.79Sq.ft) :- 9707155.82 9705896.06 #REF!

Sub-Estimate : B) Electrification Works 1647143.80

5 For Electrical, other Internal Wiring and Fixtures & Providing Power supply Installation of 63 KVA, TC as per HESCOM approval, & External installation 924395.66 924395.66 9150798.90 9149731.30

C) Other Related Works

1 Interiors and Furnitures (comprising of Double Cots, Wardrobes, Office Tables, Chairs, Teapoy, Sofa Set, Dining Table with 6 Chairs, etc) 0.00 0.00

TOTAL 0.00 0.00

b) Total Electrical works 1090786.88 1090786.88

6 DPR Preparation & Structural Designs (1%Civil Work +18% GST) 88853.46 88837.62 9346287.79 1494714.47 37.2 36.770

7 Hescom Deposit Charges, Contigencies, Miscelleneous/unforeseen items & rounding off 113203.83 114479.44 9149731.30 1646951.63 6.76 44.80

Asst. Executive Engineer, Executive Engineer,

PWD Sub-Division, Kittur PWD Division, Belagavi

Ground floor 2195.04 3520.788092

First floor 2195.04 0

Second floor 2195.04 0

Name of the Work: Construction of 1 No. of Judicial Officers Quarters at Kittur Belagavi District.

It.No. Description of items. Qty Unit Rate Amount

1 1.12 Earth work in surface excavation by mechanical means for lowering &leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technicalspecifications, including setting out, shoring, strutting,barricading,caution lights, removal of stumps and other deleterious matter includingdressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radiusof 50 m and lift upto 1.5 m including cost of labour, tools, usage ofmachinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth 108.00 Cum 95.00 10260.00

2 1.14.1 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 1050.72 Cum 102.00 107173.44

3 4.1 Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications. 360.00 Sqm 118.00 42480.00

4 1.23 Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications. 62.60 Cum 2682.00 167893.20

5 2.1.3 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 68.58 Cum 5918.00 405856.44

6 2.2.3 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 172.01 Cum 6227.00 1071106.27

7 Form Work for 2.2.3 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 172.01 Cum 498.16 85688.50

8 2.4.3 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 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. 13.61 Cum 6227.00 84749.47

9 Form work for 2.4.3 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 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 13.61 Cum 3113.50 42374.74

10 2.4.3 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 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregate 5.21 Cum 6227.00 32442.67

11 Form work for 2.4.3 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 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregate 5.21 Cum 4358.90 22709.87

12 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 9.19 Cum 6734.00 61885.46

13 Form work for 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 9.19 Cum 4713.80 43323.59

14 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 17.37 Cum 6734.00 116969.58

15 Form work for 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 17.37 Cum 4040.40 70181.75

16 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 32.64 Cum 6734.00 219797.76

17 Form work for 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 32.64 Cum 3367.00 109898.88

18 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.55 Cum 6734.00 17171.70

19 Form work for Staircase 2.55 Cum 3367.00 8585.85

20 5.1.1 Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand) 17.84 Cum 5585.00 99636.40

21 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 0.88 Cum 6734.00 5925.92

22 Form work 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 0.88 Cum 3030.30 2666.66

23 1.9 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. 315.22 Cum 266.00 83847.46

24 1.8 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 173.36 Cum 474.00 82174.54

25 2.11 Steel Fabrication 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. a. Buildings 20.634 t 80195.00 1654770.90

26 2.1.4 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 20 mm nominal size graded crushed coarse aggregates 2.00 Cum 6147.00 12294.00

27 6.8 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. 47.98 Cum 7948.00 381312.33

28 6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:4 (1 cement :4 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. 111.36 Sqm 1029.00 114589.44

29 11.34A Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding 891.45 Kgs 168.00 149763.60

30 Providing & fixing of 2.5 track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 94mm width x 45mm height with reinforcement of 1mm thickness and Sash with overall size of 39mm x 58mm with GI reinforcement of 1.5mm and mesh sash of size 25mm x 42mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 1819mm x 1819mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) 26.07 Sqm 6551.00 170784.57

31 8.3.1 Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary 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. 39.23 Sqm 351.00 13769.73

32 8.7 Providing 15 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall 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. 369.60 Sqm 362.00 133795.20

33 8.1.1 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry 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. 605.51 Sqm 253.00 153194.03

34 8.51 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. 755.19 Sqm 100.00 75519.00

35 9.21.2 Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 600x600 mm 166.58 Sqm 1238.00 206226.04

36 9.30 Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. 27.01 Sqm 5326.00 143855.26

37 9.11 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete. 18.91 Sqm 885.00 16735.35

38 9.38 Providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. 88.76 Sqm 1389.00 123287.64

39 8.39 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work 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. 755.19 Sqm 127.00 95909.13

40 8.30 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. 409.71 Sqm 174.00 71289.54

41 8.40 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work 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. 42.45 Sqm 115.00 4881.75

42 12.9 Providing Sal wood frames for false ceiling, partitions etc., main battens of size 50x12.5mm at 600 mm c/c and cross battons 38mmx50mm at 600mm c/c sawn and putup including cost of materials, labour complete as per specifications. 0.52 Cum 99253.00 51611.56

43 12.17 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. 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 ) 6.00 Sqm 7085.00 42510.00

44 12.57.6 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. 19.51 Sqm 3322.00 64812.22

45 11.25.2 Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.. 243.00 Sqm 136.00 33048.00

46 12.83.2 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer- in-charge 20.40 M 239.00 4875.60

47 12.53 Providing & fixing 30mm thick factory made rigid foam Panelled Door Shutters made from M.S. tube of 19 gauge thickness, size 19x19mm for stiles and 15x15mm for top & bottom rails, covered with heat moulded PVC C channel of 5mm thick sheet & 30 x 50mm wide to form stiles & 5mm thick & 75mm wide PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick 20mm wide PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet fitted in the M.S. Frame, Sealed to the stiles & rails with 5x30mm PVC sheet beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75 mm Aluminium hinges. 7.56 Sqm 1588.00 12005.28

48 8.45.2 Varnishing with varnish of approved brand and manufacture :Two coats glue sizing with spar varnish or an under coat of flatting varnish to give an even shade and produce a smooth dry and mat surface including preparing the surface after thorougly cleaning oil, grease, dirt and foreign mattersand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 45.00 Sqm 173.00 7785.00

49 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. 10.00 Nos 1015.00 10150.00

50 8.16 a Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixed with chicken mesh for drop chajja,facia, backing to cup boards including cost of all materials, labour, providing and removing form work usage charges, curing, complete as per specifications. 9.73 sqm 1229.00 11958.17

51 11.28 Providing and fixing 304 - grade stainless steel hand rails of 14-gauge pipes for Ramps or Staircase are made out of stainless steel hallow pipes, using 50mm dia for verticals @1.60 mtr c/c are fixed to the ramps or steps by drilling with bolts and 100mm dia MS base plates 10mm gauge for fixing of Vertical pipes 4 - Nos anchor bolts & 40mm dia pipes are fixed horizontally for 2-rows top, one pipes are fixed with vertical pipes another one are fixed with elbows and 25mm dia pipes are fixed horizontally for 2-rows below top measure @ equal intervals including cutting, welding, bending wherever necessary with suitable caps @ tops, bottoms & corners finishing with mat / shining etc., complete including cost and conveyance of all materials, labour for all items of work, HOM of equipment with all lead and lift, loading and unloading, transportation charges and all other incidental charges etc., complete as per specification and directions of the Engineer-in-charge of the work. Ramps or Staircase for physically challenged. 73.80 Kgs 565.00 41697.00

52 12.69.2 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc.125mm 56.00 Nos 243.00 13608.00

53 Providing and fixing Hold fasts for doors etc complete ( Material Components P.No -A25 I.No 444 ) 84.00 Nos 50.00 4200.00

54 12.73.1 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125mm 28.00 Nos 44.00 1232.00

55 12.60 Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. 28.00 Nos 1052.00 29456.00

56 12.63 Providing and fixing aluminium tower bolts, ISI marked, anodised (an- odic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete 14.00 Nos 130.00 1820.00

57 Providing and fixing Screws approved Nails and screws of sizes for structural glazing /ACP Cladding ( Material Components P.No - A28 I.No 548 ) 2.00 Kgs 67.00 134.00

58 18.1 Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved drawings of Chief Architect, GoK.The aluminium quality shall be as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account).The weight of aluminium extruded section shall be taken for purpose of payment. 25.20 Kgs 407.00 10256.40

59 18.5 Providing, fabricating and supplying shadow box of required size and shape, for fixing in the spandrel portion of the structural glazing, in linear as well as curvilinear portions of the building by providing semi -rigid, inorganic, non-combustible fibre glass wool insulation 50 mm thick, con forming to IS: 8183 and BS: 3958 Part 5. The insulation layer shall have facing (factory bonded on surface # 1 of the fibre glass insulation layer), of black non-woven fibre glass tissue of nominal thickness 0.5 mm and nominal mass not less than 60 g/m2,made of randomly oriented glass fibres distributed in a binder by a wet-lay process including fixing 1.5 mm thick solid aluminum sheet backing using, 6 mm thick cement board including SS rivets, nuts, bolts, washers etc complete. 4.20 sqm 1939.00 8143.80

60 9.36 Providing flooring with 25mm thick polished Cuddapah 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 9.16 sqm 1646.00 15073.25

61 10.1.2 Providing and fixing 18 mm thick gang saw cut granite of any color and shade, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch up, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Area of slab over 0.50 m2 4.85 sqm 3934.00 19087.77

TOTAL 6900241.69

Asst. Executive Engineer, Executive Engineer

PWD Sub-Division, Kittur PWD Division, Belagavi

Asst. Executive Engineer, Executive Engineer,

As Per E Proc 31245174.89

Name of the Work: Construction of 1 No. of Judicial Officers Quarters at Kittur Belagavi District.

MEASUREMENT SHEET (GROUND FLOOR)

It.No. Description of items. Qty. Unit

1 1.12 Earth work in surface excavation by mechanical means for lowering &leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technicalspecifications, including setting out, shoring, strutting,barricading,caution lights, removal of stumps and other deleterious matter includingdressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radiusof 50 m and lift upto 1.5 m including cost of labour, tools, usage ofmachinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth

2 1.14.1 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

Excavation For Column Footing

Excavation For Stone Masonry

3 4.1 Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications.

Anti-Termite Treatment 1 15.00 24.00 360.00

4 1.23 Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications.

Filling in Plinth Below Flooring

Toilet Near Living 1 2.40 1.65 0.10 = 0.40

Toilet for Bed Room 1 1 1.80 2.40 0.10 = 0.43

Toilet for Bed Room 2 1 3.00 1.65 0.10 = 0.50

Toilet for Bed Room 3 1 3.00 1.50 0.10 = 0.45

5 2.1.3 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

PCC For Column Footing

PCC Below Stone Masonry

Front Entrance Steps 1 1.50 0.75 0.075 = 0.08

PCC Below Plinth Beam

PCC For Flooring

Total up to date Quantity :- = 68.58 Cum

6 2.2.3 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

RCC For Column Footing

7 Form Work for 2.2.3 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

Formwork for RCC Column Footing

8 2.4.3 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 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.

RCC For Plinth Beam

9 Form work for 2.4.3 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 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

Form work for Plinth Beam

10 2.4.3 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 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregate 1.92

RCC For Column Footing to Plinth top

11 Form work for 2.4.3 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 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregate

Formwork for Column Footing to Plinth top

12 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.5

RCC For Column Plinth to Slab 2.45

TOTAL = 9.19 Cum

13 Form work for 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

Formwork For Column Plinth to Slab 2.45

14 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 26

RCC For Lintel 1923.076923

RCC For Slab Beam

TOTAL = 17.37 Cum

15 Form work for 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

Qty. Vide I.No. 14 = 17.37 Cum

16 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

DEDUCT STAIRCASE -1 4.395 2.250 0.150 = -1.48

Total Quantity :- = 32.64 Cum

17 Form work for 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

50% OF ABOVE ITEM = 32.64 Cum

18 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

RCC For Staircase

Total Quantity :- = 2.55 Cum

19 Form work for Staircase

50% OF ABOVE ITEM = 2.55 Cum

20 5.1.1 Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand)

Rubble Stone Msonry

Total Quantity = 17.84 Cum

21 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

22 Form work 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

45% OF ABOVE ITEM = 0.88 Cum

23 1.9 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.

Murrum Filling up to ground level

Quantity Vide as Per Item No 2 = 1050.72 Cum

Deductions #REF! 735.67

PCC for Column Footing Qty = 44.830

Boulder filling for Footing Qty = 62.600

RCC For Column Footing Qty = 172.010

Rubble Stone Masonry Quantity = 17.840

PCC for Flooring Qty = 17.770

RCC For Column up to Plinth Qty = 5.210 716.85 716.85

RCC For Plinth Beam Qty = 13.610

Total Qty to be refilled = 716.85 Cum

Excavated 30% Qty reused = 315.216 Cum 401.63 716.85

Total up to date Quantity :- = 315.216 Cum 401.634

24 1.8 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

Murrum Filling up to ground level

Murrum Filling from Ground Level to Plinth

PROJECTION AT C2, C3 1 2.03 1.545 0.60 = 1.88

PROJECTION AT C1,C2 1 5.055 1.885 0.60 = 5.72

Deductions #REF!

PCC for Column Footing Qty = 44.83

Boulder filling for Footing Qty = 62.60

RCC For Column Footing Qty = 172.01

PCC for Flooring Qty = 17.77

Rubble Stone Masonry Quantity = 17.84

RCC For Column up to Plinth Qty = 5.21 #REF! #REF!

RCC For Plinth Beam Qty = 13.61 488.58 488.58

Excavated 30% Qty reused = 315.22 Cum 173.36 488.58

Total Qty to be refilled = 173.36 Cum

Total up to date Quantity after deduction :- = 173.36 Cum 173.36 488.58

25 2.11 Steel Fabrication 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. a. Buildings 1175733.351 #REF!

RCC For Column Footing 44.83 50.00 Kgs Per Cum = 8545.74 8076.73 8.546 2 8 6.8 2.47 268.736

RCC For Lintel & Chajja 4.94 80.00 Kgs Per Cum = 975.97 975.97 0.976 11 4 6.8 1.58 472.736

SEPRATE SHEET ATTACHED = 20.634 Tonne 876.34

26 2.1.4 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 20 mm nominal size graded crushed coarse aggregates 8194.63 9.400455581

Coping for BBM 230 Thk

Coping for BBM Partition Wall

Total up to date Quantity :- = 2.00 Cum

27 6.8 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.

Total up to date Quantity after Ded :- = 47.98 Cum

28 6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:4 (1 cement :4 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.

BBM Partition Wall

Total up to date Quantity after Ded :- = 111.36 Sqm 1.1304

29 11.34A Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding

MS Grill For Window

utility wall grill 1 6.825 2.400 = 16.38 10.355

Say 21 Kg Per Sqm :- = 891.45 Kgs

Total up to date Quantity :- = 891.45 Kgs

30 Providing & fixing of 2.5 track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 94mm width x 45mm height with reinforcement of 1mm thickness and Sash with overall size of 39mm x 58mm with GI reinforcement of 1.5mm and mesh sash of size 25mm x 42mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 1819mm x 1819mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)

Window Shutters

31 8.3.1 Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary 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.

20mm thick cement plaster For Stone Masonry

Outside Perimeter 1 52.30 0.75 = 39.23 39.225

32 8.7 Providing 15 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall 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.

External Wall Plaster

wall projection 2 1 1.2 3.75 = 9.00

utility wall 2 1 6.825 1.315 = 17.95

Total up to date Quantity after Ded :- = 369.60 Sqm

33 8.1.1 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry 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.

Internal Wall Plaster

Toilet for Bed Room-1 1 2 4.20 3.45 = 28.98 2

Toilet for Bed Room-2 1 2 4.65 3.45 = 32.09 2

Toilet for Bed Room-3 1 2 4.50 3.45 = 31.05 2

Toilet Near Living room 1 2 4.05 3.45 = 27.95 2

Column Offset 4 2 0.30 3.45 = 8.28 8

Opening Near Living 0.5 1 2.50 2.50 = 3.13 0.5

Total up to date Quantity after Ded :- = 605.51 Sqm

34 8.51 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.

Toilet for Bed Room-1 1 1 1.800 2.40 = 4.32

Toilet for Bed Room-2 1 1 3.000 1.65 = 4.95

Toilet for Bed Room-3 1 1 3.000 1.50 = 4.50

Toilet Near Living room 1 1 3.115 1.65 = 5.14

Passage to kitchen 1 1 1.280 0.90 = 1.15

Front Balcony 1 1 11.910 1.50 = 17.87

Passage Near Staircase 1 1 1.350 7.48 = 10.09

Straight Staircase 2 1 10.150 1.50 = 30.45

Dog Legged staircase 2 1 10.120 1.05 = 21.25

Quantity vide as Per Item No 33 = 605.51

Deduction 843.95 Sqm

Dado Quantity ITEM NO 38 = 88.76

Total up to date Quantity after Deduction :- = 755.19 Sqm

35 9.21.2 Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 600x600 mm

Vitrified tiles Flooring

Passage to kitchen 1 1 1.280 0.900 = 1.15

Passage Near Staircase 1 1 1.350 7.475 = 10.09

Opening for living 1 1 0.900 0.230 = 0.21 18.670

Opening b/n Living & Dining 1 1 3.900 0.230 = 0.90 186.7

36 9.30 Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications.

Granite Flooring for Steps

Front Entrance Pail & Steps

Front Pail Landing 1 3.58 1.50 = 5.37

37 9.11 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete.

Ceramic tiles Flooring

Toilet for Bed Room-1 1 1.80 2.40 = 4.32

Toilet for Bed Room-2 1 3.00 1.65 = 4.95

Toilet for Bed Room-3 1 3.00 1.50 = 4.50

Toilet Near Living room 1 3.115 1.65 = 5.14

38 9.38 Providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications.

Glazed tiles Dado

Toilet for Bed Room-1 1 2 1.80 2.50 = 9.00

Toilet for Bed Room-2 1 2 3.00 2.50 = 15.00

Toilet for Bed Room-3 1 2 3.00 2.50 = 15.00

Toilet Near Living room 1 2 3.115 2.50 = 15.58

TOTAL 88.76 Sqm

39 8.39 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work 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.

Quantity vide as Per Item No 34 =

Total up to date Quantity :- = 755.19 Sqm

40 8.30 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.

Quantity vide as Per Item No 31 = 39.23

Quantity vide as Per Item No 32 = 369.60

Chajja Quantity = 0.88

Total up to date Quantity :- = 409.71 Sqm

41 8.40 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work 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.

Enamel Metal Paint

utility wall grill 1 6.825 2.400 = 16.38 10.355

42 12.9 Providing Sal wood frames for false ceiling, partitions etc., main battens of size 50x12.5mm at 600 mm c/c and cross battons 38mmx50mm at 600mm c/c sawn and putup including cost of materials, labour complete as per specifications.

43 12.17 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. 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 )

Total up to date Quantity :- = 6.00 Sqm

44 12.57.6 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification.

Total up to date Quantity :- = 19.51 Sqm

45 11.25.2 Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge..

Say 2.25 X 108 Kg Per Sqm :- = 243.00 Kgs

Total up to date Quantity :- = 243.00 Kgs

46 12.83.2 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer- in-charge

DV3 For Toilet 4 5.10 = 20.40

Total up to date Quantity :- = 20.40 Rmt

47 12.53 Providing & fixing 30mm thick factory made rigid foam Panelled Door Shutters made from M.S. tube of 19 gauge thickness, size 19x19mm for stiles and 15x15mm for top & bottom rails, covered with heat moulded PVC C channel of 5mm thick sheet & 30 x 50mm wide to form stiles & 5mm thick & 75mm wide PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick 20mm wide PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet fitted in the M.S. Frame, Sealed to the stiles & rails with 5x30mm PVC sheet beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75 mm Aluminium hinges.

DV3 For Toilet 4 0.90 2.10 = 7.56

Total up to date Quantity :- = 7.56 Sqm

48 8.45.2 Varnishing with varnish of approved brand and manufacture :Two coats glue sizing with spar varnish or an under coat of flatting varnish to give an even shade and produce a smooth dry and mat surface including preparing the surface after thorougly cleaning oil, grease, dirt and foreign mattersand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.

Priming & Painting for Wood Surface

Total up to date Quantity :- = 45.00 Sqm

49 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications.

Fixing Door Frame

Total up to date Quantity :- = 10.00 Nos

50 8.16 a Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixed with chicken mesh for drop chajja,facia, backing to cup boards including cost of all materials, labour, providing and removing form work usage charges, curing, complete as per specifications.

51 11.28 Providing and fixing 304 - grade stainless steel hand rails of 14-gauge pipes for Ramps or Staircase are made out of stainless steel hallow pipes, using 50mm dia for verticals @1.60 mtr c/c are fixed to the ramps or steps by drilling with bolts and 100mm dia MS base plates 10mm gauge for fixing of Vertical pipes 4 - Nos anchor bolts & 40mm dia pipes are fixed horizontally for 2-rows top, one pipes are fixed with vertical pipes another one are fixed with elbows and 25mm dia pipes are fixed horizontally for 2-rows below top measure @ equal intervals including cutting, welding, bending wherever necessary with suitable caps @ tops, bottoms & corners finishing with mat / shining etc., complete including cost and conveyance of all materials, labour for all items of work, HOM of equipment with all lead and lift, loading and unloading, transportation charges and all other incidental charges etc., complete as per specification and directions of the Engineer-in-charge of the work. Ramps or Staircase for physically challenged.

Stainless Steel Railing

Staircase 2 4.65 1.00 = 9.30

Front Pail 2 1.50 1.00 = 3.00

6.0KG/SQ.M = 73.80 KG

Providing and fixing following fixtures to doors and windows.

52 12.69.2 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc.125mm

53 Providing and fixing Hold fasts for doors etc complete ( Material Components P.No -A25 I.No 444 )

54 12.73.1 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125mm

55 12.60 Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete.

56 12.63 Providing and fixing aluminium tower bolts, ISI marked, anodised (an- odic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete

57 Providing and fixing Screws approved Nails and screws of sizes for structural glazing /ACP Cladding ( Material Components P.No - A28 I.No 548 )

58 18.1 Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved drawings of Chief Architect, GoK.The aluminium quality shall be as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account).The weight of aluminium extruded section shall be taken for purpose of payment.

aluminium extruded tubular

for structural glazing 1 1.05 4 = 4.20

6 kg per sqm 25.20 kg

59 18.5 Providing, fabricating and supplying shadow box of required size and shape, for fixing in the spandrel portion of the structural glazing, in linear as well as curvilinear portions of the building by providing semi -rigid, inorganic, non-combustible fibre glass wool insulation 50 mm thick, con forming to IS: 8183 and BS: 3958 Part 5. The insulation layer shall have facing (factory bonded on surface # 1 of the fibre glass insulation layer), of black non-woven fibre glass tissue of nominal thickness 0.5 mm and nominal mass not less than 60 g/m2,made of randomly oriented glass fibres distributed in a binder by a wet-lay process including fixing 1.5 mm thick solid aluminum sheet backing using, 6 mm thick cement board including SS rivets, nuts, bolts, washers etc complete.

structural glazing 1 1.05 4 = 4.20 sqm 2.25

60 9.36 Providing flooring with 25mm thick polished Cuddapah 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

For Kitchen 3.81

For Store Room 3.81

Horizontal 1 3 1.20 0.45 = 1.62

61 10.1.2 Providing and fixing 18 mm thick gang saw cut granite of any color and shade, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch up, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Area of slab over 0.50 m2

Kitchen Counter 1 3.81 0.60 = 2.29

Kitchen Counter Skirting 2 6.06 0.10 = 1.21

Asst. Executive Engineer Executive Engineer

PWD Sub-Division, Kittur PWD Division, Belagavi

Name of the Work: Construction of 1 No. of Judicial Officers Quarters at Kittur Belagavi District.

TERRACE FLOOR (PARAPET, WATER PROOFING AND HEAD ROOM)

It.No. Description of items. Qty Unit Rate Amount

1 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 3.68 Cum 6801.34 25028.93

2 Form work for Column 3.68 Cum 4760.94 17520.25

3 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 0.73 Cum 6801.34 4964.98

4 ADD FORMWORK FOR Lintel BEAM 0.73 Cum 4080.80 2978.99

5 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 0.050 Cum 6801.34 340.07

6 Form work for Chajja 0.05 Cum 3060.60 153.03

7 Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. 118.19 Sqm 137.36 16234.94

8 Providing & fixing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete as per design drawings (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required as per th direction of Engineer in charge. 0.63 mm thick with zinc coating not less than 275 g/ m² 21.36 Kgs 887.79 18963.02

9 2.11 Steel Fabrication 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. a. Buildings 0.73504 t 80996.95 59536.00 59127.77 -408.23

10 2.1.4 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 20 mm nominal size graded crushed coarse aggregates 1.0800 Cum 6208.47 6705.15 6767.23 62.08

11 6.8 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. 19.183 Cum 8027.48 153987.14

12 8.8 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry 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. 152.9925 Sqm 372.69 57018.77

13 8.1.1 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry 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. 68.7020 Sqm 255.53 17555.42

14 8.30 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. 152.9925 Sqm 175.74 26886.90

15 9.21.2 Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 600x600 mm 3.70 Sqm 1250.38 4626.41

16 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work 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. 68.7020 Sqm 128.27 8812.41

17 12.9 Providing Sal wood frames for false ceiling, partitions etc., main battens of size 50x12.5mm at 600 mm c/c and cross battons 38mmx50mm at 600mm c/c sawn and putup including cost of materials, labour complete as per specifications. 0.05525 Cum 100245.53 5538.57 5012.28 -526.29

18 12.15 Providing and fixing in position fully panelled Honne wood shutters forN 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 ) 2.250 Sqm 7518.44 16916.49

19 8.34.1 Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) 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. 5.625 Sqm 53.53 301.11

20 8.45.2 Varnishing with varnish of approved brand and manufacture :Two coats glue sizing with spar varnish or an under coat of flatting varnish to give an even shade and produce a smooth dry and mat surface including preparing the surface after thorougly cleaning oil, grease, dirt and foreign mattersand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 5.625 Sqm 174.73 982.86

21 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. 1.00 Nos 1025.15 1025.15

22 12.69.2 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc.125mm 6.00 Nos 245.43 1472.58

23 Providing and fixing Hold fasts M.S. for doors etc complete (Material Components P.No -A25 I.No 444 ) 6.00 Nos 50.00 300.00

24 12.73.1 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125mm 2.00 Nos 44.44 88.88

25 12.60 Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. 1.00 Nos 1062.52 1062.52

26 12.63 Providing and fixing aluminium tower bolts, ISI marked, anodised (an- odic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete 1.00 Nos 131.30 131.30

27 Providing and fixing Screws approved Nails and screws of sizes for structural glazing /ACP Cladding ( Material Components P.No - A28 I.No 548 ) 1.00 Kgs 67.00 67.00

28 15.1 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6kg per m2 to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge 218.76 Sqm 825.17 180514.09

Asst. Executive Engineer, Executive Engineer

PWD Sub-Division, Kittur PWD Division, Belagavi

Name of the Work: Construction of 1 No. of Judicial Officers Quarters at Kittur Belagavi District.

MEASUREMENT SHEET (PARAPET and HEAD ROOM)

Description of items. Qty. Unit

It.No. No. L. B. D

TERRACE FLOOR (PARAPET)

1 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

RCC For Column For Staircase Head room

RCC For Dummy Column

Total up to date Quantity :- = 3.68 Cum

2 Form work for Column

70% OF ABOVE ITEM = 3.68 Cum

3 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

RCC For lintel Beam

Total up to date Quantity :- 0.73 Cum

4 ADD FORMWORK FOR Lintel BEAM

60% OF ABOVE ITEM = 0.73 Cum

5 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

6 Form work for Chajja

45% OF ABOVE ITEM = 0.05 Cum

7 Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.

Rafters 60x40mm 5 3.080 = 15.40 Rmt.

Purlins 40x40mm 3 6.935 = 20.81 Rmt.

Total Qty. = 118.19 Kg

8 Providing & fixing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete as per design drawings (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required as per th direction of Engineer in charge. 0.63 mm thick with zinc coating not less than 275 g/ m²

9 2.11 Steel Fabrication 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. a. Buildings

RCC For Column from Slab top to Parapet Level and Head Rooms

LINTEL & CHAJJA = 113.58 113.58 0.11358

SEPARATE SHEET ENCLOSED :- = 0.735 Tone

10 2.1.4 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 20 mm nominal size graded crushed coarse aggregates

PCC For Parapet Wall

BBM 230 Thk for HEAD ROOM

Total up to date Quantity :- = 1.08 Cum

11 6.8 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.

BBM 230 Thk for Parapet Wall

BBM 230 Thk for HEAD ROOM

BBM 230 Thk for Parapet Wall

Total up to date :- = 19.18 Cum

12 8.8 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry 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.

External Wall Plaster For Parapet Wall

Parapet External side Side & Top

projection wall 2 8 0.60 1.00 = 9.60

Total up to date Quantity :- = 152.99 Sqm

13 8.1.1 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry 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.

Internal Wall Plaster

Parapet Internal Side & Top

14 8.30 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.

Quantity vide as Per Item No 8 = 152.99

Total up to date Quantity :- = 152.99 Sqm

15 9.21.2 Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 600x600 mm

Vitrified tiles Flooring

16 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work 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.

Quantity vide as Per Item No 9 = 68.70

Total up to date Quantity :- = 68.70 Sqm

17 12.9 Providing Sal wood frames for false ceiling, partitions etc., main battens of size 50x12.5mm at 600 mm c/c and cross battons 38mmx50mm at 600mm c/c sawn and putup including cost of materials, labour complete as per specifications.

18 12.15 Providing and fixing in position fully panelled Honne wood shutters forN 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 )

Total up to date Quantity :- = 2.25 Sqm

19 8.34.1 Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) 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.

Priming Coat For Wood Surface

Total up to date Quantity :- = 5.63 Sqm

20 8.45.2 Varnishing with varnish of approved brand and manufacture :Two coats glue sizing with spar varnish or an under coat of flatting varnish to give an even shade and produce a smooth dry and mat surface including preparing the surface after thorougly cleaning oil, grease, dirt and foreign mattersand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.

Painting for Wood Surface

Total up to date Quantity :- = 5.63 Sqm

21 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications.

Fixing Door Frame

Total up to date Quantity :- = 1.00 Nos

Providing and fixing following fixtures to doors and windows.

22 12.69.2 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc.125mm

23 Providing and fixing Hold fasts M.S. for doors etc complete (Material Components P.No -A25 I.No 444 )

24 12.73.1 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125mm

25 12.60 Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete.

26 12.63 Providing and fixing aluminium tower bolts, ISI marked, anodised (an- odic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete

27 Providing and fixing Screws approved Nails and screws of sizes for structural glazing /ACP Cladding ( Material Components P.No - A28 I.No 548 )

28 15.1 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6kg per m2 to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge

From C1 - C4 TO C17 - C19

DEDUCTIONS DUCT -1 1.650 0.719 = -1.19

Total up to date Quantity :- = 218.76 Sqm -1 4.395 2.250 0.150 = -1.48 217.6

Asst. Executive Engineer, Executive Engineer

PWD Sub-Division, Kittur PWD Division, Belagavi

Name of the Work: Construction of 1 No. of Judicial Officers Quarters at Kittur Belagavi District.

It.No. Description of items. Qty Unit Rate Amount

1 2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 8.83 #REF! #REF! #REF!

2 2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 14.46 #REF! #REF! #REF!

3 2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 30.52 #REF! #REF! #REF!

4 2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.34 #REF! #REF! #REF!

5 2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.34 #REF! #REF! #REF!

6 11.32 Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) 7482.406 #REF! #REF! #REF!

7 2.1.4 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 20 mm nominal size graded crushed coarse aggregates 2.12 #REF! #REF! #REF!

8 6.8 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. 54.41 #REF! #REF! #REF!

9 6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:4 (1 cement :4 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. 142.57 #REF! #REF! #REF!

10 11.34A Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding 732.33 #REF! #REF! #REF!

11 12.90 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) 34.87 #REF! #REF! #REF!

12 8.8 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry 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. 280.75 #REF! #REF! #REF!

13 8.1.1 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry 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. 671.90 #REF! #REF! #REF!

14 8.51 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. 763.35 #REF! #REF! #REF!

15 9.21.2 Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 600x600 mm 163.39 #REF! #REF! #REF!

16 9.30 Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. 18.98 #REF! #REF! #REF!

17 9.11 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete. 18.91 #REF! #REF! #REF!

18 9.38 Providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. 83.02 #REF! #REF! #REF!

19 8.63 Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: One coats on old work as per specifications and as per directions of Engineer in charge. 763.35 #REF! #REF! #REF!

20 8.29 Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 ltr/10 m²) over and including priming coat of exterior primer applied @ 2.20kg/10 m² 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. 283.09 #REF! #REF! #REF!

21 8.4 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work 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. 34.87 #REF! #REF! #REF!

22 12.12 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. 0.5063 #REF! #REF! #REF!

23 12.15 Providing and fixing in position fully panelled Honne 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 ) 22.50 #REF! #REF! #REF!

24 12.83.2 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer- in-charge 23.60 #REF! #REF! #REF!

25 12.53 Providing & fixing 30mm thick factory made rigid foam Panelled Door Shutters made from M.S. tube of 19 gauge thickness, size 19x19mm for stiles and 15x15mm for top & bottom rails, covered with heat moulded PVC C channel of 5mm thick sheet & 30 x 50mm wide to form stiles & 5mm thick & 75mm wide PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick 20mm wide PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet fitted in the M.S. Frame, Sealed to the stiles & rails with 5x30mm PVC sheet beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75 mm Aluminium hinges. 9.00 #REF! #REF! #REF!

26 8.45.2 Varnishing with varnish of approved brand and manufacture :Two coats glue sizing with spar varnish or an under coat of flatting varnish to give an even shade and produce a smooth dry and mat surface including preparing the surface after thorougly cleaning oil, grease, dirt and foreign mattersand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 45.00 #REF! #REF! #REF!

27 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. 9.00 #REF! #REF! #REF!

28 8.83 Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixing chicken mesh for drop chajja, facia, backing to cup boards including cost of all materials, labour, providing and removing form work HOM of machineries, curing, complete as per specifications. 9.73 #REF! #REF! #REF!

29 11.28 Providing and fixing 304 - grade stainless steel hand rails of 14-gauge pipes for Ramps or Staircase are made out of stainless steel hallow pipes, using 50mm dia for verticals @1.60 mtr c/c are fixed to the ramps or steps by drilling with bolts and 100mm dia MS base plates 10mm gauge for fixing of Vertical pipes 4 - Nos anchor bolts & 40mm dia pipes are fixed horizontally for 2-rows top, one pipes are fixed with vertical pipes another one are fixed with elbows and 25mm dia pipes are fixed horizontally for 2-rows below top measure @ equal intervals including cutting, welding, bending wherever necessary with suitable caps @ tops, bottoms & corners finishing with mat / shining etc., complete including cost and conveyance of all materials, labour for all items of work, HOM of equipment with all lead and lift, loading and unloading, transportation charges and all other incidental charges etc., complete as per specification and directions of the Engineer-in-charge of the work. Ramps or Staircase for physically challenged. 141.60 #REF! #REF! #REF!

30 12.69.20 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc.125mm 36.00 #REF! #REF! #REF!

31 Providing and fixing Hold fasts M.S. for doors etc complete ( Material Components P.No -A21 I.No 285 ) 54.00 #REF! #REF! #REF!

32 12.73.1 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125mm 18.00 #REF! #REF! #REF!

33 12.60 Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete 18.00 #REF! #REF! #REF!

34 12.63 Providing and fixing aluminium tower bolts, ISI marked, anodised (an- odic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete 18.00 #REF! #REF! #REF!

35 Providing and fixing Screws approved make SS Screws of sizes for structural glazing /ACP Cladding ( Material Components P.No - A28 I.No 548 ) 1000.00 #REF! #REF! #REF!

Asst. Executive Engineer, Executive Engineer,

PWD,SUB DIVISION , ATHANI PWD,DIVISION,CHIKODI

Name of the Work: Construction of 1 No. of Judicial Officers Quarters at Kittur Belagavi District.

MEASUREMENT SHEET (FIRST FLOOR)

It.No. Description of items. Qty. Unit Rate Total Amount

1 2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

RCC For Column Ground Floor slab to First Floor Slab

8.83 Cum #REF! #REF!

2 2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

PARALLEL TO C2-C3 LB2 1 1.800 0.23 0.15 = 0.06

PARALLEL TO C7-C9 LB1 1 4.765 0.23 0.23 = 0.25

PARALLEL TO C7-C9 LB2 1 1.500 0.23 0.15 = 0.05

RCC For Slab Beam

PARALLEL TO C2-C3 FB4 4 1.800 0.23 0.15 = 0.25

PARALLEL TO C3-C4 FB4 1 0.765 0.23 0.15 = 0.03

PARALLEL TO C7-C9 FB4 1 1.500 0.23 0.15 = 0.05

TOTAL = 14.46 Cum #REF! #REF!

3 2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

PROJECTION AT C2, C3 1 2.03 1.55 0.15 = 0.47

PROJECTION AT C3, C4 1 5.06 1.89 0.15 = 1.43

DEDUCT STAIRCASE 1 4.89 2.71 0.15 -1.99

Total Quantity :- = 30.52 Cum #REF! #REF!

4 2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

RCC For Staircase

Total Quantity :- = 2.34 Cum #REF! #REF!

5 2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

Above W3 , W3 (BACK Side) 1 4.20 0.60 0.1 = 0.25

2.34 Cum #REF! #REF!

6 11.32 Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately)

RCC For Column From GF ToFF Slab Top 8.83 170.00 Kgs Per Cum =

RCC For Lintel 5.06 80.00 Kgs Per Cum =

RCC For Slab Beam 9.41 120.00 Kgs Per Cum =

RCC For Staircase 2.34 120.00 Kgs Per Cum =

RCC For Slab 30.52 100.00 Kgs Per Cum =

RCC For Chajja 2.34 15.00 Kgs Per Sqm =

7482.41 Kgs #REF! #REF!

SEPARATE SHEET ATTACHED = 7.482 Tone

7 2.1.4 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 20 mm nominal size graded crushed coarse aggregates

PCC For Window Sill

From C10 (BED ROOM 3 & TOILET) 1 4.765 0.23 0.10 = 0.11

BEDROOM 1 FOR LOFT 1 0.600 0.23 0.10 = 0.01

AT STAIRCASE ENTRANCE 1 2.250 0.23 0.10 = 0.05

TOILET ADJANCENT TO OFFICE 1 1.650 0.23 0.10 = 0.04

Projected Walls 1 1.500 0.23 0.10 = 0.03

Projected Walls 9 0.600 0.23 0.10 = 0.12

Total up to date Quantity :- = 2.12 Cum #REF! #REF!

8 6.8 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.

From C10 (BED ROOM 3 & TOILET) 1 4.765 0.23 3.22 = 3.53

BEDROOM 1 FOR LOFT 1 0.600 0.23 2.50 = 0.35

AT STAIRCASE ENTRANCE 1 2.250 0.23 3.22 = 1.67

TOILET ADJANCENT TO OFFICE 1 1.650 0.23 3.22 = 1.22

Projected Walls 1 1.500 0.23 3.60 = 1.24

Projected Walls 9 0.600 0.23 3.60 = 4.47 extra BBM for corridor in first floor as compared to ground floor dimensions

O Near Dinning 1 2.50 0.23 2.50 = 1.44

O Near STAIRACSE 1 1.25 0.23 2.50 = 0.72

Total up to date Quantity after Ded :- = 54.41 Cum #REF! #REF!

9 6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:4 (1 cement :4 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.

BBM Partation Wall

TOILET, PUJA, STORE 3 1.80 3.30 = 17.82

IN B/W BEDROOM 1 TO TOILET, PUJA, STORE 1 3.98 3.22 = 12.82

IN B/W KIRTCHEN TO TOILET, PUJA, STORE 1 4.35 3.22 = 14.01

TOILET ADJANCENT TO OFFICE 1 3.12 3.22 = 10.03

IN B/W LIVING & OFFICE 1 7.10 3.22 = 22.86

BALCONY AT FRONT 1 5.95 1.20 = 7.14

BALCONY AT 1.350M WIDE 1 5.00 1.20 = 6.00

Total up to date Quantity after Ded :- = 142.57 Sqm #REF! #REF!

10 11.34A Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding

MS Grill For Window

21 Kg Per Sqm :- = 732.33 Kgs

Total up to date Quantity :- = 732.33 Kgs #REF! #REF!

11 12.90 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)

Window Shutters

34.87 Sqm #REF! #REF!

12 8.8 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry 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.

External Wall Plaster

PROJECTED WALLS AT GD 2 1 1.500 3.60 = 10.80

BALCONY AT FRONT 1 1 5.95 1.20 = 7.14

BALCONY AT 1.350M WIDE 1 1 5.00 1.20 = 6.00

Chajjas BOTH SIDE TOP & BOTTOM

Above W3 , W3 (BACK Side) 2 1 4.200 0.60 = 5.04

AT STAIRCASE 1 1 1.25 2.50 = 3.13

Total up to date Quantity after Ded :- = 280.75 Sqm #REF! #REF!

13 8.1.1 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry 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.

Internal Wall Plaster

STAIRCASE ROOM 1 2 5.88 3.60 = 42.30

Living Room 1 2 7.10 3.45 = 48.99

Toilet for OFFICE 1 2 3.12 3.45 = 21.49

Toilet for Bed Room-2 1 2 3.00 3.45 = 20.70

Toilet for Bed Room-3 1 2 3.00 3.45 = 20.70

Toilet for Bed Room-1 1 2 1.80 3.45 = 12.42

BALCONY AT FRONT 1 1 5.95 1.20 = 7.14

BALCONY AT 1.350M WIDE 1 1 5.00 1.20 = 6.00

Openning Near Living 1 1 1.00 2.50 = 2.50

Openning Near DINNING 1 1 2.50 2.50 = 6.25

Openning Near STAIRCASE 1 1 1.25 2.50 = 3.13

Total up to date Quantity after Ded :- = 671.90 Sqm #REF! #REF!

14 8.51 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.

Front Pail 1 5.95 1.50 = 8.93

Living Room 1 7.10 4.80 = 34.08

Toilet Near Living 1 3.12 1.65 = 5.14

Toilet for Bed Room 1 1 1.80 2.40 = 4.32

Toilet for Bed Room 2 1 3.00 1.65 = 4.95

Toilet for Bed Room 3 1 3.00 1.50 = 4.50

Quantity vide as Per Item No 15 = 671.90

Deduction 846.37 Sqm

Dado Quantity = 83.02

Total up to date Quantity after Deduction :- = 763.35 Sqm #REF! #REF!

15 9.21.2 Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 600x600 mm

Vitrified tiles Flooring

Living Room 1 7.10 4.80 = 34.08

Openning for living 1 1 1.00 0.23 = 0.23

Openning b/n Living & Dinning 1 1 2.50 0.23 = 0.57

Openning IN staircase 1 1 1.25 0.23 = 0.29

163.39 Sqm #REF! #REF!

16 9.30 Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications.

Granite Flooring for Steps

Skritting 2 5.500 0.15 = 1.65

Landing Staircase 1 2.250 1.05 = 2.36

18.98 Sqm #REF! #REF!

17 9.11 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete.

Ceramic tiles Flooring

Toilet for Bed Room-1 1 1.80 2.40 = 4.32

Toilet for Bed Room-2 1 3.00 1.65 = 4.95

Toilet for Bed Room-3 1 3.00 1.50 = 4.50

Toilet Near Living room 1 3.12 1.65 = 5.14

18.91 Sqm #REF! #REF!

18 9.38 Providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications.

Glazed tiles Dado

Toilet for Bed Room-1 2 1 1.80 2.50 = 9.00

Toilet for Bed Room-2 2 1 3.00 2.50 = 15.00

Toilet for Bed Room-3 2 1 3.00 2.50 = 15.00

Toilet Near Living room 2 1 3.12 2.50 = 15.58

83.02 Sqm #REF! #REF!

19 8.63 Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: One coats on old work as per specifications and as per directions of Engineer in charge.

Quantity vide as Per Item No 14 =

Total up to date Quantity :- = 763.35 Sqm #REF! #REF!

20 8.29 Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 ltr/10 m²) over and including priming coat of exterior primer applied @ 2.20kg/10 m² 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.

Quantity vide as Per Item No 12 = 280.75

Chajja Quantity = 2.34

Total up to date Quantity :- = 283.09 Sqm #REF! #REF!

21 8.4 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work 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.

Enamel Metal Paint

34.87 Sqm #REF! #REF!

22 12.12 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.

0.506 Cum #REF! #REF!

23 12.15 Providing and fixing in position fully panelled Honne 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 )

Total up to date Quantity :- = 22.50 Sqm #REF! #REF!

24 12.83.2 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer- in-charge

DV3 For Toilet 4 5.90 = 23.60

Total up to date Quantity :- = 23.60 Rmt #REF! #REF!

25 12.53 Providing & fixing 30mm thick factory made rigid foam Panelled Door Shutters made from M.S. tube of 19 gauge thickness, size 19x19mm for stiles and 15x15mm for top & bottom rails, covered with heat moulded PVC C channel of 5mm thick sheet & 30 x 50mm wide to form stiles & 5mm thick & 75mm wide PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick 20mm wide PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet fitted in the M.S. Frame, Sealed to the stiles & rails with 5x30mm PVC sheet beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75 mm Aluminium hinges.

DV3 For Toilet 4 0.90 2.50 = 9.00

Total up to date Quantity :- = 9.00 Sqm #REF! #REF!

26 8.45.2 Varnishing with varnish of approved brand and manufacture :Two coats glue sizing with spar varnish or an under coat of flatting varnish to give an even shade and produce a smooth dry and mat surface including preparing the surface after thorougly cleaning oil, grease, dirt and foreign mattersand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.

Priming & Painting for Wood Surface

Total up to date Quantity :- = 45.00 Sqm #REF! #REF!

27 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications.

Fixing Door Frame

Total up to date Quantity :- = 9.00 Nos #REF! #REF!

28 8.83 Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixing chicken mesh for drop chajja, facia, backing to cup boards including cost of all materials, labour, providing and removing form work HOM of machineries, curing, complete as per specifications.

9.73 Sqm #REF! #REF!

29 11.28 Providing and fixing 304 - grade stainless steel hand rails of 14-gauge pipes for Ramps or Staircase are made out of stainless steel hallow pipes, using 50mm dia for verticals @1.60 mtr c/c are fixed to the ramps or steps by drilling with bolts and 100mm dia MS base plates 10mm gauge for fixing of Vertical pipes 4 - Nos anchor bolts & 40mm dia pipes are fixed horizontally for 2-rows top, one pipes are fixed with vertical pipes another one are fixed with elbows and 25mm dia pipes are fixed horizontally for 2-rows below top measure @ equal intervals including cutting, welding, bending wherever necessary with suitable caps @ tops, bottoms & corners finishing with mat / shining etc., complete including cost and conveyance of all materials, labour for all items of work, HOM of equipment with all lead and lift, loading and unloading, transportation charges and all other incidental charges etc., complete as per specification and directions of the Engineer-in-charge of the work. Ramps or Staircase for physically challenged.

Stainless Steel Railing

BALCONY AT FRONT 1 8.95 1.00 = 8.95

BALCONY AT 1.350M WIDE 1 6.61 1.00 = 6.61

6.0KG/SQ.M = 141.60 KG #REF! #REF!

Providing and fixing following fixtures to doors and windows.

30 12.69.20 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc.125mm

36.00 Nos #REF! #REF!

31 Providing and fixing Hold fasts M.S. for doors etc complete ( Material Components P.No -A21 I.No 285 )

54.00 Nos #REF! #REF!

32 12.73.1 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125mm

18.00 Nos #REF! #REF!

33 12.60 Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete

18.00 Nos #REF! #REF!

34 12.63 Providing and fixing aluminium tower bolts, ISI marked, anodised (an- odic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete

18.00 Nos #REF! #REF!

35 Providing and fixing Screws approved make SS Screws of sizes for structural glazing /ACP Cladding ( Material Components P.No - A28 I.No 548 )

1000.00 Nos #REF! #REF!

Asst. Executive Engineer, Executive Engineer,

PWD,SUB DIVISION , ATHANI PWD,DIVISION,CHIKODI

Name of the Work: Construction of 1 No. of Judicial Officers Quarters at Kittur Belagavi District.

It.No. Description of items. Qty Unit Rate Amount

1 2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 8.83 #REF! #REF! #REF!

2 2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 14.46 #REF! #REF! #REF!

3 2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 30.52 #REF! #REF! #REF!

4 2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.34 #REF! #REF! #REF!

5 2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.34 #REF! #REF! #REF!

6 11.32 Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) 7482.41 #REF! #REF! #REF!

7 2.1.4 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 20 mm nominal size graded crushed coarse aggregates 2.12 #REF! #REF! #REF!

8 6.8 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. 54.411 #REF! #REF! #REF!

9 6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:4 (1 cement :4 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. 142.57 #REF! #REF! #REF!

10 11.34A Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding 732.33 #REF! #REF! #REF!

11 12.90 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) 34.87 #REF! #REF! #REF!

12 8.8 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry 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. 280.75 #REF! #REF! #REF!

13 8.1.1 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry 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. 671.90 #REF! #REF! #REF!

14 8.51 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. 763.35 #REF! #REF! #REF!

15 9.21.2 Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 600x600 mm 163.39 #REF! #REF! #REF!

16 9.30 Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. 18.98 #REF! #REF! #REF!

17 9.11 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete. 18.91 #REF! #REF! #REF!

18 9.38 Providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. 83.02 #REF! #REF! #REF!

19 8.63 Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: One coats on old work as per specifications and as per directions of Engineer in charge. 763.35 #REF! #REF! #REF!

20 8.29 Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 ltr/10 m²) over and including priming coat of exterior primer applied @ 2.20kg/10 m² 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. 283.09 #REF! #REF! #REF!

21 8.4 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work 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. 34.87 #REF! #REF! #REF!

22 12.12 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. 0.56 #REF! #REF! #REF!

23 12.15 Providing and fixing in position fully panelled Honne 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 ) 24.75 #REF! #REF! #REF!

24 12.83.2 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer- in-charge 23.6000 #REF! #REF! #REF!

25 12.53 Providing & fixing 30mm thick factory made rigid foam Panelled Door Shutters made from M.S. tube of 19 gauge thickness, size 19x19mm for stiles and 15x15mm for top & bottom rails, covered with heat moulded PVC C channel of 5mm thick sheet & 30 x 50mm wide to form stiles & 5mm thick & 75mm wide PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick 20mm wide PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet fitted in the M.S. Frame, Sealed to the stiles & rails with 5x30mm PVC sheet beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75 mm Aluminium hinges. 9.00 #REF! #REF! #REF!

26 8.45.2 Varnishing with varnish of approved brand and manufacture :Two coats glue sizing with spar varnish or an under coat of flatting varnish to give an even shade and produce a smooth dry and mat surface including preparing the surface after thorougly cleaning oil, grease, dirt and foreign mattersand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 49.50 #REF! #REF! #REF!

27 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. 10.00 #REF! #REF! #REF!

28 8.83 Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixing chicken mesh for drop chajja, facia, backing to cup boards including cost of all materials, labour, providing and removing form work HOM of machineries, curing, complete as per specifications. 9.73 #REF! #REF! #REF!

29 11.28 Providing and fixing 304 - grade stainless steel hand rails of 14-gauge pipes for Ramps or Staircase are made out of stainless steel hallow pipes, using 50mm dia for verticals @1.60 mtr c/c are fixed to the ramps or steps by drilling with bolts and 100mm dia MS base plates 10mm gauge for fixing of Vertical pipes 4 - Nos anchor bolts & 40mm dia pipes are fixed horizontally for 2-rows top, one pipes are fixed with vertical pipes another one are fixed with elbows and 25mm dia pipes are fixed horizontally for 2-rows below top measure @ equal intervals including cutting, welding, bending wherever necessary with suitable caps @ tops, bottoms & corners finishing with mat / shining etc., complete including cost and conveyance of all materials, labour for all items of work, HOM of equipment with all lead and lift, loading and unloading, transportation charges and all other incidental charges etc., complete as per specification and directions of the Engineer-in-charge of the work. Ramps or Staircase for physically challenged. 23.60 #REF! #REF! #REF!

30 12.69.20 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc.125mm 20.00 #REF! #REF! #REF!

31 Providing and fixing Hold fasts M.S. for doors etc complete ( Material Components P.No -A21 I.No 285 ) 60.00 #REF! #REF! #REF!

32 12.73.1 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125mm 20.00 #REF! #REF! #REF!

33 Providing and fixing Door Locks approved make and quality including cost and conveyence of all maerials with all lead and lift. etc complete ( Material Components P.No -XIII I.No 391 Code No : 0134 ) 20.00 #REF! #REF! #REF!

34 12.63 Providing and fixing aluminium tower bolts, ISI marked, anodised (an- odic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete 20.00 #REF! #REF! #REF!

35 Providing and fixing Screws approved make SS Screws of sizes for structural glazing /ACP Cladding ( Material Components P.No - A28 I.No 548 ) 1000.00 #REF! #REF! #REF!

Asst. Executive Engineer, Executive Engineer,

PWD,SUB DIVISION , ATHANI PWD,DIVISION,CHIKODI

Name of the Work: Construction of 1 No. of Judicial Officers Quarters at Kittur Belagavi District.

MEASUREMENT SHEET (SECONDFLOOR)

It.No. Description of items. Qty. Unit Rate Total Amount

1 2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

RCC For Column First Floor slab to Second Floor Slab

8.83 Cum #REF! #REF!

2 2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

PARALLEL TO C2-C3 LB2 1 1.800 0.23 0.15 = 0.06

PARALLEL TO C7-C9 LB1 1 4.765 0.23 0.23 = 0.25

PARALLEL TO C7-C9 LB2 1 1.500 0.23 0.15 = 0.05

RCC For Slab Beam

PARALLEL TO C2-C3 FB4 4 1.800 0.23 0.15 = 0.25

PARALLEL TO C3-C4 FB4 1 0.765 0.23 0.15 = 0.03

PARALLEL TO C7-C9 FB4 1 1.500 0.23 0.15 = 0.05

TOTAL = 14.46 Cum #REF! #REF!

3 2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

PROJECTION AT C2, C3 1 2.03 1.55 0.15 = 0.47

PROJECTION AT C3, C4 1 5.06 1.89 0.15 = 1.43

DEDUCT STAIRCASE 1 4.89 2.71 0.15 -1.99

Total Quantity :- = 30.52 Cum #REF! #REF!

4 2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

RCC For Staircase

Total Quantity :- = 2.34 Cum #REF! #REF!

5 2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

Above W3 , W3 (BACK Side) 1 4.20 0.60 0.1 = 0.25

2.34 Cum #REF! #REF!

6 11.32 Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately)

RCC For Column From GF ToFF Slab Top 8.83 170.00 Kgs Per Cum =

RCC For Lintel 5.06 80.00 Kgs Per Cum =

RCC For Slab Beam 9.41 110.00 Kgs Per Cum =

RCC For Staircase 2.34 100.00 Kgs Per Cum =

RCC For Slab 30.52 100.00 Kgs Per Cum =

RCC For Chajja 2.34 15.00 Kgs Per Sqm =

7482.41 Kgs #REF! #REF!

SEPARATE SHEET ATTACHED = 7.482 Tone

7 2.1.4 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 20 mm nominal size graded crushed coarse aggregates

PCC For Window Sill

From C10 (BED ROOM 3 & TOILET) 1 4.765 0.23 0.10 = 0.11

BEDROOM 1 FOR LOFT 1 0.600 0.23 0.10 = 0.01

AT STAIRCASE ENTRANCE 1 2.250 0.23 0.10 = 0.05

TOILET ADJANCENT TO OFFICE 1 1.650 0.23 0.10 = 0.04

Projected Walls 1 1.500 0.23 0.10 = 0.03

Projected Walls 9 0.600 0.23 0.10 = 0.12

Total up to date Quantity :- = 2.12 Cum #REF! #REF!

8 6.8 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.

From C10 (BED ROOM 3 & TOILET) 1 4.765 0.23 3.22 = 3.53

BEDROOM 1 FOR LOFT 1 0.600 0.23 2.50 = 0.35

AT STAIRCASE ENTRANCE 1 2.250 0.23 3.22 = 1.67

TOILET ADJANCENT TO OFFICE 1 1.650 0.23 3.22 = 1.22

Projected Walls 1 1.500 0.23 3.60 = 1.24

Projected Walls 9 0.600 0.23 3.60 = 4.47

O Near Dinning 1 2.50 0.23 2.50 = 1.44

O Near STAIRACSE 1 1.25 0.23 2.50 = 0.72

Total up to date Quantity after Ded :- = 54.41 Cum #REF! #REF!

9 6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:4 (1 cement :4 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.

BBM Partation Wall

TOILET, PUJA, STORE 3 1.80 3.30 = 17.82

IN B/W BEDROOM 1 TO TOILET, PUJA, STORE 1 3.98 3.22 = 12.82

IN B/W KIRTCHEN TO TOILET, PUJA, STORE 1 4.35 3.22 = 14.01

TOILET ADJANCENT TO OFFICE 1 3.12 3.22 = 10.03

IN B/W LIVING & OFFICE 1 7.10 3.22 = 22.86

BALCONY AT FRONT 1 5.95 1.20 = 7.14

BALCONY AT 1.350M WIDE 1 5.00 1.20 = 6.00

Total up to date Quantity after Ded :- = 142.57 Sqm #REF! #REF!

10 11.34A Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding

MS Grill For Window

21 Kg Per Sqm :- = 732.33 Kgs

Total up to date Quantity :- = 732.33 Kgs #REF! #REF!

11 12.90 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)

Window Shutters

34.87 Sqm #REF! #REF!

12 8.8 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry 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.

External Wall Plaster

PROJECTED WALLS AT GD 2 1 1.500 3.60 10.80

BALCONY AT FRONT 1 1 5.95 1.20 = 7.14

BALCONY AT 1.350M WIDE 1 1 5.00 1.20 = 6.00

Chajjas BOTH SIDE TOP & BOTTOM

Above W3 , W3 (BACK Side) 2 1 4.200 0.60 = 5.04

AT STAIRCASE 1 1 1.25 2.50 = 3.13

Total up to date Quantity after Ded :- = 280.75 Sqm #REF! #REF!

13 8.1.1 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry 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.

Internal Wall Plaster

STAIRCASE ROOM 1 2 5.88 3.60 = 42.30

Living Room 1 2 7.10 3.45 = 48.99

Toilet for OFFICE 1 2 3.12 3.45 = 21.49

Toilet for Bed Room-2 1 2 3.00 3.45 = 20.70

Toilet for Bed Room-3 1 2 3.00 3.45 = 20.70

Toilet for Bed Room-1 1 2 1.80 3.45 = 12.42

BALCONY AT FRONT 1 1 5.95 1.20 = 7.14

BALCONY AT 1.350M WIDE 1 1 5.00 1.20 = 6.00

Openning Near Living 1 1 1.00 2.50 = 2.50

Openning Near DINNING 1 1 2.50 2.50 = 6.25

Openning Near STAIRCASE 1 1 1.25 2.50 = 3.13

Total up to date Quantity after Ded :- = 671.90 Sqm #REF! #REF!

14 8.51 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.

Front Pail 1 5.95 1.50 = 8.93

Living Room 1 7.10 4.80 = 34.08

Toilet Near Living 1 3.12 1.65 = 5.14

Toilet for Bed Room 1 1 1.80 2.40 = 4.32

Toilet for Bed Room 2 1 3.00 1.65 = 4.95

Toilet for Bed Room 3 1 3.00 1.50 = 4.50

Quantity vide as Per Item No 15 = 671.90

Deduction 846.37 Sqm

Dado Quantity = 83.02

Total up to date Quantity after Deduction :- = 763.35 Sqm #REF! #REF!

15 9.21.2 Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 600x600 mm

Vitrified tiles Flooring

Living Room 1 7.10 4.80 = 34.08

Openning for living 1 1 1.00 0.23 = 0.23

Openning b/n Living & Dinning 1 1 2.50 0.23 = 0.57

Openning IN staircase 1 1 1.25 0.23 = 0.29

163.39 Sqm #REF! #REF!

16 9.30 Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications.

Granite Flooring for Steps

Skritting 2 5.500 0.15 = 1.65

Landing Staircase 1 2.250 1.05 = 2.36

18.98 Sqm #REF! #REF!

17 9.11 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete.

Ceramic tiles Flooring

Toilet for Bed Room-1 1 1.80 2.40 = 4.32

Toilet for Bed Room-2 1 3.00 1.65 = 4.95

Toilet for Bed Room-3 1 3.00 1.50 = 4.50

Toilet Near Living room 1 3.12 1.65 = 5.14

18.91 Sqm #REF! #REF!

18 9.38 Providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications.

Glazed tiles Dado

Toilet for Bed Room-1 2 1 1.80 2.50 = 9.00

Toilet for Bed Room-2 2 1 3.00 2.50 = 15.00

Toilet for Bed Room-3 2 1 3.00 2.50 = 15.00

Toilet Near Living room 2 1 3.12 2.50 = 15.58

83.02 Sqm #REF! #REF!

19 8.63 Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: One coats on old work as per specifications and as per directions of Engineer in charge.

Quantity vide as Per Item No 14 =

Total up to date Quantity :- = 763.35 Sqm #REF! #REF!

20 8.29 Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 ltr/10 m²) over and including priming coat of exterior primer applied @ 2.20kg/10 m² 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.

Quantity vide as Per Item No 12 = 280.75

Chajja Quantity = 2.34

Total up to date Quantity :- = 283.09 Sqm #REF! #REF!

21 8.4 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work 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.

Enamel Metal Paint

34.87 Sqm #REF! #REF!

22 12.12 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.

0.562 Cum #REF! #REF!

23 12.15 Providing and fixing in position fully panelled Honne 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 )

Total up to date Quantity :- = 24.75 Sqm #REF! #REF!

24 12.83.2 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer- in-charge

DV3 For Toilet 4 5.90 = 23.60

Total up to date Quantity :- = 23.60 Rmt #REF! #REF!

25 12.53 Providing & fixing 30mm thick factory made rigid foam Panelled Door Shutters made from M.S. tube of 19 gauge thickness, size 19x19mm for stiles and 15x15mm for top & bottom rails, covered with heat moulded PVC C channel of 5mm thick sheet & 30 x 50mm wide to form stiles & 5mm thick & 75mm wide PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick 20mm wide PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet fitted in the M.S. Frame, Sealed to the stiles & rails with 5x30mm PVC sheet beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75 mm Aluminium hinges.

DV3 For Toilet 4 0.90 2.50 = 9.00

Total up to date Quantity :- = 9.00 Sqm #REF! #REF!

26 8.45.2 Varnishing with varnish of approved brand and manufacture :Two coats glue sizing with spar varnish or an under coat of flatting varnish to give an even shade and produce a smooth dry and mat surface including preparing the surface after thorougly cleaning oil, grease, dirt and foreign mattersand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.

Priming & Painting for Wood Surface

Total up to date Quantity :- = 49.50 Sqm #REF! #REF!

27 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications.

Fixing Door Frame

DV3 (HEAD ROOM) 1 = 1.00

Total up to date Quantity :- = 10.00 Nos #REF! #REF!

28 8.83 Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixing chicken mesh for drop chajja, facia, backing to cup boards including cost of all materials, labour, providing and removing form work HOM of machineries, curing, complete as per specifications.

9.73 Sqm #REF! #REF!

29 11.28 Providing and fixing 304 - grade stainless steel hand rails of 14-gauge pipes for Ramps or Staircase are made out of stainless steel hallow pipes, using 50mm dia for verticals @1.60 mtr c/c are fixed to the ramps or steps by drilling with bolts and 100mm dia MS base plates 10mm gauge for fixing of Vertical pipes 4 - Nos anchor bolts & 40mm dia pipes are fixed horizontally for 2-rows top, one pipes are fixed with vertical pipes another one are fixed with elbows and 25mm dia pipes are fixed horizontally for 2-rows below top measure @ equal intervals including cutting, welding, bending wherever necessary with suitable caps @ tops, bottoms & corners finishing with mat / shining etc., complete including cost and conveyance of all materials, labour for all items of work, HOM of equipment with all lead and lift, loading and unloading, transportation charges and all other incidental charges etc., complete as per specification and directions of the Engineer-in-charge of the work. Ramps or Staircase for physically challenged.

Stainless Steel Railing

BALCONY AT FRONT 1 8.95 1.00 = 8.95

BALCONY AT 1.350M WIDE 1 6.61 1.00 = 6.61

6.0KG/SQ.M = 141.60 KG #REF! #REF!

Providing and fixing following fixtures to doors and windows.

30 12.69.20 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc.125mm

DV3 (HEAD ROOM) 2 1 = 2.00

20.00 Nos #REF! #REF!

31 Providing and fixing Hold fasts M.S. for doors etc complete ( Material Components P.No -A21 I.No 285 )

DV3 (HEAD ROOM) 6 1 = 6.00

60.00 Nos #REF! #REF!

32 12.73.1 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125mm

DV3 (HEAD ROOM) 2 1 = 2.00

20.00 Nos #REF! #REF!

33 Providing and fixing Door Locks approved make and quality including cost and conveyence of all maerials with all lead and lift. etc complete ( Material Components P.No -XIII I.No 391 Code No : 0134 )

DV3 (HEAD ROOM) 2 1 = 2.00

20.00 Nos #REF! #REF!

34 12.63 Providing and fixing aluminium tower bolts, ISI marked, anodised (an- odic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete

DV3 (HEAD ROOM) 2 1 = 2.00

20.00 Nos #REF! #REF!

35 Providing and fixing Screws approved make SS Screws of sizes for structural glazing /ACP Cladding ( Material Components P.No - A28 I.No 548 )

1000.00 Nos #REF! #REF!

Asst. Executive Engineer, Executive Engineer,

PWD,SUB DIVISION , ATHANI PWD,DIVISION,CHIKODI

Name of the Work: Construction of 1 No. of Judicial Officers Quarters at Kittur Belagavi District.

RATE ANALYSIS ( GROUND FLOOR , HEAD ROOM AND PARAPET & WATER SUPPLY AND SANITORY )

It.No. Description of items. Unit Volume Page No Item No Basic Rate S.R 2023-24 Add Lift charges Total - 1 Add for Formwork Area Weightage Rate For GF Total 10 + 13 Add for Formwork Area Weightage 5 % Rate For FF Add Lift charges Total 10 + 13 Add for Formwork Area Weightage 5 % Rate For SF Add Lift charges Total 10 + 13 Add for Formwork Area Weightage 5 % Rate For TF

% Amount % Amount % Amount % Amount

1 1.12 Earth work in surface excavation by mechanical means for lowering &leveling the ground for all works other than foundation in all kinds ofsoils & upto depth not exceeding 300mm as per drawing and technicalspecifications, including setting out, shoring, strutting,barricading,caution lights, removal of stumps and other deleterious matter includingdressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radiusof 50 m and lift upto 1.5 m including cost of labour, tools, usage ofmachinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth Cum 1 36 1.12 95.00 95.00 0.00 95.00

2 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 1 8 1.14.1 102.00 102.00 0.00 102.00

3 4.1 Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications. Sqm 2 5 4.1 118.00 118.00 0.00 118.00

4 1.23 Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications. Cum 1 11 1.23 2682.00 2682.00 0.00 2682.00 6725.16

5 2.1.3 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 Cum 1 15 2.1.3 5918.00 5918.00 0.00 5918.00

6 2.2.3 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 1 15 2.2.3 6227.00 6227.00 0.00 6227.00

7 Form Work for 2.2.3 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 1 15 2.2.3 6227.00 6227.00 8.00% 498.16 0.00 498.16

8 2.4.3 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 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 1 16 2.4.3 6227.00 6227.00 0.00 6227.00

9 Form work for 2.4.3 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 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 1 16 2.4.3 6227.00 6227.00 50.00% 3113.50 0.00 3113.50

10 2.4.3 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 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregate Cum 1 16 2.4.3 6227.00 6227.00 0.00 6227.00

11 Form work for 2.4.3 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 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregate Cum 1 16 2.4.3 6227.00 6227.00 70.00% 4358.90 0.00 4358.90

12 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 1 16 2.5.2 6734.00 6734.00 0.00 6734.00

13 Form work for 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 1 16 2.5.2 6734.00 6734.00 70.00% 4713.80 0.00 4713.80

14 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 1 16 2.5.2 6734.00 6734.00 0.00 6734.00

15 Form work for 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 1 16 2.5.2 6734.00 6734.00 60.00% 4040.40 0.00 4040.40

16 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 1 16 2.5.2 6734.00 6734.00 0.00 6734.00

17 Form work for 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 1 16 2.5.2 6734.00 6734.00 50.00% 3367.00 0.00 3367.00

18 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 1 16 2.5.2 6734.00 6734.00 0.00 6734.00

20 5.1.1 Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 2 9 5.1.1 5585.00 5585.00 0.00 5585.00

21 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 1 16 2.5.2 6734.00 6734.00 0.00 6734.00

22 Form work 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 1 16 2.5.2 6734.00 6734.00 45.00% 3030.30 0.00 3030.30

23 1.9 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. Cum 1 7 1.9 266.00 266.00 0.00 266.00

24 1.8 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 Cum 1 7 1.8 474.00 474.00 0.00 474.00

25 2.11 Steel Fabrication 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. a. Buildings t 1 18 2.11 80195.00 80195.00 0.00 80195.00

26 2.1.4 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 20 mm nominal size graded crushed coarse aggregates Cum 1 15 2.1.4 6147.00 6147.00 0.00 6147.00

27 6.8 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. Cum 2 14 6.8 7948.00 7948.00 0.00 7948.00

28 6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:4 (1 cement :4 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. Sqm 2 14 6.15 1029.00 1029.00 0.00 1029.00

29 11.34A Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding Kgs 2 86 11.34A 168.00 168.00 0.00 168.00

30 Providing & fixing of 2.5 track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 94mm width x 45mm height with reinforcement of 1mm thickness and Sash with overall size of 39mm x 58mm with GI reinforcement of 1.5mm and mesh sash of size 25mm x 42mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 1819mm x 1819mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) Sqm 2 110 12.89 6551.00 6551.00 0.00 6551.00

31 8.3.1 Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary 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. Sqm 2 41 8.3.1 351.00 351.00 0.00 351.00

32 8.7 Providing 15 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall 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. Sqm 2 42 8.7 362.00 362.00 0.00 362.00

33 8.1.1 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry 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. Sqm 2 41 8.1.1 253.00 253.00 0.00 253.00

34 8.51 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. Sqm 2 50 8.51 100.00 100.00 0.00 100.00

35 9.21.2 Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 600x600 mm Sqm 2 62 9.21.2 1238.00 1238.00 0.00 1238.00

36 9.30 Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. Sqm 2 64 9.30 5326.00 5326.00 0.00 5326.00

37 9.11 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete. Sqm 2 60 9.11 885.00 885.00 0.00 885.00

38 9.38 Providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. Sqm 2 65 9.38 1389.00 1389.00 0.00 1389.00

39 8.39 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work 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. Sqm 2 48 8.39 127.00 127.00 0.00 127.00

40 8.30 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. Sqm 2 46 8.30 174.00 174.00 0.00 174.00

41 8.40 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work 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. Sqm 2 48 8.40 115.00 115.00 0.00 115.00

42 12.9 Providing Sal wood frames for false ceiling, partitions etc., main battens of size 50x12.5mm at 600 mm c/c and cross battons 38mmx50mm at 600mm c/c sawn and putup including cost of materials, labour complete as per specifications. Cum 2 99 12.9 99253.00 99253.00 0.00 99253.00

43 12.17 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. 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 ) Sqm 2 100 12.17 7085.00 7085.00 0.00 7085.00

44 12.57.6 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. Sqm 2 105 12.57.6 3322.00 3322.00 0.00 3322.00

45 11.25.2 Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.. Sqm 2 84 11.25.2 136.00 136.00 0.00 136.00

46 12.83.2 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer- in-charge M 2 108 12.83.2 239.00 239.00 0.00 239.00

47 12.53 Providing & fixing 30mm thick factory made rigid foam Panelled Door Shutters made from M.S. tube of 19 gauge thickness, size 19x19mm for stiles and 15x15mm for top & bottom rails, covered with heat moulded PVC C channel of 5mm thick sheet & 30 x 50mm wide to form stiles & 5mm thick & 75mm wide PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick 20mm wide PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet fitted in the M.S. Frame, Sealed to the stiles & rails with 5x30mm PVC sheet beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75 mm Aluminium hinges. Sqm 2 104 12.53 1588.00 1588.00 0.00 1588.00

48 8.45.2 Varnishing with varnish of approved brand and manufacture :Two coats glue sizing with spar varnish or an under coat of flatting varnish to give an even shade and produce a smooth dry and mat surface including preparing the surface after thorougly cleaning oil, grease, dirt and foreign mattersand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 2 49 8.45.2 173.00 173.00 0.00 173.00

49 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. Nos 2 104 12.51 1015.00 1015.00 0.00 1015.00

50 8.16 a Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixed with chicken mesh for drop chajja,facia, backing to cup boards including cost of all materials, labour, providing and removing form work usage charges, curing, complete as per specifications. sqm 2 43 8.16a 1229.00 1229.00 0.00 1229.00

51 11.28 Providing and fixing 304 - grade stainless steel hand rails of 14-gauge pipes for Ramps or Staircase are made out of stainless steel hallow pipes, using 50mm dia for verticals @1.60 mtr c/c are fixed to the ramps or steps by drilling with bolts and 100mm dia MS base plates 10mm gauge for fixing of Vertical pipes 4 - Nos anchor bolts & 40mm dia pipes are fixed horizontally for 2-rows top, one pipes are fixed with vertical pipes another one are fixed with elbows and 25mm dia pipes are fixed horizontally for 2-rows below top measure @ equal intervals including cutting, welding, bending wherever necessary with suitable caps @ tops, bottoms & corners finishing with mat / shining etc., complete including cost and conveyance of all materials, labour for all items of work, HOM of equipment with all lead and lift, loading and unloading, transportation charges and all other incidental charges etc., complete as per specification and directions of the Engineer-in-charge of the work. Ramps or Staircase for physically challenged. Kgs 2 83 11.28 565.00 565.00 0.00 565.00

52 12.69.2 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc.125mm Nos 2 108 12.69.2 243.00 243.00 0.00 243.00

53 Providing and fixing Hold fasts for doors etc complete ( Material Components P.No -A25 I.No 444 ) Nos 2 A-25 444 50.00 50.00 0.00 50.00

54 12.73.1 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125mm Nos 2 107 12.73.1 44.00 44.00 0.00 44.00

55 12.60 Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. Nos 2 105 12.60 1052.00 1052.00 0.00 1052.00

56 12.63 Providing and fixing aluminium tower bolts, ISI marked, anodised (an- odic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete Nos 2 105 12.63 130.00 130.00 0.00 130.00

57 Providing and fixing Screws approved Nails and screws of sizes for structural glazing /ACP Cladding ( Material Components P.No - A28 I.No 548 ) Kgs 2 A-28 548 67.00 67.00 0.00 67.00

58 18.1 Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved drawings of Chief Architect, GoK.The aluminium quality shall be as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account).The weight of aluminium extruded section shall be taken for purpose of payment. Kgs 2 180 18.1 407.00 407.00 0.00 407.00

59 18.5 Providing, fabricating and supplying shadow box of required size and shape, for fixing in the spandrel portion of the structural glazing, in linear as well as curvilinear portions of the building by providing semi -rigid, inorganic, non-combustible fibre glass wool insulation 50 mm thick, con forming to IS: 8183 and BS: 3958 Part 5. The insulation layer shall have facing (factory bonded on surface # 1 of the fibre glass insulation layer), of black non-woven fibre glass tissue of nominal thickness 0.5 mm and nominal mass not less than 60 g/m2,made of randomly oriented glass fibres distributed in a binder by a wet-lay process including fixing 1.5 mm thick solid aluminum sheet backing using, 6 mm thick cement board including SS rivets, nuts, bolts, washers etc complete. sqm 2 183 18.5 1939.00 1939.00 0.00 1939.00

60 9.36 Providing flooring with 25mm thick polished Cuddapah 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 sqm 2 64 9.36 1646.00 1646.00 0.00 1646.00

61 10.1.2 Providing and fixing 18 mm thick gang saw cut granite of any color and shade, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch up, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Area of slab over 0.50 m2 sqm 2 69 10.1.2 3934.00 3934.00 0.00 3934.00

FIRST FLOOR (HEAD ROOM & PARAPET WALL) 1% HRF HRF

1 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 1 16 2.5.2 6734.00 67.34 6801.34 0.00 6801.34 1 1.00 68.01 6869.35 10.00% 686.94 377.81 7934.11

3 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 1 16 2.5.2 6734.00 67.34 6801.34 0.00 6801.34 2

5 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 1 16 2.5.2 6734.00 67.34 6801.34 0.00 6801.34 3

7 Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Sqm 2 82 11.16.1 136.00 1.36 137.36 0.00 137.36 4.00

8 Providing & fixing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete as per design drawings (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required as per th direction of Engineer in charge. 0.63 mm thick with zinc coating not less than 275 g/ m² Kgs 2 21 7.1.1 879.00 8.79 887.79 0.00 887.79 5.00

9 2.11 Steel Fabrication 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. a. Buildings t 1 18 2.11 80195.00 801.95 80996.95 0.00 80996.95 6.00 2.00 809.97 81806.92 4090.35 85897.27

10 2.1.4 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 20 mm nominal size graded crushed coarse aggregates Cum 1 15 2.1.4 6147.00 61.47 6208.47 0.00 6208.47 7.00 3.00 62.08 6270.55 313.53 6584.08

11 6.8 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. Cum 2 14 6.8 7948.00 79.48 8027.48 0.00 8027.48 8.00 4.00 80.27 8107.75 405.39 8513.14

12 8.8 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry 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. Sqm 2 42 8.8 369.00 3.69 372.69 0.00 372.69 9.00 5.00 3.73 376.42 18.82 395.24

13 8.1.1 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry 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. Sqm 2 41 8.1.1 253.00 2.53 255.53 0.00 255.53 10.00 6.00 2.56 258.09 12.90 270.99

14 8.30 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. Sqm 2 46 8.30 174.00 1.74 175.74 0.00 175.74 11 7.00 1.76 177.50 8.87 186.37

15 9.21.2 Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 600x600 mm Sqm 2 62 9.21.2 1238.00 12.38 1250.38 0.00 1250.38 12

16 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work 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. Sqm 2 48 8.39 127.00 1.27 128.27 0.00 128.27 13

17 12.9 Providing Sal wood frames for false ceiling, partitions etc., main battens of size 50x12.5mm at 600 mm c/c and cross battons 38mmx50mm at 600mm c/c sawn and putup including cost of materials, labour complete as per specifications. Cum 2 99 12.9 99253.00 992.53 100245.53 0.00 100245.53 14

18 12.15 Providing and fixing in position fully panelled Honne wood shutters forN 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 ) Sqm 2 100 12.15 7444.00 74.44 7518.44 0.00 7518.44 15

19 8.34.1 Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) 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. Sqm 2 46 8.34.1 53.00 0.53 53.53 0.00 53.53 16

20 8.45.2 Varnishing with varnish of approved brand and manufacture :Two coats glue sizing with spar varnish or an under coat of flatting varnish to give an even shade and produce a smooth dry and mat surface including preparing the surface after thorougly cleaning oil, grease, dirt and foreign mattersand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 2 49 8.45.2 173.00 1.73 174.73 0.00 174.73 17

21 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. Nos 2 105 12.51 1015.00 10.15 1025.15 0.00 1025.15 18

22 12.69.2 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc.125mm Nos 2 108 12.69.2 243.00 2.43 245.43 0.00 245.43 19

23 Providing and fixing Hold fasts M.S. for doors etc complete (Material Components P.No -A25 I.No 444 ) Nos 2 A-25 444 50.00 0.00 50.00 0.00 50.00 20

24 12.73.1 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125mm Nos 2 107 12.73.1 44.00 0.44 44.44 0.00 44.44 21

25 12.60 Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. Nos 2 105 12.60 1052.00 10.52 1062.52 0.00 1062.52 22

26 12.63 Providing and fixing aluminium tower bolts, ISI marked, anodised (an- odic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete Nos 2 105 12.63 130.00 1.30 131.30 0.00 131.30 23

27 Providing and fixing Screws approved Nails and screws of sizes for structural glazing /ACP Cladding ( Material Components P.No - A28 I.No 548 ) Kgs 2 A-28 548 67.00 0.00 67.00 0.00 67.00 24

28 15.1 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6kg per m2 to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge Sqm 2 133 15.1 817.00 8.17 825.17 0.00 825.17 25.00 9.00 8.25 833.42 41.67 875.09

Asst. Executive Engineer, Executive Engineer

PWD Sub-Division, Kittur PWD Division, Belagavi

Name of the Work: Construction of 1 No. of Judicial Officers Quarters at Kittur Belagavi District.

WATER SUPPLY SANITARY

It.No. Description of items. Qty Unit Rate Amount

1 652 PVC pipe - OD 25mm and 10 Kg/sqcm m (VOL -5 , PAGE NO-A-44). 95.00 M 23.00 2185.00

2 654 PVC pipe - OD 32mm and 10 Kg/sqcm m (VOL -5 , PAGE NO-A-44). 100.00 M 33.00 3300.00

3 2.82 Supply of PPR Double Union Ball Valve confirming to IS 15801-2008 and DIN Standards 8077/8092

2.82.1 PPR Double Union Ball Valve 20mm 2.00 NOS 789.00 1578.00

2.82.2 PPR Double Union Ball Valve 25mm 5.00 NOS 1076.00 5380.00

2.82.3 PPR Double Union Ball Valve 32mm 5.00 NOS 1784.00 8920.00

4 2.78 Supply of PPR Male Threaded Elbow confirming to IS 15801-2008 and DIN Standards 8077/8092.

2.78.2 PPR Male Threaded Elbow 20X1/2mm 25.00 NOS 82.00 2050.00

2.78.3 PPR Male Threaded Elbow 25X1/2mm 25.00 NOS 98.00 2450.00

2.78.5 PPR Male Threaded Elbow 32X1/2mm 25.00 NOS 130.00 3250.00

5 2.77 Supply of PPR Female Threaded Elbow confirming to IS 15801-2008 and DIN Standards 8077/8092

2.77.2 PPR Female Threaded Elbow 20X1/2mm 25.00 NOS 56.00 1400.00

2.77.3 PPR Female Threaded Elbow 25X1/2mm 25.00 NOS 70.00 1750.00

2.77.5 PPR Female Threaded Elbow 32X1/2mm 25.00 NOS 112.00 2800.00

6 2.76 Supply of PPR Male Threaded TEE confirming to IS 15801-2008 and DIN Standards 8077/8092.

2.76.2 PPR Male Threaded TEE 20X1/2mm 20.00 NOS 92.00 1840.00

2.76.3 PPR Male Threaded TEE 25X1/2mm 20.00 NOS 102.00 2040.00

2.76.5 PPR Male Threaded TEE 32X1/2mm 20.00 NOS 149.00 2980.00

7 2.75 Supply of PPR Female Threaded TEE confirming to IS 15801-2008 and DIN Standards 8077/8092

2.75.2 PPR Female Threaded TEE 20X1/2mm 20.00 NOS 60.00 1200.00

2.75.3 PPR Female Threaded TEE 25X1/2mm 20.00 NOS 74.00 1480.00

2.75.5 PPR Female Threaded TEE 32X1/2mm 20.00 NOS 119.00 2380.00

8 13.34 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 2000.00 L 9.00 18000.00

9 13.6.1.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 25 mm nominal bore-Horizontal 3.00 Nos 1361.00 4083.00

10 13.3.2 Providing and fixing brass stop cock of approved quality : 20 mm nominal bore 6.00 Nos 305.00 1830.00

11 13.6.2.2Providing and fixing gun metal non- return valve of approved quality (screwed end) :32 mm nominal bore 3.00 Nos 925.00 2775.00

12 1.6.1 Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work.In all kinds of soils. Depth upto 1.50m 64.13 Cum 484.00 31036.50

13 633 Poly Propylene Random Co-polymer (PPR) pipe with fitting SDR 7.4 -50 mm Outer dia (VOL -5 , PAGE NO-A-43). 15.00 Mtr 381.00 5715.00

14 14.3.1 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid 4 Nos 5977.00 23908.00

15 14.7.3 White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps 5 Nos 2866.00 14330.00

16 14.31Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 4 Nos 1220.00 4880.00

17 14.40.2 600 mm long towel rail with total length of 645 mm, 78 mm wide and effective height of 88 mm, weighing not less than 190 g. 4 Nos 496.00 1984.00

18 13.46 Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors: 100 mm inlet and 75mm outlet, hubless centrifugally cast (spun) iron epoxy coated inside and outside IS: 15905 (REFER 1st Corrigendum and Addendum order - 21-04-2022) 6.00 each 475.00 2850.00

19 9.3.4 .Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 6.0 HDPE Grade PE80-PN10.0,110mm dia 100.00 M 650.00 65000.00

20 16.8 Constructing brick masonry chamber of internal dimension 600x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover 6.00 Nos 4791.00 28746.00

21 16.1 Constructing brick masonry chamber of internal dimension 450x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover.. 6.00 Nos 4236.00 25416.00

22 13.32.2. Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 20 mm nominal dia pipes 50.00 M 379.00 18950.00

23 647 PVC pipe - OD 110mm and 6 Kg/sqcm (VOL -5 , PAGE NO-A-44). 25.00 M 255.00 6375.00

24 680 PVC pipes of 8 Kg/cm2 for 75mm(0.917)m (VOL -5 , PAGE NO-A-45). 35.00 M 142.00 4970.00

25 M100 Supply and delivery at site special moulded variety PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments

10.9.6 - 75 mm dia PVC Elbows 25.00 EACH 192.00 4800.00

10.9.8 - 110 mm dia PVC Elbows 20.00 EACH 302.00 6040.00

26 14.10.1.3 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : Kitchen sink with drain board 510x1040 mm bowl depth 200 mm 1.00 EACH 4939.00 4939.00

Asst. Executive Engineer, Executive Engineer

PWD Sub-Division, Kittur PWD Division, Belagavi

Name of the Work: Construction of 1 No. of Judicial Officers Quarters at Kittur Belagavi District.

MEASUREMENT SHEET (Plumbing and Sanitary Works)

It.No. Description of items. Qty. Unit Rate Total Amount

WATER SUPPLY SANITARY

1 652 PVC pipe - OD 25mm and 10 Kg/sqcm m (VOL -5 , PAGE NO-A-44).

Ground Floor 1 95.00 95.00 310

2 654 PVC pipe - OD 32mm and 10 Kg/sqcm m (VOL -5 , PAGE NO-A-44).

Ground Floor 1 100.00 100.00 310

3 2.82 Supply of PPR Double Union Ball Valve confirming to IS 15801-2008 and DIN Standards 8077/8092

2.82.1 PPR Double Union Ball Valve 20mm 2 2.00 NOS 789.00 1578.00 40

2.82.2 PPR Double Union Ball Valve 25mm 5 5.00 NOS 1076.00 5380.00 120

2.82.3 PPR Double Union Ball Valve 32mm 5 5.00 NOS 1784.00 8920.00

4 2.78 Supply of PPR Male Threaded Elbow confirming to IS 15801-2008 and DIN Standards 8077/8092.

2.78.2 PPR Male Threaded Elbow 20X1/2mm 25 25.00 NOS 82.00 2050.00

2.78.3 PPR Male Threaded Elbow 25X1/2mm 25 25.00 NOS 98.00 2450.00

2.78.5 PPR Male Threaded Elbow 32X1/2mm 25 25.00 NOS 130.00 3250.00

5 2.77 Supply of PPR Female Threaded Elbow confirming to IS 15801-2008 and DIN Standards 8077/8092

2.77.2 PPR Female Threaded Elbow 20X1/2mm 25 25.00 NOS 56.00 1400.00

2.77.3 PPR Female Threaded Elbow 25X1/2mm 25 25.00 NOS 70.00 1750.00

2.77.5 PPR Female Threaded Elbow 32X1/2mm 25 25.00 NOS 112.00 2800.00

6 2.76 Supply of PPR Male Threaded TEE confirming to IS 15801-2008 and DIN Standards 8077/8092.

2.76.2 PPR Male Threaded TEE 20X1/2mm 20 20.00 NOS 92.00 1840.00

2.76.3 PPR Male Threaded TEE 25X1/2mm 20 20.00 NOS 102.00 2040.00

2.76.5 PPR Male Threaded TEE 32X1/2mm 20 20.00 NOS 149.00 2980.00

7 2.75 Supply of PPR Female Threaded TEE confirming to IS 15801-2008 and DIN Standards 8077/8092

2.75.2 PPR Female Threaded TEE 20X1/2mm 20 20.00 NOS 60.00 1200.00

2.75.3 PPR Female Threaded TEE 25X1/2mm 20 20.00 NOS 74.00 1480.00

2.75.5 PPR Female Threaded TEE 32X1/2mm 20 20.00 NOS 119.00 2380.00

8 13.34 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.

Ground Floor 1 2000.00 2000.00

9 13.6.1.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 25 mm nominal bore-Horizontal

10 13.3.2 Providing and fixing brass stop cock of approved quality : 20 mm nominal bore

Ground Floor 6 6.00

11 13.6.2.2Providing and fixing gun metal non- return valve of approved quality (screwed end) :32 mm nominal bore

12 1.6.1 Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work.In all kinds of soils. Depth upto 1.50m

Drainage line 90.00 0.45 0.75 30.38 166

Rain water drain line 100.00 0.45 0.75 33.75 127

13 633 Poly Propylene Random Co-polymer (PPR) pipe with fitting SDR 7.4 -50 mm Outer dia (VOL -5 , PAGE NO-A-43).

Ground Floor 1 15.00 15.00

14 14.3.1 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid

Ground Floor 4 4

15 14.7.3 White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps

Ground Floor 5 5

16 14.31Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.

Ground Floor 4 4

17 14.40.2 600 mm long towel rail with total length of 645 mm, 78 mm wide and effective height of 88 mm, weighing not less than 190 g.

Ground Floor 4 4

18 13.46 Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors: 100 mm inlet and 75mm outlet, hubless centrifugally cast (spun) iron epoxy coated inside and outside IS: 15905 (REFER 1st Corrigendum and Addendum order - 21-04-2022)

Ground Floor 6 6

19 9.3.4 .Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 6.0 HDPE Grade PE80-PN10.0,110mm dia

Ground Floor 1 100.00 100.00

20 16.8 Constructing brick masonry chamber of internal dimension 600x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover

21 16.1 Constructing brick masonry chamber of internal dimension 450x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover..

22 13.32.2. Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 20 mm nominal dia pipes

Ground Floor 1 50 50.00

23 647 PVC pipe - OD 110mm and 6 Kg/sqcm (VOL -5 , PAGE NO-A-44).

Ground Floor 1 25 25

24 680 PVC pipes of 8 Kg/cm2 for 75mm(0.917)m (VOL -5 , PAGE NO-A-45).

Ground Floor 1 35 35.00

25 10.9 Supply and delivery at site special moulded variety PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments

26 14.10.1.3 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : Kitchen sink with drain board 510x1040 mm bowl depth 200 mm

Kitchen Sink 1 1 1.00

TOTAL 318671.50

Asst. Executive Engineer, Executive Engineer Executive Engineer

PWD Sub-Division, Kittur PWD Division, Belagavi PWD Division, Belagavi

Name of the Work: Construction of 1 No. of Judicial Officers Quarters at Kittur Belagavi District.

RATE ANALYSIS (WATER SUPPLY AND SANITORY )

It.No. Description of items. Unit Vol. Page No Item No Basic Rate S.R 2023-24 Lifting charges Rate For GF Area Weightage Total 10 + 13 SHUTTERING Area Weightage 3% Rate For FF Add Lift charges Total 10 + 13 SHUTTERING Area Weightage 6 % Rate For SF

WATER SUPPLY AND SANITORY

1 652 PVC pipe - OD 25mm and 10 Kg/sqcm m (VOL -5 , PAGE NO-A-44). M 5 34 1176 23.00 0.00 23.00

2 654 PVC pipe - OD 32mm and 10 Kg/sqcm m (VOL -5 , PAGE NO-A-44). M 5 34 1178 33.00 0.00 33.00

3 2.82 Supply of PPR Double Union Ball Valve confirming to IS 15801-2008 and DIN Standards 8077/8092

2.82.1 PPR Double Union Ball Valve 20mm NOS 5 41 2.82.1 789.00 0.00 789.00

2.82.2 PPR Double Union Ball Valve 25mm NOS 5 41 2.82.2 1076.00 0.00 1076.00

2.82.3 PPR Double Union Ball Valve 32mm NOS 5 41 2.82.3 1784.00 0.00 1784.00

4 2.78 Supply of PPR Male Threaded Elbow confirming to IS 15801-2008 and DIN Standards 8077/8092.

2.78.2 PPR Male Threaded Elbow 20X1/2mm NOS 5 40 2.78.2 82.00 0.00 82.00

2.78.3 PPR Male Threaded Elbow 25X1/2mm NOS 5 40 2.78.3 98.00 0.00 98.00

2.78.5 PPR Male Threaded Elbow 32X1/2mm NOS 5 40 2.78.5 130.00 0.00 130.00

5 2.77 Supply of PPR Female Threaded Elbow confirming to IS 15801-2008 and DIN Standards 8077/8092

2.77.2 PPR Female Threaded Elbow 20X1/2mm NOS 5 40 2.77.2 56.00 0.00 56.00

2.77.3 PPR Female Threaded Elbow 25X1/2mm NOS 5 40 2.77.3 70.00 0.00 70.00

2.77.5 PPR Female Threaded Elbow 32X1/2mm NOS 5 40 2.77.5 112.00 0.00 112.00

6 2.76 Supply of PPR Male Threaded TEE confirming to IS 15801-2008 and DIN Standards 8077/8092.

2.76.2 PPR Male Threaded TEE 20X1/2mm NOS 5 40 2.76.2 92.00 0.00 92.00

2.76.3 PPR Male Threaded TEE 25X1/2mm NOS 5 40 2.76.3 102.00 0.00 102.00

2.76.5 PPR Male Threaded TEE 32X1/2mm NOS 5 40 2.76.5 149.00 0.00 149.00

7 2.75 Supply of PPR Female Threaded TEE confirming to IS 15801-2008 and DIN Standards 8077/8092

2.75.2 PPR Female Threaded TEE 20X1/2mm NOS 5 39 2.75.2 60.00 0.00 60.00

2.75.3 PPR Female Threaded TEE 25X1/2mm NOS 5 39 2.75.3 74.00 0.00 74.00

2.75.5 PPR Female Threaded TEE 32X1/2mm NOS 5 39 2.75.5 119.00 0.00 119.00

8 13.34 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. L 2 123 13.34 9.00 0.00 9.00

9 13.6.4.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 25 mm nominal bore-Horizontal Nos 2 118 13.6.4.1 1361.00 0.00 1361.00

10 13.3.2 Providing and fixing brass stop cock of approved quality : 20 mm nominal bore Nos 2 115 13.3.2 305.00 0.00 305.00

11 13.6.2.2Providing and fixing gun metal non- return valve of approved quality (screwed end) :32 mm nominal bore Nos 2 118 13.6.2.2 925.00 0.00 925.00

12 1.6.1 Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work.In all kinds of soils. Depth upto 1.50m Cum 1 6 1.6.1 484.00 0.00 484.00

13 633 Poly Propylene Random Co-polymer (PPR) pipe with fitting SDR 7.4 -50 mm Outer dia (VOL -5 , PAGE NO-A-43). Mtr 5 A-43 633 381.00 0.00 381.00

14 14.3.1 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid Nos 2 131 14.3.1 5977.00 0.00 5977.00

15 14.7.3 White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps Nos 2 132 14.7.3 2866.00 0.00 2866.00

16 14.31Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. Nos 2 136 14.31 1220.00 0.00 1220.00

17 14.40.2 600 mm long towel rail with total length of 645 mm, 78 mm wide and effective height of 88 mm, weighing not less than 190 g. Nos 2 137 14.40.2 496.00 0.00 496.00

18 13.46 Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors: 100 mm inlet and 75mm outlet, hubless centrifugally cast (spun) iron epoxy coated inside and outside IS: 15905 (REFER 1st Corrigendum and Addendum order - 21-04-2022) each 2 124 13.46 475.00 0.00 475.00

19 9.3.4 .Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 6.0 HDPE Grade PE80-PN10.0,110mm dia M 5 96 9.3.4 650.00 0.00 650.00

20 16.8 Constructing brick masonry chamber of internal dimension 600x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover Nos 5 191 16.8 4791.00 0.00 4791.00

21 16.1 Constructing brick masonry chamber of internal dimension 450x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover.. Nos 5 191 16.1 4236.00 0.00 4236.00

22 13.32.2. Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 20 mm nominal dia pipes M 2 122 13.32.2 379.00 0.00 379.00

23 647 PVC pipe - OD 110mm and 6 Kg/sqcm (VOL -5 , PAGE NO-A-44). M 5 A-44 647 255.00 0.00 255.00

24 680 PVC pipes of 8 Kg/cm2 for 75mm(0.917)m (VOL -5 , PAGE NO-A-45). M 5 A-45 680 142.00 0.00 142.00

25 10.9 Supply and delivery at site special moulded variety PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 0.00

26 14.10.1.3 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : Kitchen sink with drain board 510x1040 mm bowl depth 200 mm

Asst. Executive Engineer, Executive Engineer

PWD Sub-Division, Kittur PWD Division, Belagavi

Name of the Work: Construction of 1 No. of Judicial Officers Quarters at Kittur Belagavi District.

SUMP TANK,SEPTIK TANK & SOAK PIT

It.No. Description of items. Qty Unit Rate Amount

1 1.14.1 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 41.64 Cum 102.00 4247.18

2 1.23 Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications. 2.84 Cum 2682.00 7627.61

3 2.1.3 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 2.76 Cum 5918.00 16348.48 0

4 6.2 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. 1.19 Cum 7957.00 9470.82

5 8.2.2 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. 61.03 Sqm 277.00 16903.93

6 8.12 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineer- in-Charge. 61.03 Sqm 64.00 3905.60

7 8.11 Providing Neat cement punning to brick masonry 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. 61.03 Sqm 57.00 3478.43

8 2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 12.46 Cum 6527.00 81332.95

9 FORMWORK FOR Sump & Septic Tank @ 35 % of the rate of above concrete item : Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 12.46 Cum 2284.45 28466.53

10 2.11 Steel Fabrication 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. a. Buildings 1.51 Kgs 80195.00 120795.32 121094 298.68

11 18.3 Providing & fixing 455x610 mm cast iron cover with frame weight to be not less 38kgs (weight of cover 23 kgs and weight of frame 15 kgs)and necessary locking arrangements with M.S flats 32x6 mm etc & painting with two or more coats with black Japan paint etc. complete as directed by the engineer-in-charge. 3.00 Each 1962.00 5886.00

12 15.6 Providing and laying water proofing treatment to the Water tanks & Liquid Retaining structures with two component acrylic polymer modified cementitious waterproofing membrane with minimum elongation of 50% applied @ 1.5 kg/m2 for internal side waterproofing in two layers with waiting period of 4-6 hrs per layer and food grade epoxy coating in two coats certified by CFTRI Mysuru, including surface preparation completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. 61.03 Sqm 507.00 30939.68

13 17.1 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge 2.36 Cum 1002.00 2359.71

14 40 mm down size A-38 (volume 1) 1.57 Cum 1190.00 1868.30

15 20 mm down size A-38 (volume 1) 1.57 Cum 1333.00 2092.81 60

16 17.3 Supplying, filling, spreading &leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. (Volume 2) 1.57 Cum 1192.00 1871.44 6000

17 17.13 Providing and laying 100mm thick side wall & bottom slab and of 600mm width for drain with opening using M20 concrete reinforced with Micro Alloyed High carbon steel with 3mm - 3ply wired steel @ 150mm spacing jointed in CM 1:3 proportion and nicely finished Including providing holes in the walls wherever necessary including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete. 6.28 m 5612.00 35243.36

Asst. Executive Engineer, Executive Engineer

PWD Sub-Division, Kittur PWD Division, Belagavi

Name of the Work: Construction of 1 No. of Judicial Officers Quarters at Kittur Belagavi District.

MEASUREMENT SHEET (SUMP TANK,SEPTIK TANK & SOAK PIT )

It.No. Description of items. Qty. Unit

SUMP TANK,SEPTIK TANK & SOAK PIT

1 1.14.1 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 9

Excavation in Ordinary soil

2 1.23 Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications.

BOULDER FILLING 0.3 9 991 8919

3 2.1.3 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

4 6.2 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.

BBM 230thk Wall

Septik Tank Partation 2 1.50 0.23 1.725 = 1.19

5 8.2.2 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.

Internal Wall Plaster

Septik Tank Partation Wall 4 2.00 1.725 = 13.80

6 8.12 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineer- in-Charge. 0.08 Bags per Sqm

Quantity Vide as Item No 5:- = 61.03

7 8.11 Providing Neat cement punning to brick masonry 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.

Quantity Vide as Item No 5 :- = 61.03

8 2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 6.4

Sump Tank 3.00 X 2

Septik Tank 3.50 X 2

Total up to date Quantity :- = 12.46 Cum

9 FORMWORK FOR Sump & Septic Tank @ 35 % of the rate of above concrete item : Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

35 % of the rate of above concrete item

quantity as per item no 7 = 12.46 Cum

10 2.11 Steel Fabrication 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. a. Buildings

Sump Tank 821.39

SEPTIC Tank = 684.88

11 18.3 Providing & fixing 455x610 mm cast iron cover with frame weight to be not less 38kgs (weight of cover 23 kgs and weight of frame 15 kgs)and necessary locking arrangements with M.S flats 32x6 mm etc & painting with two or more coats with black Japan paint etc. complete as directed by the engineer-in-charge.

Sump Tank & SEPTIC Tank 3 = 3 EACH

12 15.6 Providing and laying water proofing treatment to the Water tanks & Liquid Retaining structures with two component acrylic polymer modified cementitious waterproofing membrane with minimum elongation of 50% applied @ 1.5 kg/m2 for internal side waterproofing in two layers with waiting period of 4-6 hrs per layer and food grade epoxy coating in two coats certified by CFTRI Mysuru, including surface preparation completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge.

WATER PROOFING SUMP TANK

WATER PROOFING SEPTIC TANK

PARTATION WALLS 2 2 2.000 1.725 = 13.80

13 17.1 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge

For Soak Pit 1 ∏(2.00)2/4 0.75 = 2.36 Cum

14 40 mm down size A-38 (volume 1)

15 20 mm down size A-38 (volume 1)

16 17.3 Supplying, filling, spreading &leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. (Volume 2)

17 17.13 Providing and laying 100mm thick side wall & bottom slab and of 600mm width for drain with opening using M20 concrete reinforced with Micro Alloyed High carbon steel with 3mm - 3ply wired steel @ 150mm spacing jointed in CM 1:3 proportion and nicely finished Including providing holes in the walls wherever necessary including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete.

Asst. Executive Engineer, Executive Engineer

PWD Sub-Division, Kittur PWD Division, Belagavi

Name of the Work: Construction of 1 No. of Judicial Officers Quarters at Kittur Belagavi District.

RATE ANALYSIS (SUMP TANK & SEPTIK TANK & SOAK PIT)

It.No. Description of items. Unit Vol Page No Item No Basic Rate S.R 2023-24 Lift Charges Total Formwork Total Area Weightage Rate For G.F

SUMP TANK & SEPTIK TANK & SOAK PIT

1 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 1 8 1.14.1 102.00 102.00 0.00 102.00

2 1.23 Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications. Cum 1 11 1.23 2682.0 2682.00 0.00 2682.00

3 2.1.3 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 Cum 1 15 2.1.3 5918.00 5918.00 0.00 5918.00

4 6.2 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. Cum 2 13 6.2 7957.00 7957.00 0.00 7957.00

5 8.2.2 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. Cum 2 41 8.2.2 277.00 277.00 0.00 277.00

6 8.12 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineer- in-Charge. Cum 2 43 8.12 64.00 64.00 0.00 64.00

7 8.11 Providing Neat cement punning to brick masonry 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. KGS 2 43 8.11 57.00 57.00 0.00 57.00

8 2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 1 16 2.5.1 6527.00 6527.00 0.00 6527.00

9 FORMWORK FOR Sump & Septic Tank @ 35 % of the rate of above concrete item : Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 1 16 2.5.1 6527.00 35% 2284.45 2284.45 0.00 2284.45

10 2.11 Steel Fabrication 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. a. Buildings KGS 1 18 2.11 80195.00 80195.00 0.00 80195.00

11 18.3 Providing & fixing 455x610 mm cast iron cover with frame weight to be not less 38kgs (weight of cover 23 kgs and weight of frame 15 kgs)and necessary locking arrangements with M.S flats 32x6 mm etc & painting with two or more coats with black Japan paint etc. complete as directed by the engineer-in-charge. NO 5 221 18.3 1962.00 1962.00 0.00 1962.00

12 15.6 Providing and laying water proofing treatment to the Water tanks & Liquid Retaining structures with two component acrylic polymer modified cementitious waterproofing membrane with minimum elongation of 50% applied @ 1.5 kg/m2 for internal side waterproofing in two layers with waiting period of 4-6 hrs per layer and food grade epoxy coating in two coats certified by CFTRI Mysuru, including surface preparation completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. Sqm 2 150 15.6 507.00 507.00 0.00 507.00

13 17.1 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge CUM 2 175 17.1 1002.00 1002.00 0.00 1002.00

16 17.3 Supplying, filling, spreading &leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. (Volume 2) Sqm 2 175 17.3 1192.00 1192.00 0.00 1192.00

17 17.13 Providing and laying 100mm thick side wall & bottom slab and of 600mm width for drain with opening using M20 concrete reinforced with Micro Alloyed High carbon steel with 3mm - 3ply wired steel @ 150mm spacing jointed in CM 1:3 proportion and nicely finished Including providing holes in the walls wherever necessary including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete. Sqm 2 152 17.13 5612.00 5612.00 0.00 5612.00

Asst. Executive Engineer, Executive Engineer

PWD Sub-Division, Kittur PWD Division, Belagavi

Name of the Work: Construction of 1 No. of Judicial Officers Quarters at Kittur Belagavi District.

S.L.No S.R Items Description of Items Unit Qty Basci Rate Amount (Rs.)

1 Supplying heavy gauge PVC conduit pipe ....... dia ....... mm thick confirming to IS 2509 with suitable size bends, junction boxes, adhesive paste etc, and fixing using inverted wood plugs in case of RCC ceiling and RCC wall/ stone structure or rawl plugs in case of brick walls and cement plastering the damaged portion using heavy gauge saddles at an interval of 700mm using NF screws.

Part-III P No.2 IT No. 1.1.1 19/20 mm dia 2 mm thick m 250.00 69.00 17250.00

Part-III P No.1 IT No. 1.1.2 25 mm dia 2 mm thick m 150.00 81.00 12150.00

Part-III P No.1 IT No. 1.1.4 40 mm dia 2.5 mm thick m 20.00 149.00 2980.00

2 Part-III P No.1 IT No. 1.4 Supplying and fixing sheet Metal box made out of 18 SWG sheet metal with necessary holes for cable/conduit entry as required with one coat of primer of approved make etc.

Part-III P No.1 IT No. 1.4.1 75 x 75 x 65 mm Each 1 106.00 106.00

Part-III P No.1 IT No. 1.4.2 100 x 75 x 65 mm Each 1 118.00 118.00

3 Part-III P No.1 IT No. 1.5 Supplying and fixing PVC/metal conduit Deep junction box

Part-III P No.1 IT No. 1.5.1 19/20 mm deep Junction box Each 42 49.00 2058.00

Part-III P No.3 IT No. 1.5.2 25 mm deep Junction box Each 9 56.00 504.00

4 Part-III P No.3 IT No. 1.10 Supplying Galvanized steel flexible conduit pipe .... mm dia fixing on surface over inverted tapered wooden plugs or phill plugs or rawl plugs and clamped using heavy gauge saddles at an interval of 300 mm using NF screws and on either end of the pipe terminated completely

Part-III P No.3 IT No. 1.10.2 25 mm m 5 72.00 360.00

Point wiring using Copper wire without switch.

5 Part-III P No.5 IT No. 2.2 Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet.

Part-III P No.5 IT No. 2.2.1 Short point upto 3Mtr from tapping point to out let via switch box Point 16 269.00 4304.00

Part-III P No.5 IT No. 2.2.2 Medium point above 3Mtr upto 6Mtr from tapping point to out let via switch box Point 17 379.00 6443.00

Part-III P No.5 IT No. 2.2.3 Long point above 6Mtr upto 10Mtr from tapping point to out let via switch box Point 22 555.00 12210.00

6 Part-III P No.5 IT No. 2.3 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:2010

Part-III P No.5 IT No. 2.3.4 4 mm2 m 1200 63.00 75600.00

Part-III P No.5 IT No. 2.3.5 6 mm2 m 180 92.00 16560.00

7 Part-III P No.36 IT No.8.2 Supplying and drawing PVC flexible one pair telephone unarmoured tinned copper cable.

Part-III P No.36 IT No.8.2.2 2Pair m 90.00 21.00 1890.00

8 Part-III P No.8 IT No. 3.4 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall

Part-III P No.8 IT No. 3.4.2 3 Way Each 15 159.00 2385.00

Part-III P No.8 IT No. 3.4.3 4-5 Way Each 8 177.00 1416.00

Part-III P No.8 IT No. 3.4.4 6 Way Each 2 220.00 440.00

Part-III P No.8 IT No. 3.4.5 8 Way Each 14 261.00 3654.00

Part-III P No.8 IT No. 3.4.6 10-12 Way Each 3 319.00 957.00

9 Part-III P No.8 IT No. 3.5 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box.

Part-III P No.8 IT No. 3.5.2 3 Module Each 15 161.00 2415.00

Part-III P No.8 IT No. 3.5.3 4 Module Each 8 175.00 1400.00

Part-III P No.8 IT No. 3.5.4 6 Module Each 2 234.00 468.00

Part-III P No.8 IT No. 3.5.5 8 Module Each 14 284.00 3976.00

Part-III P No.8 IT No. 3.5.6 10-12 Module Each 3 344.00 1032.00

10 Part-III P No.9 IT No. 3.6 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.

Part-III P No.9 IT No. 3.6.1 6A One Way Switch Each 84 102.00 8568.00

Part-III P No.9 IT No. 3.6.2 6A Two Way Switch Each 8 166.00 1328.00

Part-III P No.9 IT No. 3.6.3 6A Three Way socket Each 29 171.00 4959.00

Part-III P No.9 IT No. 3.6.4 Stepped Fan Regulator Two Module Each 8 357.00 2856.00

Part-III P No.9 IT No. 3.6.8 6A Bell Push Each 47 177.00 8319.00

Part-III P No.9 IT No. 3.6.9 32A DP Switch Each 12 326.00 3912.00

Part-III P No.9 IT No. 3.6.10 6/16A Universal Socket Each 12 236.00 2832.00

Part-III P No.9 IT No. 3.6.11 TV/Telephone Socket Each 1 156.00 156.00

10 Part-III P No.10 IT No. 3.14 Supplying And fixing/replacing of 6/16/32A electrical accessories on existing switch board.

Part-III P No.10 IT No. 3.14.6 6A Pendant Holder No 4 71.00 284.00

11 Part-III P No.9 IT No. 3.10 Supplying 4 mm thick white plastic plate and covering for junction boxes of size ...... mm conduit using necessary machine screws.

Part-III P No.9 IT No. 3.10.2 80/90 mm No 42 15.00 630.00

Part-III P No.9 IT No. 3.10.3 110 mm No 9 21.00 189.00

12 Part-III P No.14 IT No.5.7 Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers.

Part-III P No.14 IT No.5.7.3 63 A Each 1 401.00 401.00

13 Part-III P No.18 IT No.5.19 Supplying and fixing regular MCB distribution boards on wall/ood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase/3 phase/single door with powder coated painting Made out of 14 SWG MS enclosure.

Part-III P No.18 IT No.5.19.10 16 Way SP & N Each 1 2908.00 2908.00

14 Part-III P No.17 IT No.5.18 Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898.

Part-III P No.17 IT No.5.18.1 6-32 A SP Each 10 415.00 4150.00

Part-III P No.17 IT No.5.18.6 50-63 A DP Each 1 1102.00 1102.00

15 Part-III P No.18 IT No.5.2 Supplying, fixing and wiring Residual current circuit breaker (RCCB) 240/450V upto 300mA sensitivity on existing wood/ panel board.

Part-III P No.18 IT No5.20.4 32-40A 2 pole Each 1 4559.00 4559.00

16 Part-III P No.54 IT No. 12.56 Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40 mm dia 2.90 mm thick GI pipe 2.5m long buried in a pit . The pit should be filled with equal proportion of salt and charcoal 150 mm all-round the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per lSI specification 7.3.3. of IS 732 using 12 mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 12 mm dia No 3 3510.00 10530.00

17 Part-III P No.3 IT No. 1.11 Supplying And Fixing "S" Hook made out of 14mm dia M.S. Rod. No 8 52.00 416.00

18 Part-III P No.4 IT No. 1.12 Supplying And Fixing M.S.Rafter Clamp Set made out of M.S. Flat & 14 mm M.S. rod. No 8 160.00 1280.00

19 Part-III P No.4 IT No. 1.13 Supplying And Fixing Metal Fan Box with Round Hook. No 8 117.00 936.00

20 Part-III P No.48 IT No. 12.2 Supplying and fixing one of 230 V Ding dong bell and a flush type bell push with gang box fixed on necessary wooden or rawl plugs using NF screws with Remote.

Part-III P No.48 IT No. 12.2.1 Ding Dong Bell Each 1 246.00 246.00

21 Part-III P No.43 IT No. 11.3 Supplying of .....feet -PVC Batten with integrated LED tube .... W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI greater than 80. Power Input: 220-240V@ 50/60Hz & Power factor greater than0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition.

Part-III P No.43 IT No. 11.3.1 LED light fitting 1 x 2' - 9/10 W Each 4 551.00 2204.00

Part-III P No.43 IT No. 11.3.2 LED light fitting 1 x 4' - 20/22 W Each 19 690.00 13110.00

22 Part-III P No.44 IT No. 11.4 Supplying of recess mounting non integrated type LED down light...... W luminaire comprising of pressure decast/ extruded aluminium housing, with spring loaded false ceiling clamps, LED of Power/COB with CCT 6500 degree K, CRIgreater than 70%. efficacy greater than100 lumen per W, 120degree beam spread, lifegreater than 25000 burning hours and Compliance to IS10322/IEC 60598, LM 79 & LM 80. The lamp compartment is enclosed with anti glare opal diffuser which enhances the lighting level. LED's are driven by HF electronic driver integrated in a separate control gear assembly., with PF greater than 0.95, power loss shouldsmaller than 5% of lamp Wage, short circuit & open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to 275 V. BIS Approved and Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition.

Part-III P No.44 IT No.11.4.3 15-18W Each 3 1671.00 5013.00

23 Part-III P No.43 IT No. 11.2 Supplying & fixing retrofit type-PL- LED Lamp ...... W LED linear source with CCT 6500 degree K, CRIgreater than 70%. efficacy greater than80 lumen per W, lifegreater than 25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 & LM 80. The LED are driven by HF electronic driver integrated in the system, with PF greater than 0.95, power loss should smaller than 5% of lamp Wage., short circuit & open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to275 V. Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition.

Part-III P No.43 IT No. 11.2.1 8-9 W Each 10.00 623.00 6230.00 greater than smaller than

24 Part-III P No.30 IT No.6.3 Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc, for operation on 230 V, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system.

Part-III P No.30 IT No.6.3.1 48" Sweep (1200 mm) Regular model Each 8 2984.00 23872.00

25 Part-III P No.30 IT No.6.2 Supplying of 1440rpm heavy duty exhaust fan with bracket blades suitable to operate on 230V 50Hz, AC Supply complete.

Part-III P No.30 IT No.6.2.1 12" Sweep (300 mm) Each 5 2969.00 14845.00

26 Part-III P No.45 IT No. 11.8 Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, maximum light intensity should be between 60 degrees to 70 degrees. CCT greater than 5500K, IP66 optical and electrical compartment & impact resistance of complete luminaire greater than IK08. Power Factor greater than0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with ........W System Power consumption. LED Efficiencygreater than1301m/w, nominal CRI greater than75. Luminaire manufacturer should have in-house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008. Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/ Lumileds/Osram make LED Source.

Part-III P No.46 IT No. 11.8.3 LED Streetlight 70W Each 4 5992.00 23968.00

27 Part-III P No.56 IT No. 13.1 Supplying and Fixing of........mm dia class A GI pipe bracket upto 2 ms long bent at suitable angle and fixing to this bracket street light fitting of all capacities to GI or GI or rail or RCC pole / wall using suitable clamps, bolts, and nuts and wiring using suitable capacity wires.

Part-III P No.56 IT No. 13.1.2 Using 32mm dia G.I.Pipe Each 4 1045.00 4180.00

28 Part-III P No.56 IT No. 13.5 Fixing halogen/metal halide /SVL/IL/LED floodlight fitting over existing pole / wall ceiling including clamps, bolts, nuts and wiring using suitable capacity wires. Each 4 162.00 648.00

Part-III P No.56 IT No. 13.7 Fixing all types and all capacities of fluorescent /false ceiling / spot light / CFL / LED fittings indoor on the wall/ ceiling / rafters / girders using 23/0.0076" twin twisted PVC insulated wires, required Nos of round blocks and clamps.

29 Part-III P No.56 IT No. 13.7.1 On wall/ ceiling / Rafter / Girders Each 30 122.00 3660.00

30 Part-III P No.56 IT No. 13.7.2 Using necessary length of G.I. chain Each 8 263.00 2104.00

31 Part-III P No.57 IT No. 13.11 Fixing a ceiling /wall mounting fan of all capacities and all types, with necessary clamps and 'S' hook made out of 15mm dia MS rod, with 5 A. ceiling rose of approved quality with necessary length of 23/0.0076 inch PVC insulated twin twisted wire of approved quality, mounted on a suitable size wooden board and wired. Each 8 315.00 2520.00

32 Part-III P No.57 IT No. 13.13 Fixing one exhaust fan after making a suitable notch in the wall and finishing with cement mortar and colouring to match the existing wall or brackets, with bolts and nuts and a 5 A, ceiling rose with sufficient length of 23 / 0.0076 inch PVC insulated twin core wire of approved make with wire mesh and wooden frame. Each 5 707.00 3535.00

33 Part-III P No.20 IT No.5.41 Supplying and fixing angle iron frame work fabricated out of M.S. angle iron.. and M.S. Flat......with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint.

34 Part-III P No.20 IT No.5.42 Fabricating supplying and mounting MS box made out ....SWG suitable for floor /wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete.

Part-III P No.20 IT No.5.42.1 14 SWG cm2 10000 0.50 5000.00

35 Part-III P No.34 IT No.7.2 Supplying ...litres capacity vertical/horizontal type wall mounting Electrical water heater with 22 SWG copper/SS sheet metal inner Container tinned inside Fiber body outside, filled with glass wool between inner and outer container for thermal insulation complete. The inlet and outlet pipes so arranged that water flow inside results in water to flow out from the inner container without turbulence. The Inner container shall have direct immersion type copper tube nickel plate. 2kW capacity element with a neon indicator fitted with 20A capacity 25 to 85 degree Centigrade range thermostat. The water heater shall completely be wired with 40/0.0076 inch 3 core copper flexible wire of 1.5 meters length and the outer container provided with heavy gauge brackets for wall mounting.

Part-III P No.34 IT No.7.2.1 25 L 5 Star With Fibre body Each 4.00 11929.00 47716.00

36 Part-III P No.38 IT No.9.2 Supplying, erecting, testing & commissioning of OFF- LINE UPS system suitable for operation on 230V, 50Hz, A/C supply, with all accessories complete and Excluding batteries and wiring complete.

Part-III P No.38 IT No.9.2.4 3 kVA OFF LINE UPS Each 1.00 29142.00 29142.00

37 Part-III P No.38 IT No.9.5 Supplying, installation, testing & commissioning of 12V DC, AH batteries in poly propylene container for U.P.S. Sealed maintenance free batteries.

Part-III P No.39 IT No.9.5.7 100 AH capacity Each 6.00 12430.00 74580.00

38 Part-III P No.31 IT No.6.8 Supplying of .. TR Invertor type split Air conditioners suitable for operation on A/C supply single phase 50 Hz 230 V with hermetically sealed inverter compressor with air cooled condenser, latest R410A / R-32 refrigerant fan motor, start & run capacitors, relay & over load protector internal unit, with one indoor & one outdoor unit The condenser unit will be placed outside the room avoid noise including standard length of suitable size copper tubing covered with nitrile rubber insulation tube. suitable capacity 3 core sheathed/ PVC copper cable and a battery operated wireless remote unit.

Part-III P No.31 IT No.6.8.4 5 star 1 Ton capacity Each 3.00 47557.00 142671.00

39 Part-III P No.32 IT No.6.12 Installation charges for split type air conditioner with allied works for one indoor and one outdoor unit is to be mounted on suitable Angle Iron support upto 3.0 Ton split/cassette type A/C. Each 3.00 3175.00 9525.00

40 Part-III P No.32 IT No.6.13 Supplying and installation of insulated refrigerant copper tubing of 5/8" and 3/8" with polythene foam insulation 3 core 80 stand copper wiring between indoor and outdoor unit Leak testing oil and gas charging for additional piping length of tube.

Part-III P No.32 IT No.6.13.1 Split m 3.00 1549.00 4647.00

41 Part-III P No.32 IT No.6.22 Extra for Fabrication supply and fixing of Stand fabricated using slotted angle /L angle of size 6mm x 50mm for mounting out door/indoor A.C. unit/ Batteries. Each 3.00 4807.00 14421.00

42 Part-III P No.38 IT No.9.1 Supplying, erecting, testing and commissioning of voltage stabilizer suitable for 170 to 270 v input and load variation from no load to full load, with over load protection, spike suppression, operating at 00 C to 400 C. Range etc., complete.

Part-III P No.38 IT No.9.1.2 4kVA Capacity Each 3.00 4792.00 14376.00

38 32 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975

39 1.17 Earth work excavation for pipeline trenches in all kinds of soils by mechanicalmeans as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. 738755.66 -185640.00

1.17.1 All kinds of soils. Depth upto 1.50 m M 90 262.00 23580.00

40 21 Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff

41 60 Aluminium End Terminal (Lug)

42 63 Brass Cable Gland

43 WSSW SR 2023-24 Page No 95 Item No.9.1.1 Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms, with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For:HDPE PE 80 PN 6.0 HDPE Grade PE80-PN6.0, 63mm dia M 80.00 189.00 15120.00

44 Part-III P No.35 IT No.7.4 Supplying, installation, testing and commissioning of solar hot water heater comprising of high quality Evacuated Glass Tube (EGT) with absorber coating collector of size 58 x 1800 mm. Inner tank Material-Stainless steel 304-L Grade with Aluminium Stucco cladding made of High quality PUF insulation to minimizes heat loss and hold water Temperature upto 72 Hrs...with appropriate capacity electrical back up arrangement excluding inlet and out let pipes. Fitted with Sacrificial Anode

Part-III P No.35 IT No.7.4.2 200 L- 20 nos Tubes Each 1.00 43222.00 43222.00

Asst. Executive Engineer, Executive Engineer

PWD Electrical Sub-Division, Belagavi PWD Division, Belagavi

Name of the Work: Construction of 1 No. of Judicial Officers Quarters at Kittur Belagavi District.

S.L.No S.R Items Description of Items Unit Basci Rate Area Weightage 3% Total

1 Supplying heavy gauge PVC conduit pipe ....... dia ....... mm thick confirming to IS 2509 with suitable size bends, junction boxes, adhesive paste etc, and fixing using inverted wood plugs in case of RCC ceiling and RCC wall/ stone structure or rawl plugs in case of brick walls and cement plastering the damaged portion using heavy gauge saddles at an interval of 700mm using NF screws.

Part-III P No.1 IT No. 1.1.1 19/20 mm dia 2 mm thick m 69.00 0 69.00

Part-III P No.1 IT No. 1.1.2 25 mm dia 2 mm thick m 81.00 0 81.00

Part-III P No.1 IT No. 1.1.4 40 mm dia 2.5 mm thick m 149.00 0 149.00

2 Part-III P No.1 IT No. 1.4 Supplying and fixing sheet Metal box made out of 18 SWG sheet metal with necessary holes for cable/conduit entry as required with one coat of primer of approved make etc.

Part-III P No.1 IT No. 1.4.1 75 x 75 x 65 mm Each 106.00 0 106.00

Part-III P No.1 IT No. 1.4.2 100 x 75 x 65 mm Each 118.00 0 118.00

3 Part-III P No.1 IT No. 1.5 Supplying and fixing PVC/metal conduit Deep junction box

Part-III P No.1 IT No. 1.5.1 19/20 mm deep Junction box Each 49.00 0 49.00

Part-III P No.3 IT No. 1.5.2 25 mm deep Junction box Each 56.00 0 56.00

4 Part-III P No.3 IT No. 1.10 Supplying Galvanized steel flexible conduit pipe .... mm dia fixing on surface over inverted tapered wooden plugs or phill plugs or rawl plugs and clamped using heavy gauge saddles at an interval of 300 mm using NF screws and on either end of the pipe terminated completely

Part-III P No.3 IT No. 1.10.2 25 mm m 72.00 0 72.00

Point wiring using Copper wire without switch.

5 Part-III P No.5 IT No. 2.2 Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet.

Part-III P No.5 IT No. 2.2.1 Short point upto 3Mtr from tapping point to out let via switch box Point 269.00 0 269.00

Part-III P No.5 IT No. 2.2.2 Medium point above 3Mtr upto 6Mtr from tapping point to out let via switch box Point 379.00 0 379.00

Part-III P No.5 IT No. 2.2.3 Long point above 6Mtr upto 10Mtr from tapping point to out let via switch box Point 555.00 0 555.00

6 Part-III P No.5 IT No. 2.3 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:2010

Part-III P No.5 IT No. 2.3.2 1.5 mm2 m 26.00 0 26.00

Part-III P No.5 IT No. 2.3.3 2.5 mm2 m 42.00 0 42.00

Part-III P No.5 IT No. 2.3.4 4 mm2 m 63.00 0 63.00

Part-III P No.5 IT No. 2.3.5 6 mm2 m 92.00 0 92.00

7 Part-III P No.36 IT No.8.2 Supplying and drawing PVC flexible one pair telephone unarmoured tinned copper cable.

Part-III P No.36 IT No.8.2.2 2Pair m 21.00 0 21.00

8 Part-III P No.8 IT No. 3.4 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall

Part-III P No.8 IT No. 3.4.2 3 Way Each 159.00 0 159.00

Part-III P No.8 IT No. 3.4.3 4-5 Way Each 177.00 0 177.00

Part-III P No.8 IT No. 3.4.4 6 Way Each 220.00 0 220.00

Part-III P No.8 IT No. 3.4.5 8 Way Each 261.00 0 261.00

Part-III P No.8 IT No. 3.4.6 10-12 Way Each 319.00 0 319.00

9 Part-III P No.8 IT No. 3.5 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box.

Part-III P No.8 IT No. 3.5.2 3 Module Each 161.00 0 161.00

Part-III P No.8 IT No. 3.5.3 4 Module Each 175.00 0 175.00

Part-III P No.8 IT No. 3.5.4 6 Module Each 234.00 0 234.00

Part-III P No.8 IT No. 3.5.5 8 Module Each 284.00 0 284.00

Part-III P No.8 IT No. 3.5.6 10-12 Module Each 344.00 0 344.00

10 Part-III P No.9 IT No. 3.6 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.

Part-III P No.9 IT No. 3.6.1 6A One Way Switch Each 102.00 0 102.00

Part-III P No.9 IT No. 3.6.2 6A Two Way Switch Each 166.00 0 166.00

Part-III P No.9 IT No. 3.6.3 6A Three Way socket Each 171.00 0 171.00

Part-III P No.9 IT No. 3.6.4 Stepped Fan Regulator Two Module Each 357.00 0 357.00

Part-III P No.9 IT No. 3.6.8 6A Bell Push Each 177.00 0 177.00

Part-III P No.9 IT No. 3.6.9 32A DP Switch Each 326.00 0 326.00

Part-III P No.9 IT No. 3.6.10 6/16A Universal Socket Each 236.00 0 236.00

Part-III P No.9 IT No. 3.6.11 TV/Telephone Socket Each 156.00 0 156.00

Part-III P No.10 IT No. 3.14.6 6A Pendant Holder No 71.00 0 71.00

11 Part-III P No.9 IT No. 3.10 Supplying 4 mm thick white plastic plate and covering for junction boxes of size ...... mm conduit using necessary machine screws.

Part-III P No.9 IT No. 3.10.2 80/90 mm No 15.00 0 15.00

Part-III P No.9 IT No. 3.10.3 110 mm No 21.00 0 21.00

12 Part-III P No.14 IT No.5.7 Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers.

Part-III P No.14 IT No.5.7.3 63 A Each 401.00 0 401.00

13 Part-III P No.18 IT No.5.19 Supplying and fixing regular MCB distribution boards on wall/ood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase/3 phase/single door with powder coated painting Made out of 14 SWG MS enclosure.

Part-III P No.18 IT No.5.19.10 16 Way SP & N Each 2908.00 0 2908.00

14 Part-III P No.17 IT No.5.18 Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898.

Part-III P No.17 IT No.5.18.1 6-32 A SP Each 415.00 0 415.00

Part-III P No.17 IT No.5.18.6 50-63 A DP Each 1102.00 0 1102.00

15 Part-III P No.18 IT No.5.2 Supplying, fixing and wiring Residual current circuit breaker (RCCB) 240/450V upto 300mA sensitivity on existing wood/ panel board.

Part-III P No.18 IT No5.20.4 32-40A 2 pole Each 4559.00 0 4559.00

16 Part-III P No.54 IT No. 12.56 Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40 mm dia 2.90 mm thick GI pipe 2.5m long buried in a pit . The pit should be filled with equal proportion of salt and charcoal 150 mm all-round the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per lSI specification 7.3.3. of IS 732 using 12 mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 12 mm dia No 3510.00 0 3510.00

17 Part-III P No.3 IT No. 1.11 Supplying And Fixing "S" Hook made out of 14mm dia M.S. Rod. No 52.00 0 52.00

18 Part-III P No.4 IT No. 1.12 Supplying And Fixing M.S.Rafter Clamp Set made out of M.S. Flat & 14 mm M.S. rod. No 160.00 0 160.00

19 Part-III P No.4 IT No. 1.13 Supplying And Fixing Metal Fan Box with Round Hook. No 117.00 0 117.00

20 Part-III P No.48 IT No. 12.2 Supplying and fixing one of 230 V Ding dong bell and a flush type bell push with gang box fixed on necessary wooden or rawl plugs using NF screws with Remote.

Part-III P No.48 IT No. 12.2.1 Ding Dong Bell Each 246.00 0 246.00

21 Part-III P No.43 IT No. 11.3 Supplying of .....feet -PVC Batten with integrated LED tube .... W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI > 80. Power Input: 220-240V@ 50/60Hz & Power factor >0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition.

Part-III P No.43 IT No. 11.3.1 LED light fitting 1 x 2' - 9/10 W Each 551.00 0 551.00

Part-III P No.43 IT No. 11.3.2 LED light fitting 1 x 4' - 20/22 W Each 690.00 0 690.00

22 Part-III P No.44 IT No. 11.4 Supplying of recess mounting non integrated type LED down light...... W luminaire comprising of pressure decast/ extruded aluminium housing, with spring loaded false ceiling clamps, LED of Power/COB with CCT 6500 degree K, CRI> 70%. efficacy >100 lumen per W, 120degree beam spread, life> 25000 burning hours and Compliance to IS10322/IEC 60598, LM 79 & LM 80. The lamp compartment is enclosed with anti glare opal diffuser which enhances the lighting level. LED's are driven by HF electronic driver integrated in a separate control gear assembly., with PF > 0.95, power loss should< 5% of lamp Wage, short circuit & open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to 275 V. BIS Approved and Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition.

Part-III P No.44 IT No.11.4.3 15-18W Each 1671.00 0 1671.00

23 Part-III P No.43 IT No. 11.2 Supplying & fixing retrofit type-PL- LED Lamp ...... W LED linear source with CCT 6500 degree K, CRI> 70%. efficacy >80 lumen per W, life> 25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 & LM 80. The LED are driven by HF electronic driver integrated in the system, with PF > 0.95, power loss should < 5% of lamp Wage., short circuit & open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to275 V. Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition.

Part-III P No.43 IT No. 11.2.1 8-9 W Each 623.00 0 623.00

24 Part-III P No.30 IT No.6.3 Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc, for operation on 230 V, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system.

Part-III P No.30 IT No.6.3.1 48" Sweep (1200 mm) Regular model Each 2984.00 0 2984.00

25 Part-III P No.30 IT No.6.2 Supplying of 1440rpm heavy duty exhaust fan with bracket blades suitable to operate on 230V 50Hz, AC Supply complete.

Part-III P No.30 IT No.6.2.1 12" Sweep (300 mm) Each 2969.00 0 2969.00

26 Part-III P No.45 IT No. 11.8 Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, maximum light intensity should be between 60 degrees to 70 degrees. CCT > 5500K, IP66 optical and electrical compartment & impact resistance of complete luminaire > IK08. Power Factor >0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with ........W System Power consumption. LED Efficiency>1301m/w, nominal CRI >75. Luminaire manufacturer should have in-house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008. Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/ Lumileds/Osram make LED Source.

Part-III P No.46 IT No. 11.8.3 LED Streetlight 70W Each 5992.00 0 5992.00

27 Part-III P No.56 IT No. 13.1 Supplying and Fixing of........mm dia class A GI pipe bracket upto 2 ms long bent at suitable angle and fixing to this bracket street light fitting of all capacities to GI or GI or rail or RCC pole / wall using suitable clamps, bolts, and nuts and wiring using suitable capacity wires.

Part-III P No.56 IT No. 13.1.2 Using 32mm dia G.I.Pipe Each 1045.00 0 1045.00

28 Part-III P No.56 IT No. 13.5 Fixing halogen/metal halide /SVL/IL/LED floodlight fitting over existing pole / wall ceiling including clamps, bolts, nuts and wiring using suitable capacity wires. Each 162.00 0 162.00

Part-III P No.56 IT No. 13.7 Fixing all types and all capacities of fluorescent /false ceiling / spot light / CFL / LED fittings indoor on the wall/ ceiling / rafters / girders using 23/0.0076" twin twisted PVC insulated wires, required Nos of round blocks and clamps.

29 Part-III P No.56 IT No. 13.7.1 On wall/ ceiling / Rafter / Girders Each 122.00 0 122.00

30 Part-III P No.56 IT No. 13.7.2 Using necessary length of G.I. chain Each 263.00 0 263.00

31 Part-III P No.57 IT No. 13.11 Fixing a ceiling /wall mounting fan of all capacities and all types, with necessary clamps and 'S' hook made out of 15mm dia MS rod, with 5 A. ceiling rose of approved quality with necessary length of 23/0.0076 inch PVC insulated twin twisted wire of approved quality, mounted on a suitable size wooden board and wired. Each 315.00 0 315.00

32 Part-III P No.57 IT No. 13.13 Fixing one exhaust fan after making a suitable notch in the wall and finishing with cement mortar and colouring to match the existing wall or brackets, with bolts and nuts and a 5 A, ceiling rose with sufficient length of 23 / 0.0076 inch PVC insulated twin core wire of approved make with wire mesh and wooden frame. Each 707.00 0 707.00

33 Part-III P No.20 IT No.5.41 Supplying and fixing angle iron frame work fabricated out of M.S. angle iron.. and M.S. Flat......with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint.

Part-III P No.20 IT No.5.41.1 40 x 40 x 6 mm m 305.00 0 305.00

34 Part-III P No.20 IT No.5.42 Fabricating supplying and mounting MS box made out ....SWG suitable for floor /wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete.

Part-III P No.20 IT No.5.42.1 14 SWG cm2 0.50 0 0.50

35 Part-III P No.34 IT No.7.2 Supplying ...litres capacity vertical/horizontal type wall mounting Electrical water heater with 22 SWG copper/SS sheet metal inner Container tinned inside Fiber body outside, filled with glass wool between inner and outer container for thermal insulation complete. The inlet and outlet pipes so arranged that water flow inside results in water to flow out from the inner container without turbulence. The Inner container shall have direct immersion type copper tube nickel plate. 2kW capacity element with a neon indicator fitted with 20A capacity 25 to 85 degree Centigrade range thermostat. The water heater shall completely be wired with 40/0.0076 inch 3 core copper flexible wire of 1.5 meters length and the outer container provided with heavy gauge brackets for wall mounting.

Part-III P No.34 IT No.7.2.1 25 L 5 Star With Fibre body Each 11929.00 0 11929.00

36 Part-III P No.38 IT No.9.2 Supplying, erecting, testing & commissioning of OFF- LINE UPS system suitable for operation on 230V, 50Hz, A/C supply, with all accessories complete and Excluding batteries and wiring complete.

Part-III P No.38 IT No.9.2.4 3 kVA OFF LINE UPS Each 29142.00 0 29142.00

37 Part-III P No.38 IT No.9.5 Supplying, installation, testing & commissioning of 12V DC, AH batteries in poly propylene container for U.P.S. Sealed maintenance free batteries.

Part-III P No.39 IT No.9.5.7 100 AH capacity Each 12430.00 0 12430.00

38 Part-III P No.31 IT No.6.8 Supplying of .. TR Invertor type split Air conditioners suitable for operation on A/C supply single phase 50 Hz 230 V with hermetically sealed inverter compressor with air cooled condenser, latest R410A / R-32 refrigerant fan motor, start & run capacitors, relay & over load protector internal unit, with one indoor & one outdoor unit The condenser unit will be placed outside the room avoid noise including standard length of suitable size copper tubing covered with nitrile rubber insulation tube. suitable capacity 3 core sheathed/ PVC copper cable and a battery operated wireless remote unit.

Part-III P No.31 IT No.6.8.4 5 star 1 Ton capacity Each 47557.00 0 47557.00

39 Part-III P No.32 IT No.6.12 Installation charges for split type air conditioner with allied works for one indoor and one outdoor unit is to be mounted on suitable Angle Iron support upto 3.0 Ton split/cassette type A/C. Each 3175.00 0 3175.00

40 Part-III P No.32 IT No.6.13 Supplying and installation of insulated refrigerant copper tubing of 5/8" and 3/8" with polythene foam insulation 3 core 80 stand copper wiring between indoor and outdoor unit Leak testing oil and gas charging for additional piping length of tube.

Part-III P No.32 IT No.6.13.1 Split m 1549.00 0 1549.00

41 Part-III P No.32 IT No.6.22 Extra for Fabrication supply and fixing of Stand fabricated using slotted angle /L angle of size 6mm x 50mm for mounting out door/indoor A.C. unit/ Batteries. Each 4807.00 0 4807.00

42 Part-III P No.38 IT No.9.1 Supplying, erecting, testing and commissioning of voltage stabilizer suitable for 170 to 270 v input and load variation from no load to full load, with over load protection, spike suppression, operating at 00 C to 400 C. Range etc., complete.

Part-III P No.38 IT No.9.1.2 4kVA Capacity Each 4792.00 0 4792.00

43 32 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975

44 1.17 Earth work excavation for pipeline trenches in all kinds of soils by mechanicalmeans as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata.

1.17.1 All kinds of soils. Depth upto 1.50 m M 262.00 0 262.00

45 21 Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff

46 60 Aluminium End Terminal (Lug)

47 63 Brass Cable Gland

48 WSSW SR 2023-24 Page No 95 Item No.9.1.1 Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms, with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For:HDPE PE 80 PN 6.0 HDPE Grade PE80-PN6.0, 63mm dia M 189.00 0 189.00

49 Part-III P No.35 IT No.7.4 Supplying, installation, testing and commissioning of solar hot water heater comprising of high quality Evacuated Glass Tube (EGT) with absorber coating collector of size 58 x 1800 mm. Inner tank Material-Stainless steel 304-L Grade with Aluminium Stucco cladding made of High quality PUF insulation to minimizes heat loss and hold water Temperature upto 72 Hrs...with appropriate capacity electrical back up arrangement excluding inlet and out let pipes. Fitted with Sacrificial Anode

Part-III P No.35 IT No.7.4.2 200 L- 20 nos Tubes Each 43222.00 0 43222.00

Asst. Executive Engineer, Executive Engineer

PWD Electrical Sub-Division, Belagavi PWD Division, Belagavi

Name of Work: PROVIDING ELECTRIFICATION JUDICIAL Qtrs

Sl. No Description Short Point Medium Point Long Point 6 A amps 3waySocket 16 A amps 3waySocket Ceiling Fan 48" module Battan holder heavy duty exhaust fan 4' LE D batton 2 ' LE D batton 9WATT BULB 5watt led panel led 2X2 6 A 1 way switch 6 A 2 way switch Call Bell Stpped fan Regulater tel TV AC 1.5 ton 1to3 PVC Box 4 modularPVC Box 6 modularPVC Box 8 modularPVC Box 12 modularPVC Box 8way spn 12 way spn 4way tpn SP MCB DP MCB TPN ELCB DP ELCB TPN LED Streetlight Geyser

24 LE D batton 39 24 936

15 watt led panel 121 15 1815

5watt led panel 20 5 100

Ceiling Fan 56" 10 80 800

Ceiling Fan 48" 15 80 1200

Geyser 2 2500 12500

Name of the Work: Construction of 1 No. of Judicial Officers Quarters at Kittur Belagavi District.

Construction of Compound Wall

It.No. Description of items. Qty Unit Rate Amount

1 1.12 Earth work in surface excavation by mechanical means for lowering &leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting,barricading,caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth 31.20 Cum 95.00 2964.00

2 1.14.1 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 62.63 Cum 102.00 6388.03

3 1.23 Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications. 10.60 Cum 2682.00 28433.76

4 2.1.3 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 10.60 Cum 5918.00 62740.86

5 2.2.3 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 7.10 Cum 6227.00 44211.70

6 ADD FORMWORK FOR FOOTING 7.10 Cum 498.16 3536.94

7 2.4.3 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 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 4.37 Cum 6227.00 27206.26

8 ADD FORMWORK FOR PLINTH BEAM 4.37 Cum 3113.50 13603.13

9 2.4.3 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 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 1.08 Cum 6227.00 6698.32

10 ADD FORMWORK FOR COLUMN 1.08 Cum 4358.90 4688.83

11 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 3.15 Cum 6734.00 21212.50

12 ADD FORMWORK FOR COLUMN 3.15 Cum 4713.80 14848.75

13 5.1.1 Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand) 9.62 Cum 5585.00 53753.61

14 1.9 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. 33.66 Cum 266.00 8952.45

15 2.11 Steel Fabrication 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. a. Buildings 1.85 t 80195.00 148040.83

16 2.1.4 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 20 mm nominal size graded crushed coarse aggregates 2.63 Cum 6147.00 16135.88

17 6.8 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. 29.10 Cum 7948.00 231293.00

18 11.34A Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding 729.60 Kgs 168.00 122572.80

19 8.8 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry 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. 277.70 Sqm 369.00 102471.30

20 8.31 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives with pure Acrylic Resin, UV resistant, dirt & pick up resistant, Alkali & Water resistant of required shade: New work (Two coats applied @ 1.43 L/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 277.70 Sqm 178.00 49430.60

21 8.40 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work 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. 18.00 Sqm 115.00 2070.00

Asst. Executive Engineer, Executive Engineer,

PWD.SUB DIVISION, KITTUR PWD. DIVISION, BELAGAVI SUM 971253.55

Name of the Work: Construction of 1 No. of Judicial Officers Quarters at Kittur Belagavi District.

Construction of Compound Wall

MEASUREMENT SHEET

It.No. Description of items. Qty. Unit

1 1.12 Earth work in surface excavation by mechanical means for lowering &leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting,barricading,caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth

2 1.14.1 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 44

Excavation For Column Footing 2

Excavation For Stone Masonry

3 1.23 Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications.

For Column Footing

For Stone Masonry

4 2.1.3 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

PCC For Column Footing

PCC Bellow Stone Masonry

For Stone Masonry

Total up to date Quantity :- = 10.60 Cum

5 2.2.3 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

RCC For Column Footing

6 ADD FORMWORK FOR FOOTING

8% OF ABOVE ITEM = 7.10

7 2.4.3 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 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

RCC For Plinth Beam

8 ADD FORMWORK FOR PLINTH BEAM

50% OF ABOVE ITEM = 4.37 Cum

9 2.4.3 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 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

RCC For Column Footing to Plinth top

10 ADD FORMWORK FOR COLUMN

70% OF ABOVE ITEM = 1.08 Cum

11 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

RCC For Column Plinth to Slab Top

12 ADD FORMWORK FOR COLUMN

70% OF ABOVE ITEM = 3.15 Cum

13 5.1.1 Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand)

Rubble Stone Msonry

Total up to date Quantity :- = 9.62 Cum

14 1.9 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.

Murrum Filling up to ground level

Quantity Vide as Per Item No 2 = 62.63

PCC for Column Footing Qty = 6.80

RCC For Column Footing Qty = 7.10

Rubble Stone Masonry Quantity = 9.62

RCC For Column up to Plinth Qty = 1.08

RCC For Plinth Beam Qty = 4.37

Total up to date Quantity after deduction :- = 33.66 Cum

15 2.11 Steel Fabrication 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. a. Buildings

FOOTING = 318.01

COLUMN = 981.68

PLINTH BEAM = 546.32

TOTAL QTY 1846.01 Kgs

TOTAL QTY 1.85 t

16 2.1.4 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 20 mm nominal size graded crushed coarse aggregates

PCC For Window Sill

Total up to date Quantity :- = 2.63 Cum

17 6.8 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.

Total up to date Quantity after Ded :- = 29.10 Cum

18 11.34A Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding

MS Grill For GATE

Say 1 sqm X 28 Kg Per Sqm :- = 729.60 Kgs

Total up to date Quantity :- = 729.60 Kgs

19 8.8 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry 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.

External Wall Plaster

Total up to date Quantity after Ded :- = 277.70 Sqm

20 8.31 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives with pure Acrylic Resin, UV resistant, dirt & pick up resistant, Alkali & Water resistant of required shade: New work (Two coats applied @ 1.43 L/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

Quantity vide as Per Item No 29 = 277.70

Total up to date Quantity :- = 277.70 Sqm

21 8.40 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work 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.

Enamel Metal Paint

Asst. Executive Engineer, Executive Engineer,

PWD.SUB DIVISION,KITTUR PWD. DIVISION, BELAGAVI

Name of the Work: Construction of 1 No. of Judicial Officers Quarters at Kittur Belagavi District.

Construction of Compound Wall

It.No. Description of items. Unit Volume Page No Item No Basic Rate S.R 2023-24 Total - 1 Add for Formwork Area Weightage 3 % Rate For STILT F. Add Lift charges Total 10 + 13 Area Weightage 6 % Rate For GF Add Lift charges Total 10 + 17 Area Weightage 6 % Rate For FF Add Lift charges Total 10 + 21 Area Weightage 6 % Rate For SF Add Lift charges Total 10 + 25 Area Weightage 6 % Rate For TF

1 1.12 Earth work in surface excavation by mechanical means for lowering &leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting,barricading,caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth Cum 1 36 1.12 95.00 95.00 95.00

2 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 1 8 1.14.1 102.00 102.00 102.00

3 1.23 Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications. Cum 1 11 1.23 2682.00 2682.00 2682.00

4 2.1.3 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 Cum 1 15 2.1.3 5918.00 5918.00 5918.00

5 2.2.3 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 1 15 2.2.3 6227.00 6227.00 6227.00

6 ADD FORMWORK FOR FOOTING Cum 1 15 2.2.3 6227.00 6227.00 8.00% 498.16 498.16

7 2.4.3 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 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 1 16 2.4.3 6227.00 6227.00 6227.00

8 ADD FORMWORK FOR PLINTH BEAM Cum 1 16 2.4.3 6227.00 6227.00 50.00% 3113.50 3113.50

9 2.4.3 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 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 1 16 2.4.3 6227.00 6227.00 6227.00

11 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 1 16 2.5.2 6734.00 6734.00 6734.00

13 5.1.1 Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 2 9 5.1.1 5585.00 5585.00 5585.00

14 1.9 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. Cum 1 7 1.9 266.00 266.00 266.00

15 2.11 Steel Fabrication 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. a. Buildings t 1 18 2.11 80195.00 80195.00 80195.00

16 2.1.4 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 20 mm nominal size graded crushed coarse aggregates Cum 1 15 2.1.4 6147.00 6147.00 6147.00

17 6.8 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. Cum 2 14 6.8 7948.00 7948.00 7948.00

18 11.34A Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding Kgs 2 86 11.34A 168.00 168.00 168.00

19 8.8 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry 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. Sqm 2 42 8.8 369.00 369.00 369.00

20 8.31 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives with pure Acrylic Resin, UV resistant, dirt & pick up resistant, Alkali & Water resistant of required shade: New work (Two coats applied @ 1.43 L/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 Sqm 2 46 8.31 178.00 178.00 178.00 178.00

21 8.40 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work 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. Sqm 2 48 8.40 115.00 115.00 115.00

Asst. Executive Engineer, Executive Engineer, Executive Engineer,

PWD.SUB DIVISION,KITTUR PWD. DIVISION, BELAGAVI PWD. DIVISION,BELAGAVI

Name of the Work: Construction of 1 No. of Judicial Officers Quarters at Kittur Belagavi District.

Detail Estimate

S.No Item Code Item Name Unit Quantity Rate Total

1 KSFIC.DWD -014 Teak Wood Nagin Model 3 Seater Sofa : Made out of Teak wood (Heavy Nagin Model) Back legs of size -2.3/4'x6 1/2"x1.5"-2 Nos. , Front Legs of size -6"x5"x5"-02 Nos., 1.1/4'x4"x2"-02 Nos., with Side patti-2'x4"x1.5". & Handle of - 2.1/4'x4"x2"-02 Nos. Base patti of -2.1/4'x3"x1.25" - 02 Nos., base length of 70"x3"x1.25"-01 No. & 70"x4"x1.5"-01 No., 4'x3"x1.5"-02 Nos. Seat & back pattis 2'x3"x3/4"-18/20 Nos. Teak wood reapers. Three Seater Sofa shall be neatly finished and polished. NOS 3 41,960.00 125880.00 6 251,760.00

2 KSFIC.DWD -018 Teak Wood Nagin Teapoy : Of size 3'x2'. Made out of Teak Wood leg size 3"x3" with carving. Top glass frame of size 3"x1.1/4" & 2"x 1.5" with 8mm tinted glass. Bottom magzine shelf required with 1.5'x3/4" pattis. Teapoy shall be neatly finished and polished. NOS 1 12,460.00 12460.00 251,760.00 297076.8

3 KSFIC.DWD -017 Teak Wood Side Teapoy : Size 1.3/4' x1.3/4 ' x1.5' made out of 2"x2" legs 2"x1.1/4" and 3"x1.1/4" side bars. Top with 8mm glass & reapers shelf with polish. NOS 1 8,340.00 8340.00

4 KSFIC.DWD 023 Teak Wood Carving Cot size 6'x7' : Made out of Teak wood cot Leg size 3" x 3", side bars (side runners) 5"x1.5" , Leg side height 18", head side height 33". Top to be 18mm ply/partical board. Bottom support patti 3"x2" jungle wood -4 Nos. Head and Leg side Teak wood patties with carving. Without Mosquito Frame. Cot shall be neatly finished and polished. NOS 3 73,150.00 219450.00

5 KSFIC.DWD 029 Bed Side Table: (Small) Teak wood bed side table of size H-18" X D-15" X W-18". Made out of 2"X2" teak wood legs. The side table should have one drawer and one door, made out of 18mm ply on the front side and all other three side covered with 12 mm ply with veneer. The top and bottom should be made out of 18mm ply, top with veneer. Inside painted along with all necessary hardware. NOS 6 7,840.00 47040.00 4 2 79.605

6 KSFIC.DWD 030 Teak Wood Square Leg Dinning Table : Of size 6'x3.5'. Made out of Teak wood leg size 4"x4". Table upper patti 4"x1.25". Top 18mm ply with sunmica or 12mm glass. NOS 1 36,200.00 36200.00 messmen 81.605 171.3705

7 SFIC.DWD - 071 Peacock Chair : (Standard company) Seat, and Back half cushion with Cloth or Rexin. NOS 10 4,570.00 45700.00

8 KSFIC.F-053 Teak Wood Officer Table : (Accounts Officer Table) Of size 7'x3'x30". Made out of 2.25"x2.25" Teak Wood legs. Table upper side patti 4"x1.25" and lower side 2"x1.25" and 12mm Commercial ply with 1mm laminate wherever visible. Table to have one drawer and one cupboard on either side. Along with one Key board. Doors and Drawers to be provided with SS handles and good quality locks and channels. NOS 1 41,860.00 41860.00

9 KSFIC.DWD -112 High Back Cushion Chair :- High back Chair with seat and back high quality feather touch Rexin. Arms with cushioning. Chair to have 5 caster wheel legs with Syncro Mechanisum. NOS 1 17,980.00 17980.00

10 KSFIC.DWD -074 Wardrobe : Made out of 18mm OSR PLPB ( Actiontesa or Century brand) /Ply with lamination. (One side raw Prelaminated particle board) on three sides and back of 12mm PLPB. Inner design should have drawers in the center with lock. Top 3 ft should be open with 1 hanger rod . Bottom portion should have 1 shelf or innerside or 3 or 4 Selves. Exterior to be finished with laminate. (Rate per Sqfeet) Sqft 285 2,100.00 598500.00 7.65 283.9833

11 20.22.2 Providing and fixing brass curtain rods of wall thickness 1.25 mm with two brass brackets fixed with brass screws and wooden plugs etc. wherever necessary complete.25 mm diameter m 17.5 629.00 11007.50 2.8 2.3 3.6 4.5 1.5 2.8 17.5

12 22.22 Providing & fixing Roller Blinds of reputed make 38mm round Aluminium channel with blackout fabric, telting with chain (Ball) system with all necessary fittings and fixtures as per direction of Engineer in charge m2 3.24 1,800.00 5832.00 1 3.24 3.24

13 22.24 Providing & fixing 100% Polyester Curtains with specification of regular wash as per direction of Engineer in charge m2 35.8 1,200.00 42960.00 5.04 4.14 6.48 8.1 4.2 7.84 35.8

14 22.29 Providing and supplying Pillow polyester fibre with good sleeping comfort of size 60cm x 40cm as per direction of engineer in charge NOS 8 150.00 1200.00

15 22.34 Providing & supplying 100% Polyester machine wash capable Blanket 80x90inches with calm and light colors as per direction of Engineer in charge of work NOS 6 1,800.00 10800.00

16 22.33 Providing & supplying 100% Polyester machine wash capable Blanket 66x90inches with calm and light colors as per direction of Engineer in charge of work NOS 6 1,600.00 9600.00

17 22.35 Providing and supplying King Size 6ft x 6ft Soft PU foam 5 inch thick mattress with better enhanced air circulation & breathability & sleeping comfort of size as per direction of engineer in charge NOS 3 12,000.00 36000.00

18 14.32.4 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing :Rectangular shape 1500x450 mm NOS 3 1,726.00 5178.00 1070

19 22.4 Providing and supplying Kitchen cabinet with 19mm thick one side Architect recommended decorative Acrylic Glossy or Matt finished laminate (1.5mm thick) and other side balancing lamination(preferably white) on factory pressed bwp grade marine ply as per IS 710 of approved brand . complete as per direction of engineer in-charge.(Payment of providing and fixing auto closing hinges shall be paid separately) m2 5.495 3,100.00 17034.50 5.495 5.495

20 22.6 Providing and supplying 19mm thick both side balancing lamination factory pressed BWP grade marine ply as per IS710 of approved brand boxes, shelves, racks, almirah, cupboard and drawer etc.including necessary nails,screws etc. complete as per direction of Engineer-in-charge. m2 21.929 1,100.00 24121.90 5.495 6.594 3.24 4.8 1.8 21.929

21 22.8 Labour & installation charges for BWP ply:BWR ply:HDHMR: MDF & Particle board work of any thickness applicable for all types of work m2 27.424 2,000.00 54848.00

22 22.10 Providing and fixing Stainless Steel 304 grade soft closing spring hinges at 0 degree hinges (hydraulic type) of approved make/brand to cupboard shutters with full threaded steel screws including making necessary recess in board and finished etc. complete as per direction of Engineer-in-charge. NO 16 400.00 6400.00 16

23 22.11 Providing and fixing stainless steel soft closing heavy type telescopic drawer channels of approved make 500 mm long with screws etc. complete as per directions of Engineer- in-char NO 12 260.00 3120.00

24 22.13 Providing and fixing ready made 304 grade stainless steel Modular kitchen basket and accessories such as right angle basket (Plain Cup & Saucer, plant, Partition, Bottle rack, Thali, Cutlery) kitchen utensil basket, Dinner set basket, kitchen grain basket, Multipurpose basket as per site requirement including finishing (wherever required) and fittings. The same shall be fixed with necessary stainless steel nuts & bolts, Stainless Steel screws & telescopic channel etc. as per direction of Engineer-incharge. (For payment purpose only weight of Stainless steel basket shall be considered excluding weight of all fixing accessories such as nuts, bolts, fasteners telescopic basket channels etc. Payment of providing and fixing telescopic channel shall be paid separately ) NO 6 3,500.00 21000.00

25 22.15.1 Providing and fixing stainless steel Fixtures conforming to 304 graded steel as per direction of engineer in charge SS Handles 200mm NO 14 450.00 6300.00

26 22.38 Providing & supplying Tumbler holder of Stainless steel 304 grade as per direction of Engineer in charge of work NO 4 415.00 1660.00

27 22.43 Providing & supplying Napkin holder of radius made of Stainless steel 304 grade as per direction of Engineer in charge of work NO 10 80.00 800.00

28 22.45 Providing & supplying plastic bucket of 25 L & Mug of 1.5 L capacity in sets as per direction of Engineer in charge of work set 5 95.00 475.00

29 22.46 Providing & supplying Gas (LpG) cylinder holder made of good quality plastic as per direction of Engineer in charge of work No 1 50.00 50.00

30 22.49 Providing & fixing upvc ventilator with Exhaust Turbo speed fan with 5 blades (300mm x 300 mm & above sized fan) with copper motor having mounting arrangements as per direction of Engineer in charge of work No 5 1,950.00 9750.00

31 14.85 Providing and fixing Liquid soap dispenser made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class. b Premium No 3 3,815.00 11445.00

32 14.92 14.92 Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class b Premium No 12 2,121.00 25452.00

Asst. Executive Engineer, Executive Engineer

PWD,Sub Division Kittur . PWD Division, Belagavi.

Name of the Work: Construction of 1 No. of Judicial Officers Quarters at Kittur Belagavi District.

It.No. Description of items. Unit Volume Page No Item No Basic Rate S.R 2024-25 Area Weightage 3 % Total - 1

1 Teak Wood Nagin Model 3 Seater Sofa : Made out of Teak wood (Heavy Nagin Model) Back legs of size -2.3/4'x6 1/2"x1.5"-2 Nos. , Front Legs of size -6"x5"x5"-02 Nos., 1.1/4'x4"x2"-02 Nos., with Side patti-2'x4"x1.5". & Handle of - 2.1/4'x4"x2"-02 Nos. Base patti of -2.1/4'x3"x1.25" - 02 Nos., base length of 70"x3"x1.25"-01 No. & 70"x4"x1.5"-01 No., 4'x3"x1.5"-02 Nos. Seat & back pattis 2'x3"x3/4"-18/20 Nos. Teak wood reapers. Three Seater Sofa shall be neatly finished and polished. NOS - 1 KSFIC.DWD -014 41960.00 0.00 41960.00

2 Teak Wood Nagin Teapoy : Of size 3'x2'. Made out of Teak Wood leg size 3"x3" with carving. Top glass frame of size 3"x1.1/4" & 2"x 1.5" with 8mm tinted glass. Bottom magzine shelf required with 1.5'x3/4" pattis. Teapoy shall be neatly finished and polished. NOS - 2 KSFIC.DWD -018 12460.00 0.00 12460.00

3 Teak Wood Side Teapoy : Size 1.3/4' x1.3/4 ' x1.5' made out of 2"x2" legs 2"x1.1/4" and 3"x1.1/4" side bars. Top with 8mm glass & reapers shelf with polish. NOS - 2 KSFIC.DWD -017 8340.00 0.00 8340.00

4 Teak Wood Carving Cot size 6'x7' : Made out of Teak wood cot Leg size 3" x 3", side bars (side runners) 5"x1.5" , Leg side height 18", head side height 33". Top to be 18mm ply/partical board. Bottom support patti 3"x2" jungle wood -4 Nos. Head and Leg side Teak wood patties with carving. Without Mosquito Frame. Cot shall be neatly finished and polished. NOS - 2 KSFIC.DWD 023 73150.00 0.00 73150.00

5 Bed Side Table: (Small) Teak wood bed side table of size H-18" X D-15" X W-18". Made out of 2"X2" teak wood legs. The side table should have one drawer and one door, made out of 18mm ply on the front side and all other three side covered with 12 mm ply with veneer. The top and bottom should be made out of 18mm ply, top with veneer. Inside painted along with all necessary hardware. NOS - 2 KSFIC.DWD 029 7840.00 0.00 7840.00

6 TeakWood Square Leg Dinning Table : Of size 6'x3.5'. Made out of Teak wood leg size 4"x4". Table upper patti 4"x1.25". Top 18mm ply with sunmica or 12mm glass. NOS - 2 KSFIC.DWD 030 36200.00 0.00 36200.00

7 Peacock Chair : (Standard company) Seat, and Back half cushion with Cloth or Rexin. NOS - 5 SFIC.DWD - 071 4570.00 0.00 4570.00

8 Teak Wood Officer Table : (Accounts Officer Table) Of size 7'x3'x30". Made out of 2.25"x2.25" Teak Wood legs. Table upper side patti 4"x1.25" and lower side 2"x1.25" and 12mm Commercial ply with 1mm laminate wherever visible. Table to have one drawer and one cupboard on either side. Along with one Key board. Doors and Drawers to be provided with SS handles and good quality locks and channels. NOS - 4 KSFIC.F-053 41860.00 0.00 41860.00

9 High Back Cushion Chair :- High back Chair with seat and back high quality feather touch Rexin. Arms with cushioning. Chair to have 5 caster wheel legs with Syncro Mechanisum. NOS - 8 KSFIC.DWD -112 17980.00 0.00 17980.00

10 Wardrobe : Made out of 18mm OSR PLPB ( Actiontesa or Century brand) /Ply with lamination. (One side raw Prelaminated particle board) on three sides and back of 12mm PLPB. Inner design should have drawers in the center with lock. Top 3 ft should be open with 1 hanger rod . Bottom portion should have 1 shelf or innerside or 3 or 4 Selves. Exterior to be finished with laminate. (Rate per Sqfeet) Sqft - 5 KSFIC.DWD -074 2100.00 0.00 2100.00

11 Providing and fixing brass curtain rods of wall thickness 1.25 mm with two brass brackets fixed with brass screws and wooden plugs etc. wherever necessary complete.25 mm diameter m 2 199 20.22.2 629.00 0.00 629.00

12 Providing & fixing Roller Blinds of reputed make 38mm round Aluminium channel with blackout fabric, telting with chain (Ball) system with all necessary fittings and fixtures as per direction of Engineer in charge m2 2 219 22.22 1800.00 0.00 1800.00

13 Providing & fixing 100% Polyester Curtains with specification of regular wash as per direction of Engineer in charge m2 2 219 22.24 1200.00 0.00 1200.00

14 Providing and supplying Pillow polyester fibre with good sleeping comfort of size 60cm x 40cm as per direction of engineer in charge NOS 2 220 22.29 150.00 0.00 150.00

15 Providing & supplying 100% Polyester machine wash capable Blanket 80x90inches with calm and light colors as per direction of Engineer in charge of work NOS 2 220 22.34 1800.00 0.00 1800.00

16 Providing & supplying 100% Polyester machine wash capable Blanket 66x90inches with calm and light colors as per direction of Engineer in charge of work NOS 2 220 22.33 1600.00 0.00 1600.00

17 Providing and supplying King Size 6ft x 6ft Soft PU foam 5 inch thick mattress with better enhanced air circulation & breathability & sleeping comfort of size as per direction of engineer in charge NOS 2 220 22.35 12000.00 0.00 12000.00

18 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing :Rectangular shape 1500x450 mm NOS 2 220 14.32.4 1726.00 0.00 1726.00

19 Providing and supplying Kitchen cabinet with 19mm thick one side Architect recommended decorative Acrylic Glossy or Matt finished laminate (1.5mm thick) and other side balancing lamination(preferably white) on factory pressed bwp grade marine ply as per IS 710 of approved brand . complete as per direction of engineer in-charge.(Payment of providing and fixing auto closing hinges shall be paid separately) m2 2 217 22.4 3100.00 0.00 3100.00

20 Providing and supplying 19mm thick both side balancing lamination factory pressed BWP grade marine ply as per IS710 of approved brand boxes, shelves, racks, almirah, cupboard and drawer etc.including necessary nails,screws etc. complete as per direction of Engineer-in-charge. m2 2 217 22.6 1100.00 0.00 1100.00

21 Labour & installation charges for BWP ply:BWR ply:HDHMR: MDF & Particle board work of any thickness applicable for all types of work m2 2 218 22.8 2000.00 0.00 2000.00

22 Providing and fixing Stainless Steel 304 grade soft closing spring hinges at 0 degree hinges (hydraulic type) of approved make/brand to cupboard shutters with full threaded steel screws including making necessary recess in board and finished etc. complete as per direction of Engineer-in-charge. NO 2 218 22.10 400.00 0.00 400.00

23 Providing and fixing stainless steel soft closing heavy type telescopic drawer channels of approved make 500 mm long with screws etc. complete as per directions of Engineer- in-char NO 2 218 22.11 260.00 0.00 260.00

24 Providing and fixing ready made 304 grade stainless steel Modular kitchen basket and accessories such as right angle basket (Plain Cup & Saucer, plant, Partition, Bottle rack, Thali, Cutlery) kitchen utensil basket, Dinner set basket, kitchen grain basket, Multipurpose basket as per site requirement including finishing (wherever required) and fittings. The same shall be fixed with necessary stainless steel nuts & bolts, Stainless Steel screws & telescopic channel etc. as per direction of Engineer-incharge. (For payment purpose only weight of Stainless steel basket shall be considered excluding weight of all fixing accessories such as nuts, bolts, fasteners telescopic basket channels etc. Payment of providing and fixing telescopic channel shall be paid separately ) NO 2 218 22.13 3500.00 0.00 3500.00

25 Providing and fixing stainless steel Fixtures conforming to 304 graded steel as per direction of engineer in charge SS Handles 200mm NO 2 218 22.15.1 450.00 0.00 450.00

26 Providing & supplying Tumbler holder of Stainless steel 304 grade as per direction of Engineer in charge of work NO 2 220 22.38 415.00 0.00 415.00

27 Providing & supplying Napkin holder of radius made of Stainless steel 304 grade as per direction of Engineer in charge of work NO 2 221 22.43 80.00 0.00 80.00

28 Providing & supplying plastic bucket of 25 L & Mug of 1.5 L capacity in sets as per direction of Engineer in charge of work set 2 221 22.45 95.00 0.00 95.00

29 Providing & supplying Gas (LpG) cylinder holder made of good quality plastic as per direction of Engineer in charge of work No 2 221 22.46 50.00 0.00 50.00

30 Providing & fixing upvc ventilator with Exhaust Turbo speed fan with 5 blades (300mm x 300 mm & above sized fan) with copper motor having mounting arrangements as per direction of Engineer in charge of work No 2 221 22.49 1950.00 0.00 1950.00

31 Providing and fixing Liquid soap dispenser made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class. b Premium No 2 144 14.85 3815.00 0.00 3815.00

32 14.92 Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class b Premium No 2 145 14.92 2121.00 0.00 2121.00

Asst. Executive Engineer, Executive Engineer

PWD,Sub Division Kittur . PWD Division, Belagavi.

Name of the Work: Construction of 1 No. of Judicial Officers Quarters at Kittur Belagavi District.

It.No. Description of items. Qty Unit Rate Amount

1 1.14.1 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 20.25 Cum 102.00 2066.00

2 2.1.3 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 2.62 Cum 5918.00 15499.00

3 2.2.3 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 2.52 Cum 6227.00 15692.00

4 Form Work for footing 2.52 Cum 498.16 1255.00

5 2.4.3 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 1.16 Cum 6227.00 7223.00

6 Form Work for Column 1.16 Cum 4358.90 5056.00

7 2.4.3 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.16 Cum 6227.00 13453.00

8 Form Work for Plinth beam 2.16 Cum 3113.50 6726.00

9 2.11 Steel FabricationSupplying, 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 a. Buildings 0.38 T 80195.00 30461.00

10 1.9 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. 14.41 CUM 266.00 3833.00

11 11.16.2 Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. 1155.00 KG 147.00 169785.00

12 7.1.1 Providing & fixing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete as per design drawings (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required as per the direction of Engineer in charge. 38.50 Sqm 879.00 33842.00

13 8.40 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work 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. 43.64 Cum 115.00 5019.00

14 7.38 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 13.20 Sqm 568.00 7498.00

15 9.8.6 Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. HDPE Grade PE100-PN 3.0,125mm dia 16.00 M 269.00 4304.00

16 1.8 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. 56.67 CUM 474.00 26863.00

17 4.1 401A (V) Plant Mix Method .Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. For Grading -V Material 56.67 CUM 2487.00 140944.00

18 6.8.2 IRC SP 63:2018 Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification). 198.81 Sqm 1161.00 230815.00

Asst. Executive Engineer, Executive Engineer,

PWD,SUB DIVISION,Kittur PWD,DIVISION,Belagavi

Name of the Work: Construction of 1 No. of Judicial Officers Quarters at Kittur Belagavi District.

CONSTRUCTION OF PARKING

It.No. Description of items. No. L. B. D Qty. Unit

1 1.14.1 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

Excavation For Column Footing in Hard soil

Total 20.25 Cum

2 2.1.3 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

P.C.C For Column Footing

P.C.C Bellow Plinth Beam

Total up to date Quantity after deduction :- 2.62 Cum

3 2.2.3 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

R.C.C For Column Footing

4 Form Work for footing

8% OF ABOVE ITEM 2.52 Cum

5 2.4.3 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

R.C.C For Column Pedistial

6 Form Work for Column

70% OF ABOVE ITEM 1.16 Cum

7 2.4.3 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

R.C.C For Plinth Beam

Total up to date Quantity after deduction :- 2.16 Cum

8 Form Work for Plinth beam

70% OF ABOVE ITEM 2.16 Cum

9 2.11 Steel FabricationSupplying, 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 a. Buildings

RCC For Column Footing 2.52 50.00 Kgs Per Cum 126.00

R.C.C For Column Pedistial 1.16 170.00 Kgs Per Cum 197.20

R.C.C For Plinth Beam 0.47 120.00 Kgs Per Cum 56.64

Total up to date Quantity :- 0.38 Tone

10 1.9 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.

Murrum Filling up to ground level

Quantity Vide as Per Item No 2 20.25

Murrum Filling up to Plinth 20.25

PCC for Column Footing Qty 1.69

RCC For Column Footing Qty 2.52

RCC For Column up to Plinth Qty 1.16

RCC For Plinth Beam Qty 0.47

Total up to date Quantity after deduction :- 14.41 Cum

11 11.16.2 Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.

Shelter Area 1 7.00 5.50 = 38.50

Total up to date Quantity :- = 38.50 Sqm

Say 266 X 30 Kg Per Sqm :- = 1155.00 Kgs

12 7.1.1 Providing & fixing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete as per design drawings (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required as per the direction of Engineer in charge.

Shelter Area 1 7.00 5.50 38.50

Total up to date Quantity :- 38.50 Sqm

13 8.40 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work 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.

Shelter Area 1 7.00 5.00 35.00

Vertical Sq Pipe 100X100 6 3.60 0.40 8.64

Total up to date Quantity :- 43.64 Sqm

14 7.38 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.

Total up to date Quantity :- 13.20 Sqm

15 9.8.6 Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. HDPE Grade PE100-PN 3.0,125mm dia

Total 16.00 Mtr

16 1.8 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.

FRONT PAVERS 1 24 5.1 0.3 = 36.72

Total up to date Quantity :- = 56.67 CUM

17 4.1 401A (V) Plant Mix Method .Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. For Grading -V Material

FRONT PAVERS 1 24 5.1 0.3 = 36.72

18 6.8.2 IRC SP 63:2018 Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification).

FRONT PAVERS 1 24 5.1 = 122.40

SIDES RIGHT 1 7.475 1.35 = 10.09

BACK PAVERS 1 6.415 1.885 = 12.09

ENTRY PAIL 1 1.5 3.3 = 4.95

Total up to date Quantity :- = 198.81 SQM

Asst. Executive Engineer, Executive Engineer,

PWD Sub Division,Kittur PWD,DIVISION,Belagavi

Name of the Work: Construction of 1 No. of Judicial Officers Quarters at Kittur Belagavi District.

It.No Description of items. Unit Volume Page No Item No Basic Rate SR 2024-25 Diffrence in cost Total Area Weightage % Rate For G.F

FORMWORK % Rate Amount

1 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 1 8 1.14.1 102.00 102.00 102.00

2 2.1.3 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 Cum 1 15 2.1.3 5918.00 5918.00 5918.00

3 2.2.3 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 1 15 2.2.3 6227.00 6227.00 6227.00

4 Form Work for footing Cum 1 15 2.2.3 6227.00 8% 498.16 498.16 498.16

5 2.4.3 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 1 16 2.4.3 6227.00 6227.00 6227.00

7 2.4.3 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 1 16 2.4.3 6227.00 6227.00 6227.00

8 Form Work for Plinth beam Cum 1 16 2.4.3 6227.00 50% 3113.50 3113.50 3113.50

9 2.11 Steel FabricationSupplying, 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 a. Buildings T 1 18 2.11 A 80195.00 80195.00 80195.00

10 1.9 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. CUM 1 7 1.9 266.00 266.00 266.00

11 11.16.2 Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. KG 2 82 11.16.2 147.00 147.00 147.00

12 7.1.1 Providing & fixing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete as per design drawings (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required as per the direction of Engineer in charge. Sqm 2 20 7.1.1 879.00 879.00 879.00

13 8.40 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work 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. Cum 2 48 8.40 115.00 115.00 115.00

14 7.38 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. Sqm 2 26 7.38 568.00 568.00 568.00

15 9.8.6 Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. HDPE Grade PE100-PN 3.0,125mm dia M 5 100 9.8.6 269.00 269.00 269.00

16 1.8 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. CUM 1 100 1.8 474.00 474.00 474.00

17 4.1 401A (V) Plant Mix Method .Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. For Grading -V Material CUM 3 23 4.1 2487.00 2487.00 2487.00

18 6.8.2 IRC SP 63:2018 Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification). Sqm 3 51 6.8.2 1161.00 1161.00 1161.00

Asst. Executive Engineer, Executive Engineer,

PWD,SUB DIVISION, Kittur PWD,DIVISION,Belagavi

Name of the Work: Construction of 1 No. of Judicial Officers Quarters at Kittur Belagavi District.

MEASUREMENT SHEET (Plumbing and Sanitary Works)

It.No. Description of items. Qty. Unit

WATER SUPPLY SANITORY

1 1176 3707 PVC pipe - OD 25mm and 10 Kg/sqcm m

Ground Floor 1 80.00 80.00

2 1178 3708 PVC pipe - OD 32mm and 10 Kg/sqcm m

3 13.34 Providing and placing on terrace, polyethylene water storage tanks with manhole lid and suitable locking arrangements, making holes of suitable diameter for inlet, outlet and over flow pipes, including cost of all materials, labour, transport charges, HOM of equipments and testing complete as per specifications

4 13.6.4.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) :50 mm nominal bore-HORIZONTAL

5 13.3.1 Providing and fixing brass stop cock of approved quality :15 mm nominal bore

Ground Floor 6 6.00

6 13.6.2.2Providing and fixing gun metal non- return valve of approved quality (screwed end) :32 mm nominal bore

7 1.6.1 Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work.In all kinds of soils. Depth upto 1.50m

Drainage line 30.00 0.45 0.75 10.13

8 1161 5899 Poly Propylene Random Co-ploymer (PPR) pipe with fitting SDR 7.4 -50 mm Outer dia m

9 14.3.1 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid

Ground Floor 4 4

10 14.7.3 White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps

Ground Floor 5 5

First Floor 5 5

Second Floor 5 5

11 14.31Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.

Ground Floor 4 4

12 14.40.2 600 mm long towel rail with total length of 645 mm, 78 mm wide and effective height of 88 mm, weighing not less than 190 g.

Ground Floor 4 4

13 13.46 Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors: 100 mm inlet and 75mm outlet, hubless centrifugally cast (spun) iron epoxy coated inside and outside IS: 15905

Ground Floor 5 5

14 K030 D Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used. For Grade PE80 PN6.0 :3.4 K030D HDPE Grade PE80-PN10.0,110mm dia m 490.

15 T-130A Constructing brick masonry chamber of internal dimension 600x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover

16 T-130C Constructing brick masonry chamber of internal dimension 450x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover..

17 Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement & the cost of cutting chases & making good the same including testing of joints complete. (Concealed work including cutting chases and good the walls etc.) 20mm nominal OD pipes

Ground Floor 1 60.00 60.00

18 Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778 having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings, this includes jointing of pipes and fittings with one step solvent cement, trenching, refilling & testing of joints complete. (external work). 25mm nominal OD pipes

Ground Floor 1 80.00 80.00

19 1171 3713 PVC pipe - OD 110mm and 6 Kg/sqcm m

Ground Floor 1 50.00 50.00

20 1204 5828 PVC pipes of 8 Kg/cm2 for 75mm(0.917)m

Ground Floor 1 50.00 50.00

Asst. Executive Engineer, Executive Engineer,

PWD,SUB DIVISION , Khanapur PWD,DIVISION, Belagavi

Name of the Work: Construction of 1 No. of Judicial Officers Quarters at Kittur Belagavi District.

WATER SUPPLY SANITORY

It.No. Description of items. Qty Unit Rate Amount

1 1176 3707 PVC pipe - OD 25mm and 10 Kg/sqcm m 80.00 #REF! #REF! #REF!

2 1178 3708 PVC pipe - OD 32mm and 10 Kg/sqcm m 90.00 #REF! #REF! #REF!

3 13.34 Providing and placing on terrace, polyethylene water storage tanks with manhole lid and suitable locking arrangements, making holes of suitable diameter for inlet, outlet and over flow pipes, including cost of all materials, labour, transport charges, HOM of equipments and testing complete as per specifications 4000 #REF! #REF! #REF!

4 13.6.4.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) :50 mm nominal bore-HORIZONTAL 2 #REF! #REF! #REF!

5 13.3.1 Providing and fixing brass stop cock of approved quality :15 mm nominal bore 6 #REF! #REF! #REF!

6 13.6.2.2Providing and fixing gun metal non- return valve of approved quality (screwed end) :32 mm nominal bore 5 #REF! #REF! #REF!

7 1.6.1 Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work.In all kinds of soils. Depth upto 1.50m 10.13 #REF! #REF! #REF!

8 1161 5899 Poly Propylene Random Co-ploymer (PPR) pipe with fitting SDR 7.4 -50 mm Outer dia m 110.00 #REF! #REF! #REF!

9 14.3.1 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid 4 #REF! #REF! #REF!

10 14.7.3 White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps 15 #REF! #REF! #REF!

11 14.31Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 4 #REF! #REF! #REF!

12 14.40.2 600 mm long towel rail with total length of 645 mm, 78 mm wide and effective height of 88 mm, weighing not less than 190 g. 4 #REF! #REF! #REF!

13 13.46 Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors: 100 mm inlet and 75mm outlet, hubless centrifugally cast (spun) iron epoxy coated inside and outside IS: 15905 15 each #REF! 3862.50

14 K030 D Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used. For Grade PE80 PN6.0 :3.4 K030D HDPE Grade PE80-PN10.0,110mm dia m 490. 60.00 #REF! #REF! #REF!

15 T-130A Constructing brick masonry chamber of internal dimension 600x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover 4 #REF! #REF! #REF!

16 T-130C Constructing brick masonry chamber of internal dimension 450x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover.. 6 #REF! #REF! #REF!

17 Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement & the cost of cutting chases & making good the same including testing of joints complete. (Concealed work including cutting chases and good the walls etc.) 20mm nominal OD pipes 60.00 #REF! #REF! #REF!

18 Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778 having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings, this includes jointing of pipes and fittings with one step solvent cement, trenching, refilling & testing of joints complete. (external work). 25mm nominal OD pipes 80.00 #REF! #REF! #REF!

19 1171 3713 PVC pipe - OD 110mm and 6 Kg/sqcm m 50.00 #REF! #REF! #REF!

20 1204 5828 PVC pipes of 8 Kg/cm2 for 75mm(0.917)m 50.00 #REF! #REF! #REF!

Asst. Executive Engineer, Executive Engineer,

PWD,SUB DIVISION , Khanapur PWD,DIVISION, Belagavi

Name of Work : Providing Internal Electrical Installation, Air Conditioning, UPS and Other Related works for the 3 Judical Quarters Building (GF, FF and SF) at Athani, District Belagavi.

RECAPITULATION SHEET

Sl.no. Description Amount

1 Internal Electrical Installation and Air Conditioning, UPS and Other Related works 1800000.00

Grand Total = 1800000.00

Asst. Executive Engineer, Executive Engineer,

PWD,SUB DIVISION , ATHANI PWD,DIVISION,CHIKODI

Name of Work : Providing Internal Electrical Installation to proposed 3 Judicial Quarters Building at Athani, District Belagavi. (Ground Floor , First floor & Second floor ) Dr. No. 13831/R1

Detail Estimate

Order Item Code Category Details Item Name Unit Quantity Rate(INR) Total(INR)

1 1.2.1 Concealed Conduit System :Supplying heavy gauge PVC conduit pipe ...... mm dia..........mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary - 19/20mm dia 2mm thick Mtr 700 40.00 28000.00

2 1.2.2 Concealed Conduit System :Supplying heavy gauge PVC conduit pipe ...... mm dia..........mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary - 25mm dia 2mm thick Mtr 600 53.00 31800.00

3 1.2.3 Concealed Conduit System :Supplying heavy gauge PVC conduit pipe ...... mm dia..........mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary - 32mm dia 2.5mm thick Mtr 20 83.00 1660.00

4 1.3.1 Supplying heavy gauge PVC Conduit Pipe .... dia ....... mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary. - 19/20mm dia 2mm thick Mtr 240 51.00 12240.00

5 1.3.2 Supplying heavy gauge PVC Conduit Pipe .... dia ....... mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary. - 25mm dia 2mm thick Mtr 300 54.00 16200.00

6 1.3.3 Supplying heavy gauge PVC Conduit Pipe .... dia ....... mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary. - 32mm dia 2.5mm thick Mtr 120 81.00 9720.00

7 2.2.1 Point wiring using Copper wire without switch. Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. - Short point upto 3Mtr from tapping point to out let via switch box Point 40 160.00 6400.00 60

8 2.2.2 Point wiring using Copper wire without switch. Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. - Medium point above 3Mtr upto 6Mtr from tapping point to out let via switch box Point 60 250.00 15000.00 105

9 2.2.3 Point wiring using Copper wire without switch. Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. - Long point above 6Mtr upto 10Mtr from tapping point to out let via switch box Point 100 375.00 37500.00 144

10 2.3.2 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments.The following additional tests are compulsory either to be conducted at works or independent lab with witness by inspecting authority.Additional Tests for FRLS-Applicable Standard Oxygen Index -IS 694-1990, Clause 16.8 Temperature Index -IS 694-1990, Clause 16.13 Smoke Density -IS 694-1990, Clause 16.14 Test for Halogen Acid Gas evaluation -IS 694-1990, Clause 16.12 - 1.5 sqmm Mtr. 800 20.50 16400.00

11 2.3.3 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments.The following additional tests are compulsory either to be conducted at works or independent lab with witness by inspecting authority.Additional Tests for FRLS-Applicable Standard Oxygen Index -IS 694-1990, Clause 16.8 Temperature Index -IS 694-1990, Clause 16.13 Smoke Density -IS 694-1990, Clause 16.14 Test for Halogen Acid Gas evaluation -IS 694-1990, Clause 16.12 - 2.5 sqmm Mtr. 800 32.00 25600.00

12 2.3.4 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments.The following additional tests are compulsory either to be conducted at works or independent lab with witness by inspecting authority.Additional Tests for FRLS-Applicable Standard Oxygen Index -IS 694-1990, Clause 16.8 Temperature Index -IS 694-1990, Clause 16.13 Smoke Density -IS 694-1990, Clause 16.14 Test for Halogen Acid Gas evaluation -IS 694-1990, Clause 16.12 - 4 sqmm Mtr. 600 45.00 27000.00

13 2.3.5 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments.The following additional tests are compulsory either to be conducted at works or independent lab with witness by inspecting authority.Additional Tests for FRLS-Applicable Standard Oxygen Index -IS 694-1990, Clause 16.8 Temperature Index -IS 694-1990, Clause 16.13 Smoke Density -IS 694-1990, Clause 16.14 Test for Halogen Acid Gas evaluation -IS 694-1990, Clause 16.12 - 6 sqmm Mtr. 200 70.00 14000.00

14 2.3.6 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments.The following additional tests are compulsory either to be conducted at works or independent lab with witness by inspecting authority.Additional Tests for FRLS-Applicable Standard Oxygen Index -IS 694-1990, Clause 16.8 Temperature Index -IS 694-1990, Clause 16.13 Smoke Density -IS 694-1990, Clause 16.14 Test for Halogen Acid Gas evaluation -IS 694-1990, Clause 16.12 - 10 sqmm Mtr. 80 115.00 9200.00

15 3.4.1 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall - 1-3Way Each 30 95.00 2850.00

16 3.4.3 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall - 6Way Each 40 125.00 5000.00

17 3.4.4 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall - 8Way Each 20 145.00 2900.00

18 3.4.5 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall - 10-12Way Each 10 165.00 1650.00

19 3.5.1 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. - 1 to 3 Module Each 30 110.00 3300.00

20 3.5.3 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. - 6 Module Each 40 175.00 7000.00

21 3.5.4 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. - 8 Module Each 20 200.00 4000.00

22 3.5.5 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. - 10-12 Module Each 10 230.00 2300.00

23 3.6.1 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. - 6Amps one way Switch Each 415 70.00 29050.00

24 3.6.2 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. - 6Amps Two way Switch Each 6 95.00 570.00

25 3.6.3 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. - 6Amps 3way socket Each 210 105.00 22050.00

26 3.6.4 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. - Stepped Fan Regulator. Each 27 290.00 7830.00

27 3.6.8 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. - 16Amps one way switch Each 24 115.00 2760.00

28 3.6.9 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. - 6Amps Bell push Each 3 96.00 288.00

29 3.6.11 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. - 6/16Amps universal socket Each 24 162.00 3888.00

30 3.8 Supplying 4mm thick plastic sheet with necessary nitches for fixing switches, regulators etc , and fixing on existing wooden or metal box using N.F. screws. SqCm 18000 0.27 4860.00

31 3.14.6 Supplying and fixing/replacing of 6/16/32Amps electrical accessories on existing switch board. - 6 Amps lamp holder No 105 58.00 6090.00

32 1.9.1 Supplying PVC/GI flexible conduit pipe .... mm dia fixing on surface over inverted tapered wooden plugs or phill plugs or rawl plugs and clamped using heavy gauge saddles at an interval of 300mm using NF screws and on either end of the pipe terminated completely - 20mm Mtr 30 22.00 660.00

33 1.9.2 Supplying PVC/GI flexible conduit pipe .... mm dia fixing on surface over inverted tapered wooden plugs or phill plugs or rawl plugs and clamped using heavy gauge saddles at an interval of 300mm using NF screws and on either end of the pipe terminated completely - 25mm Mtr 30 28.00 840.00

34 12.11.4 Supplying & fixing of retrofit type - LED bulb ...... W with OPAL acrylic diffuser comprising of LED source with CCT 6500 degree K, CRI> 70%. efficacy >80 lumen per watt, life> 25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 & LM 80. The LED are driven by HF electronic driver integrated in the system, with PF > 0.95, power loss should < 5% of lamp wattage., short circuit & open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to 275 volts. BIS Approved and Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition. - 9W, 6500K Each 45 115.00 5175.00

35 12.3.3 Supplying of .....feet -PVC Batten with integrated LED tube .... W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI > 80. Power Input: 220-240V@ 50/60Hz & Power factor >0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. - LED light fitting 2 x 4' - 20 /22 w Each 45 625.00 28125.00

36 12.6.2 Supplying of recess mounting non integral type ........ LED w luminaire comprising of pressure decast/extruded aluminium housing, with spring loaded false ceiling clamps, Power LEDs with CCT 6500 degree K, CRI> 70%. efficacy > 100 lumen per watt, 120degree beam spread, life> 25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 & LM 80. The lamp compartment is enclosed with anti glare opal diffuser which enhances the lighting level LEDs are driven by HF electronic driver integrated in a separate control gear assembly., with PF > 0.95, power loss should< 5% of lamp wattage., short circuit & open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to 275 volts. BIS Approved and Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition. - LED modular down light 2'x2' /1' X 4' 34 -36watt No 12 5200.00 62400.00

37 12.8.3 LED Street light : .Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, maximum light intensity should be between 60 degrees to 70 degrees. CCT > 5500K, IP66 optical and electrical compartment & impact resistance of complete luminaire > IK08. Power Factor >0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with ........W System Power consumption. LED Efficiency>1301m/w, nominal CRI >75. Luminaire manufacturer should have in-house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008. Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/ Lumileds/Osram make LED Source. - LED Streetlight 70 Watts No 4 5480.00 21920.00

38 7.2.2 Supplying of 1440rpm heavy duty exhaust fan with bracket blades suitable to operate on 230V 50Hz, AC Supply complete. - 15" Sweep (450mm) Each 15 4000.00 60000.00

39 7.4.1 Supplying of Ceiling Fan with Capacitor rating As per guideline of BEE 5 star rating and IS:374/79 and also comply with IS: 1709/1984 with latest amendment, Rated voltage 220 V/50 Hz, Rated power input 48 W +/- 10 %, Rated current As per IS:374/79, Rated power factor 0.9 lagging(min), Rated speed 350 +/- 10% RPM, Rated air delivery 210 +/- 10% Cubic Meter Minimum, Rated service value 4.2 CMM / Watt, Three Blades of blade leaf 1.05 mm thick Aluminium Alloy sheet, Class B motor insulation, Bearing Two ball bearings, Top 6202, Bottom 6201, as per IS specification, Motor winding. Temp rise Shall not exceed 75 deg C over and ambient of 40 °C by resistance method at 245 Volts, Insulation resistance Shall not be less than Two Mega Ohms (2M Ohms), Leakage current Should not exceed 210 Micro Amp, Power input, watt& current, Air Delivery & Fan Speed as per IS:374/1979 with latest amendment, 2 year manufacturer Warranty. - 48" Sweep 5 Star (1200mm) Each 27 2900.00 78300.00

40 14.1.2 Supplying and Fixing of........mm dia class A GI pipe bracket up to 2 Mtrs long bent at suitable angle and fixing to this bracket 1x40/2x40 watts fluorescent tube street light fitting of all capacities to GI or GI or rail or RCC pole / wall using suitable clamps, bolts, and nuts and wiring using suitable capacity wires. - Using 32mm dia G.I.Pipe Each 4 835.00 3340.00

41 14.7.1 Fixing all types and all capacities of fluorescent /false ceiling / spot light / CFL / LED fittings indoor on the wall/ ceiling / rafters / girders using 23/0.0076" twin twisted PVC insulated wires, required Nos of round blocks and clamps. - On wall/ ceiling / Rafter / Girders Each 102 110.00 11220.00

42 14.9 Fixing a ceiling /wall mounting fan of all capacities and all types, with necessary clamps and 'S' hook made out of 15mm dia MS rod, with 5 amps. ceiling rose of approved quality with necessary length of 23/0.0076 inch PVC insulated twin twisted wire of approved quality, mounted on a suitable size wooden board and wired. Each 27 260.00 7020.00

43 14.1 Extra length of GI pipe of class B 19mm dia for down rod. Mtr. 27 160.00 4320.00

44 5.7.4 Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers. - 100Amps Each 3 349.00 1047.00

45 5.14.1 Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuit with thermal Magnetic/Micro processor release and Earth Fault as per IS-13947. (Icu=lcs) THREE POLE FOUR POLE - 100Amps 25kA. Each 1 4530.00 4530.00

46 5.15 Supplying and fixing of Shunt trip suitable for MCCB.CBCT Each 1 1400.00 1400.00

47 5.17.1 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. - 6-32Amps SP Each 36 434.00 15624.00

48 5.17.4 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. - 6-32Amps DP Each 36 909.00 32724.00

49 5.17.7 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. - 6-32Amps TPN Each 3 1715.00 5145.00

50 5.17.8 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. - 40 Amps TPN Each 3 2374.00 7122.00

51 5.18.11 Supplying and fixing regular MCB distribution boards on wall/ood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase/3 phase/single door with powder coated painting Made out of 14 SWG MS enclosure. 1- Single Door II -Double Door Ill -Double Door - 8Way TP &N Each 3 3850.00 11550.00

52 5.19.1 Supplying, fixing and wiring Residual current circuit breaker (RCCB) 240/450V up to 300mA sensitivity on existing wood/ panel board. - 16 Amps 2 pole Each 12 3100.00 37200.00

53 5.21 Supplying, fixing and wiring earth leakage relay with core balanced current transformer suitable for single phase 50 Hz AC with latest microcontroller based, digital readout of percentage leakage current, programmable delay/auto/ manual reset facility suitable to mount on DIN rail/ flush mounting on panel board. Each 1 7700.00 7700.00

54 5.26 Supplying, fixing and wiring 0 to 1500amps CT operated AC analog type Ammeter without CT Each 3 402.00 1206.00

55 5.29 Supplying, fixing and wiring 3 Phase Digital Ammeter / Voltmeter Each 1 1185.00 1185.00

56 5.38 Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440VAC. 50 Hz 12/24V D.C. Each 3 430.00 1290.00

57 5.37 Supplying, fixing and wiring heavy duty low voltage capacitors conforming to IS 2834. 3 phase, 400/440 volts grade, for power factor improvement of rotating machineries like induction motor. KVAR 10 400.00 4000.00

58 5.40.1 Supplying ......... amps rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete. - 100Amps 4x30x6mm Aluminium Strips Mtr 1 2050.00 2050.00

59 5.41.2 Supplying and fixing angle iron frame work fabricated out of M.S. angle iron.. and M.S. Flat......with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. - 50x50x6mm Mtr 10 330.00 3300.00

60 5.42.1 Fabricating supplying and mounting MS box made out ....SWG suitable for floor /wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete. - 14SWG sq.cms 85000 0.40 34000.00

61 5.45.2 Supplying and fixing of Metal Socket set of 2pole and earth plugs and socket for incorporating SP and TP MCB (Without MCB). The entire plug and socket shall be mounted in a thermoplastic / powder coated metal box & wired Completely. SP & N TP & N - 20Amps Each 3 808.00 2424.00

62 5.46.1 Supplying and fixing of Modular MCB Devices (Tripper) With Breaking capacity of 6kA. - 16-32Amps SP Each 3 176.00 528.00

63 6.2 Supplying fixing and wiring earth electrode for grounding of lifts, transformers, DG sets etc. using 40mm dia 2.9mm thick 2.5 mtr long GI pipe with GI funnel with mesh and suitable size reducer fixed on the top of the earth electrode.The funnel should be enclosed in a CC chamber of 400x400x400mm with a cast iron cover. The earth electrode shall have staggered holes of 12mm dia and the electrode should be covered 150mm all-round with alternate layers of salt and charcoal from the bottom of the CC chamber. The connection from the electrode is to be established through GI strip using GI bolts and nuts. No 7 4150.00 29050.00

64 6.3.1 Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required. - 25x3mm GI strip Mtr 100 75.00 7500.00

65 6.3.5 Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required. - 600x600x3mm GI Plate Each 6 760.00 4560.00

66 6.4.2 Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness in average +5% and resistivity 14 Ohms/Kms (Max) as per IS-3975 - 4 core 10 sqmm Mtr 120 130.00 15600.00

67 6.4.6 Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness in average +5% and resistivity 14 Ohms/Kms (Max) as per IS-3975 - 3.5 core 35 sqmm Mtr 120 225.00 27000.00

68 6.5.1 Labour charges for laying of 1.1 KV class UG cable in existing trench GI pipe/ stoneware pipe /on wall / on pole as required. In existing trench/duct. On wall/Structure - 6 sqmm to 16 sqmm Mtr 240 11.88 2851.20

69 6.6.2 Digging of trench of 0.6m deep x 0.50 mtr wide refilling the trench to the required ground level and consolidating etc. complete.(As per Civil SR KSRB 1-2, P-7) - In soil (hard) Mtr 100 102.00 10200.00

70 6.8 Providing and laying in position 100mm dia stone ware pipe in existing trench. Mtr 100 215.00 21500.00

71 6.9.1 Supplying and fixing of class A (medium duty) GI pipe of wall thickness not less than 3.25mm on pole/wall/drain crossing with necessary clamping arrangements for UG cable of 1.1KV - 40mm Mtr 60 335.00 20100.00

72 6.11.1 Supplying and fixing of heavy duty cable glands suitable for UG cable of 1.1 KV class (metal only) - 19/20mm Each 8 68.00 544.00

73 6.11.2 Supplying and fixing of heavy duty cable glands suitable for UG cable of 1.1 KV class (metal only) - 25mm dia Each 0 84.00 0.00

74 6.11.3 Supplying and fixing of heavy duty cable glands suitable for UG cable of 1.1 KV class (metal only) - 32mm dia Each 4 117.00 468.00

75 6.17.3 Supplying tinned copper lugs and crimping and wiring to terminal point for wire of the following sizes. - 4 sqmm Each 50 7.00 350.00

76 6.17.4 Supplying tinned copper lugs and crimping and wiring to terminal point for wire of the following sizes. - 6 sqmm Each 30 7.00 210.00

77 6.17.5 Supplying tinned copper lugs and crimping and wiring to terminal point for wire of the following sizes. - 10 sqmm Each 20 8.00 160.00

78 6.17.6 Supplying tinned copper lugs and crimping and wiring to terminal point for wire of the following sizes. - 16 sqmm Each 12 12.44 149.28

79 6.17.8 Supplying tinned copper lugs and crimping and wiring to terminal point for wire of the following sizes. - 35 sqmm Long Barrel Each 16 32.00 512.00

80 6.18.3 Supplying and running GI/Copper conductor for grounding and (along with other wires in conduit system of wiring) using necessary suitable size clamps, nails, guttas/spacers etc. - 8 SWG GI Wire Mtr 150 19.00 2850.00

81 7.8.5 Supplying of .. TR Invertor type split Air conditioners suitable for operation on A/C supply single phase 50 Hz 230 Volts with hermetically sealed inverter compressor with air cooled condenser, latest R410A / R-32 refrigerant fan motor, start & run capacitors, relay & over load protector internal unit, with one indoor & one outdoor unit The condenser unit will be placed outside the room avoid noise including standard length of suitable size copper tubing covered with nitrile rubber insulation tube. suitable capacity 3 core sheathed/ PVC copper cable and a battery operated wireless remote unit. - 1.5 ton capacity 5 star Each 9 53000.00 477000.00

82 7.12 Installation charges for split type air conditioner with allied works for one indoor and one outdoor unit is to be mounted on suitable Angle Iron support up to 3.0 ton split/cassette type A/C. Each 9 2900.00 26100.00

83 7.13.1 Supplying and installation of insulated refrigerant copper tubing of 5/8" and 3/8" with polythene foam insulation 3 core 80 stand copper wiring between indoor and outdoor unit Leak testing oil and gas charging for additional piping length of tube. - Split Mtr. 36 1155.00 41580.00

84 7.22 Extra for Fabrication supply and fixing of Stand fabricated using slotted angle /L angle of size 6mm x 50mm for mounting out door/indoor A.C. unit/ Batteries. Each 9 2215.00 19935.00

85 10.1.2 Supplying, erecting, testing and commissioning of voltage stabilizer suitable for 170 to 270 V input and load variation from no load to full load, with over load protection, spike suppression, operating at 00 C to 400 C. Range etc., complete. - 4KVA Capacity Each 9 4180.00 37620.00

86 10.2.4 Supplying, erecting, testing & commissioning of OFF- LINE UPS system suitable for operation on 230V, 50Hz, A/C supply, with all accessories complete and Excluding batteries and wiring complete. - 3 KVA OFF LINE UPS Each 3 31100.00 93300.00

87 10.4.5 Supplying, installation, testing & commissioning of 12Volts ..AH batteries in poly propylene container for D.G. sets. Low maintenance batteries, plate type. - 120 AH capacity Each 6 18400.00 110400.00

88 LS Add Misc. for the rounding off 36009.52

Grand Total of Detail Estimates 0.00 1800000 1800000.00

Asst. Executive Engineer, Executive Engineer,

PWD,SUB DIVISION , ATHANI PWD,DIVISION,CHIKODI

PROPOSED CONSTRUCTION OF 3 JUDICIAL QUARTERS FOR Addi. Sr.CJ & JMFC, II & III-ADDI. CJ & JMFC AT ATHANI IN BELAGAVI DIST

Sub Estimate No : Rain water Harvesting

DETAILE ESTIMATE

1 17.1 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.

For RWH Soak Pit

2 40 mm down size A-38 (volume 1)

3 20 mm down size A-38 (volume 1)

4 17.3 Supplying, filling, spreading &leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. (Volume 2)

5 1 K010 K040D Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used.) HDPE Grade PE80-PN12.5,110mm dia

Downtake pipe 14 X 10 = 140.00

Asst. Executive Engineer, Executive Engineer,

P.W.D. Sub-Division, Khanapur P.W.D. Division, Belagavi

PROPOSED CONSTRUCTION OF 3 JUDICIAL QUARTERS FOR Addi. Sr.CJ & JMFC, II & III-ADDI. CJ & JMFC AT ATHANI IN BELAGAVI DIST

RATE ANALYSIS FOR RAIN WATER HARVESTING

Sr. No. Item of work Volume 2021-22 Unit Basic Rate Diff in cost of material Rate Area Weightage 5% Total rate

1 17.1 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 5 Pg No 151 cum 666.67 0.00 666.67 0 666.67

4 17.3 Supplying, filling, spreading &leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. (Volume 2) 2 151 cum 397 0.00 397.00 0 397.00

5 1 K010 K040D Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used.) HDPE Grade PE80-PN12.5,110mm dia 5 Pg No 123 m 544 0.00 544.00 27.2 571.20

Asst. Executive Engineer, Executive Engineer,

P.W.D. Sub-Division, Khanapur P.W.D. Division, Belagavi

PROPOSED CONSTRUCTION OF 3 JUDICIAL QUARTERS FOR Addi. Sr.CJ & JMFC, II & III-ADDI. CJ & JMFC AT ATHANI IN BELAGAVI DIST

MEASUREMENT SHEET (SUMP TANK,SEPTIK TANK & SOAK PIT )

It.No. Description of items. Qty. Unit Rate Total Amount

SUMP TANK,SEPTIK TANK & SOAK PIT

1 1.14.1 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

Excavation in Ordinary soil

2 2.1.3 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

3 6.2 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.

BBM 230thk Wall

Septik Tank Partation 2 1.50 0.23 2.00 = 1.38

4 8.2.2 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.

Internal Wall Plaster

Septik Tank Partation Wall 4 2.00 2.00 = 16.00

5 8.12 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineer- in-Charge.

Quantity Vide as Item No 4 = :- = 76.00

6 8.11 Providing Neat cement punning to brick masonry 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.

Quantity Vide as Item No 4 :- = 76.00

7 2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

Sump Tank 4.00 X 2.00

Septik Tank 3.50 X 2.0

Total up to date Quantity :- = 16.81 Cum 9273.00 155879.13

8 11.32 Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately)

Sump Tank Size = 821.39

Septik Tank = 684.88

Say :- = 1.51 Ton

TOTAL 367117.56

Asst. Executive Engineer, Executive Engineer,

P.W.D. Sub-Division, Khanapur P.W.D. Division, Belagavi

PROPOSED CONSTRUCTION OF 3 JUDICIAL QUARTERS FOR Addi. Sr.CJ & JMFC, II & III-ADDI. CJ & JMFC AT ATHANI IN BELAGAVI DIST

SUMP TANK & SEPTIK TANK & SOAK PIT

It.No. Description of items. Qty Unit Rate Amount

1 1.14.1 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 36.28 Cum 470.00 17051.60

2 2.1.3 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 2.72 Cum 5554.00 15112.43

3 6.2 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. 1.38 Cum 6696.00 9240.48

4 8.2.2 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. 76.00 Sqm 230.00 17480.00

5 8.12 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineer- in-Charge. 76.00 Kgs 51.00 3876.00

6 8.11 Providing Neat cement punning to brick masonry 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. 76.00 Sqm 51.00 3876.00

7 2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 16.81 Cum 9273.00 155879.13

8 11.32 Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) 1506.27 Kgs 96.00 144601.92

Asst. Executive Engineer, Executive Engineer,

P.W.D. Sub-Division, Khanapur P.W.D. Division, Belagavi

PROPOSED CONSTRUCTION OF 3 JUDICIAL QUARTERS FOR Addi. Sr.CJ & JMFC, II & III-ADDI. CJ & JMFC AT ATHANI IN BELAGAVI DIST

SUMP TANK & SEPTIK TANK & SOAK PIT Add for Formwork

SL.NO DISCRIPTION UNIT VOLUME PG NO ITEM NO BASIC RATE SR 2021-22 % Amount 5% RATE

1 1.6.1 Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work.In all kinds of soils. Depth upto 1.50m Cum 1 6 1.6.1 470.00 470.00 0.00 470.00

2 2.1.3 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 Cum 1 15 2.1.3 5554.00 0.00 0.00 0.00 5554.00 0.00 5554.00

3 6.2 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. Cum 2 13 6.2 6696.00 0.00 0.00 0.00 6696.00 0.00 6696.00

4 8.2.2 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. Sqm 2 41 8.2.2 230.00 0.00 0.00 0.00 230.00 0.00 230.00

5 8.12 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineer- in-Charge. Kgs 2 43 8.12 51.00 0.00 0.00 51.00 0.00 51.00

6 8.11 Providing Neat cement punning to brick masonry 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. Sqm 2 43 8.11 51.00 0.00 0.00 0.00 51.00 0.00 51.00

7 2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 1 17 2.5.1 6182.00 0.00 0.00 0.00 6182.00 50.00% 3091.00 0.00 9273.00

8 11.32 Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) Kgs 1 84 11.32 96.00 0.000 0.00 0.00 96.00 0.00 96.00

Asst. Executive Engineer, Executive Engineer,

P.W.D. Sub-Division, Khanapur P.W.D. Division, Belagavi

PROPOSED CONSTRUCTION OF 3 JUDICIAL QUARTERS FOR Addi. Sr.CJ & JMFC, II & III-ADDI. CJ & JMFC AT ATHANI IN BELAGAVI DIST

Detail Estimate

Order Item Code Item Name Unit Quantity Rate(INR) Total(INR)

1 T-304 Teak Wood Officer Table : (Accounts Officer Table) Of size 7'x3'x30". Made out of 2.25"x2.25" Teak Wood legs. Table upper side patti 4"x1.25" and lower side 2"x1.25" and 12mm Commercial ply with 1mm laminate wherever visible. Table to have one drawer and one cupboard on either side. Along with one Key board. Doors and Drawers to be provided with SS handles and good quality locks and channels. NOS 1 34,980.00 34980.00

2 TC-315 Teak Wood Revolving Chair : Chair upper construction seasoned teak wood with melomon polish, Stain less steel 5 caster wheel legs, Hydraulic height adjustment. The Chair shall be neatly finished and polished. NOS 1 13,200.00 13200.00

3 TC-313 Teak Wood Chair Seat with Cushion (Rexin) : Leg size 2"x1.5" with front and back legs of size 37"x2"x1.5".Handle of size 2"x1.5". Chair side bars 3"x1.1/4" pattis. Seat with teak planks/rexin, back teak wood pattis. Chair shall be neatly finished and polished. NOS 3 9,240.00 27720.00

4 CT-321 Corner Table : Of size heigth 2', Width 3'. Made out of MDF/PLY with Veneer. Front with glass .top closed with MDF/PLY veneer NOS 1 17,800.00 17800.00

5 S-003 (A) Teak wood European Model Teapoy : Of size 3'x2'. Leg size 3"x3", side support patti 3"x1.25". Upper portion 4"x1.25". Bottom side Teak wood patties. Top with 8mm glass. NOS 1 10,980.00 10980.00

6 VP-317 (New) Wardrobe : Providing and Fixing Veneer Paneling over the 50mm x 35mm sal wood frame work and top covered out of 4mm thick approved veneer fixed over 12mm ply finished in melomine polish, complete including cost and conveyance of all materials, labour for all items of work HOM of equipment etc., complete as per specification. (Rate Per Sq.Mtr) MTR 10.8 7,780.00 84024.00

7 W-317 & W-318 Wardrobe : Made out of 18mm OSR PLPB (good quality)/Ply with lamination. (One side raw Prelaminated particle board) on three sides and back of 12mm PLPB. Inner design should have drawers in the center with lock. Top 3 ft should be open with 1 hanger rod. Bottom portion should have 1 shelf. Exterior to be finished with laminate/ veneer as per requirement. (Rate per Sqfeet) MTR 10.8 2,080.00 22464.00

8 BR-349 (New) Book Rack with glass : Of size 6'x3'x18". Made out of 18mm thick black board with 3 shelves laminated glass sheters, Inner side paint. Outer surface polish. NOS 2 27,480.00 54960.00

9 T V Showcase Imported model designer look TV Showcase size of 60"X60" EACH 1 25,500.00 25500.00

10 Door Curtains: Supplying and Fixing good quality crush cloth American style Curtains stitched door and window Curtains with Rings, side Holders (knob), Stainless steel rod with center support feet height including all taxes labour and transportation etc, Complete. (7 feet height) EACH 1 3400.00 3400.00

11 Window Curtains Supplying and fixing good quality crush cloth American style Curtains stitched window Curtains with Rings, side Holders (knob), Stainless steel rod with center support feet height including all taxes labour and transportation etc, Complete. (5.5' feet height) EACH 1 2550.00 2550.00

12 S-003 (B) Teak wood European Model Sofa Set : Made out of teak wood sofa, side & front bars 6"x1.25". Front leg size 4"x4" & back leg 6"x1.25". Handle support patti 6"x1.25", handle 4"x2", Sofa head rest patti 6"x1.25". Seat and back PLBP with cushion. NOS 3 89,600.00 268800.00

13 DT-204 Teak Wood 2 Leg (Side Legs) Dinning Table : Size 6'x3'. Leg size 2.5'x6"x6"=02 Nos.Support patti-1.5'x4.5"x2"-06 Nos. Top support 3'x4"x1.5"-02Nos. L-5'x2"x1.5"-01 No. & middle support 4.5'x3"x1.5"=01 No. with 12mm glass for Table top. Table shall be neatly finished and polished. NOS 1 33,600.00 33600.00

14 DC - 210 Teak Wood Dinning Square Leg Chair, Seat With Cushion back with patti : (Rose wood model) Made out of Teak Wood leg size 2.5"x2.5" seat patties of size 3"x1.25" seat with cushion, back with patties. Chair shall be neatly finished and polished. NOS 6 8,160.00 48960.00

15 ST-326 & ST-327 Shoe Stand : (Close and Open portion) Of size W-4'xHt.-2.5'xdepth-15". Shoe Stand made out of 18mm ply with veneer as per design. The door of the shoe stand should be made of 3"x1.25" teak wood patti, covered with teak wood lowers for ventilation. All edges to be covered with of half round teak wood beading. NOS 1 14,860.00 14860.00

16 C-103 Rose Wood Carving Cot : Size 6.5'x5'. Leg size 3"x3" . Side bars 4"x2". Leg side hight 18", head side hight 36". Head and leg side ply with veneer and rose wood maulding. Top 18mm ply/partical board. Back jungle wood support. NOS 3 62,500.00 187500.00

17 Mattress a) Providing and Supplying imported sleepwell impression make High Brand mattress for size 78"X60"X6" with cotton quilted finished for comfort all weather fabric used. EACH 3 45600.00 136800.00

18 Pillow Supply of good quality pillow 24"X15"X15" (Rurlon/ Omega/ Restolux/ Sleepwell) equal brand EACH 3 1,500.00 4500.00

19 LET TV: Providing and Fixing Sony/Samsung/LG/Videocon Brand LED 43" TV with all accessories with suitable stabilizer and dish antenna etc, all lead & left coveling charges EACH 1 82500 82500.00

20 Refrigerator: Providing and Fixing Godrej/Samsung/LG/Videocon/Brand 185 Lrt EDZE Model Refrigerator with all accessories with suitable stabilizer and Stand etc, with all lead & lift conveling chargees EACH 2 14200 28400.00

21 Microwave Oven: Providing and Fixing Godrej/Samsung/LG/IFB Brand 25 Ltr GPI MKM Model Microwave Oven with all accessories with suitable stabilizer etc, with all lead & lift conveling charges EACH 1 13000 13000.00

22 Providing and supplying Acoustical Wall Paneling' with square edges made of fibre glass substrate 25mm thick and wrapped on the front side with an acoustically transparent and classified for Fire reaction Class A, as per ASTM E-84, fabric with option of colors - as per the choice of the Architect/Engineer incharge of the size 600x600mm, 600x1200mm & 600x1800mm providing a minimum sound absorption level of 0.85 NRC to be affixed to wall using Wall panel lmpalersand construction adhesives as per the instructions laid down by the certified manufacturer. 30.69 1.8

LIVING ROOM sqm 65.05 4939.6 321320.98

PWD SR 18-19, Page No.326 Item No 39.12.2

23 Providing & Fixing of Mineral Fibre Acoustical Suspended Ceiling System in module size of 600 x 600 x 20mm with Exposed Grid. The tiles should have Humidity Resistance (RH) of 99%, NRC 0.7, Light Reflectance ;,85%, Thermal Conductivity k = 0.052 - 0.057 w/m K, Colour White, Fire Performance UK Class 0 I Class 1 (BS 476 pt- 6 &7)with sand texture finish andsuitable for Green Building application with Recycled content of 47%. The tile shall be laid on 24 mm wide T- section flanges colour white having rotary stitching on all T sections i.e. the Main Runner, 1200 mm & 600 mm Cross Tees with a web height of 38mm and a load carrying capacity of 15Kgs/sqm&pull out strength of minimum 100 Kgs. The T Sections should have a Galvanizing of 90 grams per Sqm and need to be installed with Suspension system of approved make.

LIVING ROOM sqm 34.08 1780.8 60689.66

FOR G ONLY 1657855.26

Asst. Executive Engineer, Executive Engineer,

P.W.D. Sub-Division, Khanapur P.W.D. Division, Belagavi

ITEMS NOT FOUND IN SR 2021-2022

1 Fabricating providing and erecting in poiston of Hot dip galvanised M.S Ornamental security Gill using 75 X 12mm MS Flat for alround frame work with verticals at the centre and horizontal centre support M S Square of 20 x 20 mm of different heights as shown in the drawing are to be fixed at 16 cms C/C for square bars of full height and at 8 cms C/C for bottom rods providing ornamental C I Designers at the bottom and C.I arrows in the middle and top. The entire frame work is to be fixed by means of expansion bolts to the brick pillars with necesary drilling holes. The work includes providing two coats of enemel painting over one coat of red led ready mix primer coat etc complete cost of labour, painting, erection charges using hoist pullycranes wiyh all lead and lift, loading, transporting and unloading using hoist pulley cranes, scaffolding charges and all other incidental charges required for successful completion of the work as per specification and drawing. CIVIL WORK GROUND FLOOR

2 Providing and fixing Door Locks approved make and quality including cost and conveyence of all maerials with all lead and lift. etc complete ( Material Components P.No -XIII I.No 391 Code No : 0134 ) CIVIL WORK GROUND FLOOR

3 Providing and fixing CI Nahani trap of approved make conforming to ISI specifications and construction of Cistern in M-15 as per directions (Rate is inclusive of cost of materials and fixtures and conveyance of materials to work spot). 10cms x 7.5cms WATER SUPPLY

4 40 mm nominal size (Code no:0750 Pg No,II) RAIN WATER HARVESTING

5 20 mm nominal size (Code no 0749 Pg No,II) RAIN WATER HARVESTING

6 Natural sand 5.6 to 75 micron (Code no 0772 Pg No,II) RAIN WATER HARVESTING

7 KSRB13-9.7 : Providing and fixing to wall, ceiling and floor high density polyethylene pipes 6.00 kgf/sq.cm working pressure 110mm outside diameter with special flange, compression type fittings, wall clips, making good the wall, ceiling and floor, including cost of all materials, labour charges, HOM of equipments and testing complete as per specifications. Specification No.KBS 13.2.15.2 (94/13.73.5) WATER SUPPLY

8 Supply of 150mm dai ERWB-Class Casing pipe and the insertion of casing pipes to initial depth of 20Mtrs i) Insertion of casing pipe beyond 20 mtrs ( measurements of over burden is restricted to the depth of casing pipe fixed excluding initial depth of 20 mtrs, and projection above ground level. ( PRED GLB SR 2012-13 Page no 80 Item no6) (THIS ITEM IS NOT THERE IN NEW SR-2021-2022) BORE WELL

9 Providing and installing of approved make pre painted Galvalume iron Accessories, like, plain, ridges, plain gutter, plain flashing, corner Trim, etc The total coated thickness (TCT) of the sheet shall be 0.47 mm +!- 0.02 tolerance mm Zinc-Aiu Alloy coating AZ 150 gsm as per ASTM 1397/755-550 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 20-22 microns using self drilling I self tapping screws of 25 mm length. (width upto 500-600 mm only), to be fixed over the existing purlins, rafters, channels and trusses. PARKING SHED

10 KSRB 8.6-6 : Providing and fixing on wall surface 2.5kg / sq.cm H.D.P.E. rain down water pipes 110mm outer dia approved make and brand with necessary specials like shoes, bends and offsets fixed with iron clamps, wall plugs, screws, including cost of materials, labour, curing complete as per specifications. PARKING SHED