CONSTRUCTION OF PWD SUB - DIVISION OFFICE AT HUKKERI IN HUKKERI TALUKA OF BELAGAVI DISTRICT UNDER HOA 4059-80-051-0-29-386 DEPARTMENTAL BUILDINGS FOR THE FY 2025-26

PUBLIC WORKS DEPARTMENT

CHIKODI DIVISION, CHIKODI

HUKKERI SUB-DIVISION

2025-26 ನೇ ಸಾಲಿನ ಲೆಕ್ಕಶೀರ್ಷಿಕೆ 4059-80-051-0-29-386 Departmental Building ಅಡಿಯಲ್ಲಿ.

NAME OF WORK: CONSTRUCTION OF PWD SUB DIVISION OFFICE AT HUKKERI IN HUKKERI TALUKA OF BELAGAVI DISTRICT UNDER HOA 4059-80-051-0-29-386 DEPARTMENTAL BUILDINGS FOR THE FY 2025-26

Estimate cost :- Rs 200.00Lakhs

[PARRAGRAPH 130(A) OF KARNATAKA PUBLIC WORKS DEPARTMENT CODE]

Division : PWD Division Chikodi

Sub-Division : PWD Sub Division Hukkeri

Sanctioned estimate No :

Fund head : 2025-26 ನೇ ಸಾಲಿನ ಲೆಕ್ಕಶೀರ್ಷಿಕೆ 4059-80-051-0-29-386 Departmental Building ಅಡಿಯಲ್ಲಿ.

Department head :

The estimate has been framed in the office of the Exacutive Engineer, PWD Chikodi Division, of probale expenses that will be incurred in CONSTRUCTION OF PWD SUB DIVISION OFFICE AT HUKKERI IN HUKKERI TALUKA OF BELAGAVI DISTRICT UNDER HOA 4059-80-051-0-29-386 DEPARTMENTAL BUILDINGS FOR THE FY 2025-26

Estimated cost : 200 Lakhs

Administratively approved under :

Technically sanctioned under

Estimate prepared by :

Estimate prepared by : Sri. Lohit Talawar AE

Estimate checked by : Sri. Praveen Madyal AEE

(Call or authority) :

------ ಪ್ರತ್ಯೇಕವಾಗಿ ಲಗತ್ತಿಸಲಾಗಿದೆ. -----------

Assistant Executive Engineer PWD Sub Division Hukkeri

Improvements and Widening of Hukkeri to Yelimunoli road in Km no 1.00 to 4.20 in Hukkeri Taluka of Belagavi District for the FY 2025-26 under 4059-80-051-0-60-132 CMIDP.

Improvements and Widening of Hukkeri to Yelimunoli road in Km no 1.00 to 4.20 in Hukkeri Taluka of Belagavi District is approved under 4059 CMIDP for the FY 2025-26.The road presently has a carriageway width of 3.75 m, which is insufficient for the current traffic demand.Traffic volume exceeds 5,000 PCU (Passenger Car Units), leading to congestion, delays, and safety hazards.Narrow width causes difficulties for heavy vehicles transporting agricultural produce, especially sugarcane, to local factories.School-going children face unsafe travel conditions due to limited road space and high traffic density.School-going children face unsafe travel conditions due to limited road space and high traffic density.

Widening: Carriageway will be upgraded to 5.5 m intermediate lane standard to accommodate higher traffic volumes.Strengthening: Pavement layers will be reinforced to withstand heavy loads from agricultural transport vehicles.Drainage: Side drains and cross drainage structures will be constructed to prevent waterlogging and improve road life.Agricultural Support: Farmers will have smoother and faster access to sugarcane factories, reducing transport costs and spoilage. Education Access: Safer and quicker travel for school-going students, improving attendance and reducing risks.Connectivity: Enhances mobility between Hukkeri and Yelimunoli, supporting local trade and daily commuting.Regional Growth: Strengthens infrastructure under CMIDP, contributing to rural development and economic upliftment in Belagavi District. For Preparation of Estimate consider CSR 2023-24 with ASL 3% Other Cities / City Municipal Council Limits Hukkeri (up to 5 km radius)

1 Clearing and Grubbing Road Land.

2 Scarifying the existing bituminous road surface to a depth of 50 mm

3 Preparation and Surface Treatment of Formation.

4 Surface Drains in Soil

5 Earth work in surface excavation by mechanical means for lowering & leveling

6 Construction of Subgrade and Earthen Shoulders

7 Construction of Granular Sub-Base of required grading of 150 mm thick

8 Wet Mix Macadam (Plant Mix Method) 250/150 mm thick

9 Prime Coat over WMM/WBM

10 Tack coat on Granular surface treated with primer

11 Bituminous Macadam Grading - II for traffic <20 MSA 50mm thick

12 Semi Dense Bituminous Concrete 25 mm thick

13 Providing and constructing un-reinforced plain cement concrete pavement, of 200 mm thick

14 Direction and Place Identification Signs with size more than 0.9 m2 size Board.

15 Retro-Reflectorised Traffic Signs

16 After complition of two years DLP 3rd, 4th, 5th year Maintenance is considered.

ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು 2023-24 ನೇ ಸಾಲಿನ ಏಕರೂಪ ದರಪಟ್ಟಿ Other Cities / City Municipal Council Limits Hukkeri (up to 5 km radius) ವ್ಯಾಪ್ತಿಯಲ್ಲಿ ಬರುವುದರಿಂದ ಶೇ 3% ಸೇರಿಸಿ ತಯಾರಿಸಲಾಗಿದೆ.

Assistant Executive Engineer PWD Sub Division Hukkeri Executive Engineer PWD Division Chikodi

Improvements and Widening of Hukkeri to Yelimunoli road in Km no 1.00 to 4.20 in Hukkeri Taluka of Belagavi District for the FY 2025-26 under 4059-80-051-0-60-132 CMIDP.

PARE-133 OF K.P.W.D

Certificate that Shri Praveen Madyal Asst Executive Engineer, PWD Sub-division, Hukkeri has personally visited the spot and prepared the estimate using sanctioned schedule of rates in most economical and safe way of executing the work.

(As required vide G.O.No.PWD.SL.CSM.91.Dtd.27-06-1991)

While formulating the estimates all the necessary item which are required technically for the work has been included in sufficient quantities to the best of our knowledge and belief.

It is certified that, items including in this work has not been included or undertaken for improvements under any other schemes

ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು 2023-24 ನೇ ಸಾಲಿನ ಏಕರೂಪ ದರಪಟ್ಟಿ Other Cities / City Municipal Council Limits Hukkeri (up to 5 km radius) ವ್ಯಾಪ್ತಿಯಲ್ಲಿ ಬರುವುದರಿಂದ ಶೇ 3% ಸೇರಿಸಿ ತಯಾರಿಸಲಾಗಿದೆ.

Assistant Engineer PWD Sub Division Hukkeri Assistant Executive Engineer PWD Sub Division Hukkeri

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NAME OF WORK: CONSTRUCTION OF TOILET BLOCKS FOR GIRLS & BOYS OF GOVERNMENT PU COLLEGE HUKKERI KYRAGUDDA AT HUKKERI TALUKA IN BELAGAVI DIST.

Estimate cost :- ₹ 20,000,000.00

NAME OF WORK: CONSTRUCTION OF PWD SUB DIVISION OFFICE AT HUKKERI IN HUKKERI TALUKA OF BELAGAVI DISTRICT UNDER HOA 4059-80-051-0-29-386 DEPARTMENTAL BUILDINGS FOR THE FY 2025-26

Estimate cost :- Rs. 58.56 Lakhs

NAME OF WORK: CONSTRUCTION OF PWD SUB DIVISION OFFICE AT HUKKERI IN HUKKERI TALUKA OF BELAGAVI DISTRICT UNDER HOA 4059-80-051-0-29-386 DEPARTMENTAL BUILDINGS FOR THE FY 2025-26

RECAPITULATION SHEET

Sl No. Description Estimated Cost SR 23-24 in Rs adjust

1 Demolishing and Dismantling ₹ 218,933.11 ₹ 218,926.17 -₹ 6.94

6 Electrical Estimate ₹ 812,232.05 ₹ 811,952.84 -₹ 279.21

8 Rain Water Harvesting ₹ 55,102.17 ₹ 55,103.15 KPWD/HUKKERI/OFFICEBUILDING

Total Cost= ₹ 14,169,439.62 ₹ 14,170,701.10 CONSTRUCTION OF PWD SUB - DIVISION OFFICE AT HUKKERI IN HUKKERI TALUKA OF BELAGAVI DISTRICT UNDER HOA 4059-80-051-0-29-386 DEPARTMENTAL BUILDINGS FOR THE FY 2025-26

9 Furnitures & Architecture Elevation ₹ 2,200,000.00 ₹ 2,200,000.00

1% Consultancy Charges+18% GST ₹ 150,827.28 ₹ 150,843.67

Quality Control & Plantation Charges & Unforseen Charges ₹ 93,237.03 ₹ 91,657.67

Grand Total Amount= ₹ 20,000,000.00 ₹ 20,000,000.00

Assistant Executive Engineer

PWD Sub Division, Hukkeri

Executive Engineer

PWD Division, Chikkodi

proximate Value Actions

1 Add 0.8% for Structural Design. 180181.34

2 Add 18% for GST 4933841.23

3 Add for External Electrical Works (TC) 320000

4 Add for Hescom Deposite charges. 50000

NAME OF WORK: CONSTRUCTION OF PWD SUB DIVISION OFFICE AT HUKKERI IN HUKKERI TALUKA OF BELAGAVI DISTRICT UNDER HOA 4059-80-051-0-29-386 DEPARTMENTAL BUILDINGS FOR THE FY 2025-26

Sl no Items Unit Qty Rate Amount Milestone -1 Quantity Milestone -2 Quantity Milestone -3 Quantity Total Quantity Rate in Rs. Amount for Mile Stone 1 in Rs Amount for Mile Stone 2 in Rs Amount for Mile Stone 3 in Rs Total Amount in Rs

DISMANTLE 0.00 0.00 0.00

1 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. m³ 26.30 2498.78 65717.91 26.30 0.00 0.00 26.30 2498.78 65717.91 0.00 0.00 65717.91 65717.91 0.00 65717.91

2 Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer in-charge.In cement mortar m³ 84.43 1734.52 146452.46 84.43 0.00 0.00 84.43 1734.52 146452.46 0.00 0.00 146452.46 146452.46 0.00 146452.46

3 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking to the appropriate disposal area as per direction of Engineer-in-charge.Of area 3 m² and below m2 15.48 247.20 3826.66 15.48 0.00 0.00 15.48 247.20 3826.66 0.00 0.00 3826.66 3826.66 0.00 3826.66

4 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking to the appropriate disposal area as per direction of Engineer-in-charge.Of area beyond 3 m² m2 10.88 269.86 2936.08 10.88 0.00 0.00 10.88 269.86 2936.08 0.00 0.00 2936.08 2936.08 0.00 2936.08

Office Building

1 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter includingdressing 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 ofmachinery & other appurtenances required to complete the work.In all kinds of soils upto 300 mm depth M 3 52.08 97.85 5096.03 52.08 0.00 0.00 52.08 97.85 5096.03 0.00 0.00 5096.03 5096.03 0.00 5096.03

2 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work.In all kinds of soils Depth upto 3m M 3 373.27 105.06 39215.54 373.27 0.00 0.00 373.27 105.06 39215.54 0.00 0.00 39215.54 39215.54 0.00 39215.54

3 Providing and laying in position Cement Concrete for levelling course for all works in foundation.The granite /trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates. M 3 84.98 6095.54 518023.37 84.98 0.00 0.00 84.98 6095.54 518023.37 0.00 0.00 518023.37 518023.37 0.00 518023.37

4 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates M 3 52.16 6926.91 361328.66 52.16 0.00 0.00 52.16 6926.91 361328.66 0.00 0.00 361328.66 361328.66 0.00 361328.66

5 Providing and laying in position Cement Concrete for all Sub structures ofbuilding, 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 aggregatess. M 3 5.85 10903.48 63741.73 5.85 0.00 0.00 5.85 10903.48 63741.73 0.00 0.00 63741.73 63741.73 0.00 63741.73

6 Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) M 3 20.84 6791.82 141534.74 20.84 0.00 0.00 20.84 6791.82 141534.74 0.00 0.00 141534.74 141534.74 0.00 141534.74

7 Providing ruled pointing to cursed stone masonry with lime mortar 1:3, 20mm deep, after raking joints to depth of 20mm nicely lining, including cost all materials, labour, usage charges of achinery, curing complete as pre specification. M 3 83.95 262.65 22048.42 83.95 0.00 0.00 83.95 262.65 22048.42 0.00 0.00 22048.42 22048.42 0.00 22048.42

8 Providing and laying in position Cement Concrete for all Sub structures ofbuilding, 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 aggregatess(Volume 1 Page No 16-Item No 2.4.3) M 3 16.53 9620.72 159001.56 16.53 0.00 0.00 16.53 9620.72 159001.56 0.00 0.00 159001.56 159001.56 0.00 159001.56

9 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates M 3 8.22 11791.23 96864.99 8.22 0.00 0.00 8.22 11791.23 96864.99 0.00 0.00 96864.99 96864.99 0.00 96864.99

10 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates M 3 8.03 10756.50 86353.15 8.03 0.00 0.00 8.03 10756.50 86353.15 0.00 0.00 86353.15 86353.15 0.00 86353.15

11 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates M 3 37.82 10404.03 393511.63 37.82 0.00 0.00 37.82 10404.03 393511.63 0.00 0.00 393511.63 393511.63 0.00 393511.63

12 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. M 3 373.27 273.98 102267.97 373.27 0.00 0.00 373.27 273.98 102267.97 0.00 0.00 102267.97 102267.97 0.00 102267.97

13 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. M3 164.01 488.22 80071.20 164.01 0.00 0.00 164.01 488.22 80071.20 0.00 0.00 80071.20 80071.20 0.00 80071.20

14 Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier underand around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along theexternal 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. M2 273.54 121.54 33246.05 273.54 0.00 0.00 273.54 121.54 33246.05 0.00 0.00 33246.05 33246.05 0.00 33246.05

15 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. M2 78.78 8186.44 644952.30 78.78 0.00 0.00 78.78 8186.44 644952.30 0.00 0.00 644952.30 644952.30 0.00 644952.30

16 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 1:3 (1 cement :3 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. M2 50.43 1059.87 53443.94 50.43 0.00 0.00 50.43 1059.87 53443.94 0.00 0.00 53443.94 53443.94 0.00 53443.94

17 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 M 3 3.12 9748.07 30433.49 3.12 0.00 0.00 3.12 9748.07 30433.49 0.00 0.00 30433.49 30433.49 0.00 30433.49

18 Providing Honne 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. M3 0.19 142216.22 27021.08 0.19 0.00 0.00 0.19 142216.22 27021.08 0.00 0.00 27021.08 27021.08 0.00 27021.08

19 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators,including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.- Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates M3 0.43 101779.45 44172.28 0.43 0.00 0.00 0.43 101779.45 44172.28 0.00 0.00 44172.28 44172.28 0.00 44172.28

20 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. All other type of structures TONNES 15.00 246.17 3692.55 15.00 0.00 0.00 15.00 246.17 3692.55 0.00 0.00 3692.55 3692.55 0.00 3692.55

21 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 ) M 3.75 7667.32 28752.45 3.75 0.00 0.00 3.75 7667.32 28752.45 0.00 0.00 28752.45 28752.45 0.00 28752.45

22 Providing and fixing in position fully panelled shutters of Honne wood for windows with stiles and rails of 30mm thick, 75mm wide in two halves with panels of 20mm thick including cost of materials, labour charges,usage charges complete as per specifications. (excluding cost of fixtures) 16.25 6901.00 112141.25 16.25 0.00 0.00 16.25 6901.00 112141.25 0.00 0.00 112141.25 112141.25 0.00 112141.25

23 Providing and fixing factory made Green certified, Anti Termite, UV resistant, high water absorbant single extruded WPC (Wood PolymerComposite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) having minimum density of 650 kg/m3 and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength of 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws The cost includes cost of materials, transportation, labour and fixing charges.(Cost of Fixtures to be paid separately) 30 mm thickness M2 6.93 3589.55 24875.58 6.93 0.00 0.00 6.93 3589.55 24875.58 0.00 0.00 24875.58 24875.58 0.00 24875.58

24 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 openings /wooden frames with rawl plugs screws etc. kg 1699.20 188.49 320282.21 1699.20 0.00 0.00 1699.20 188.49 320282.21 0.00 0.00 320282.21 320282.21 0.00 320282.21

25 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). M2 39.42 6936.02 273417.91 39.42 0.00 0.00 39.42 6936.02 273417.91 0.00 0.00 273417.91 273417.91 0.00 273417.91

26 Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer including cost of materials ,labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. M2 4.20 5890.57 24740.39 4.20 0.00 0.00 4.20 5890.57 24740.39 0.00 0.00 24740.39 24740.39 0.00 24740.39

27 Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer including cost of materials ,labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. M2 6.75 8524.28 57538.89 6.75 0.00 0.00 6.75 8524.28 57538.89 0.00 0.00 57538.89 57538.89 0.00 57538.89

28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts,bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. KG 282.32 581.95 164296.12 282.32 0.00 0.00 282.32 581.95 164296.12 0.00 0.00 164296.12 164296.12 0.00 164296.12

30 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. M2 22.22 1265.87 28127.63 22.22 0.00 0.00 22.22 1265.87 28127.63 0.00 0.00 28127.63 28127.63 0.00 28127.63

31 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. M2 662.05 260.59 172523.61 662.05 0.00 0.00 662.05 260.59 172523.61 0.00 0.00 172523.61 172523.61 0.00 172523.61

32 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. M2 805.23 103.00 82938.69 805.23 0.00 0.00 805.23 103.00 82938.69 0.00 0.00 82938.69 82938.69 0.00 82938.69

33 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) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished rough with sponge 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.+ 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. M2 368.83 393.46 145118.28 0.00 368.83 0.00 368.83 393.46 0.00 145118.28 0.00 145118.28 145118.28 0.00 145118.28

34 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 Engineerin- Charge. KG 55.32 65.92 3646.96 0.00 55.32 0.00 55.32 65.92 0.00 3646.96 0.00 3646.96 3646.96 0.00 3646.96

35 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 TONNES 17.24 93177.92 1606244.42 0.00 17.24 0.00 17.24 93177.92 0.00 1606244.42 0.00 1606244.42 1606244.42 0.00 1606244.42

36 Providing and laying Vitrified tiles with thickness 9-10 mm in floor with different sizes 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 Size of Tile 600x600 mm M2 143.77 1275.14 183328.15 0.00 143.77 0.00 143.77 1275.14 0.00 183328.15 0.00 183328.15 183328.15 0.00 183328.15

37 Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge. M 143.77 215.27 30949.58 0.00 143.77 0.00 143.77 215.27 0.00 30949.58 0.00 30949.58 30949.58 0.00 30949.58

38 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.( Volume 2 Page No 63 Item No 9.24)** Polished Granite stone slab Black, Cherry Red, Brown, Cat Eye,River Pink or equivalent. M2 127.10 2933.44 372831.42 0.00 127.10 0.00 127.10 2933.44 0.00 372831.42 0.00 372831.42 372831.42 0.00 372831.42

39 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 colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick 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 pigment etc., complete. M2 22.79 1104.16 25162.70 0.00 22.79 0.00 22.79 1104.16 0.00 25162.70 0.00 25162.70 25162.70 0.00 25162.70

40 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. M2 36.54 5485.78 200450.40 0.00 36.54 0.00 36.54 5485.78 0.00 200450.40 0.00 200450.40 200450.40 0.00 200450.40

41 Providing skirting, dadooing, rises of steps with colour 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. ( Volume 1 Page No 65 Item No 9.39) M2 81.36 1489.38 121175.96 0.00 81.36 0.00 81.36 1489.38 0.00 121175.96 0.00 121175.96 121175.96 0.00 121175.96

42 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 L/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. (The gloss should be 50% @ 60 degree angle with 10 years life) M2 805.23 162.74 131043.13 0.00 805.23 0.00 805.23 162.74 0.00 131043.13 0.00 131043.13 131043.13 0.00 131043.13

43 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paintof 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. M2 368.83 179.22 66101.00 0.00 368.83 0.00 368.83 179.22 0.00 66101.00 0.00 66101.00 66101.00 0.00 66101.00

44 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. M2 110.64 54.59 6039.84 0.00 110.64 0.00 110.64 54.59 0.00 6039.84 0.00 6039.84 6039.84 0.00 6039.84

45 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @0.75 ltr/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. M2 59.80 142.14 8499.97 0.00 59.80 0.00 59.80 142.14 0.00 8499.97 0.00 8499.97 8499.97 0.00 8499.97

46 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. M2 56.69 143.17 8116.31 0.00 56.69 0.00 56.69 143.17 0.00 8116.31 0.00 8116.31 8116.31 0.00 8116.31

47 Providing & Fixing of Mineral Fibre Suspended Ceiling System in the module size of 600x600x19mm with Exposed grid for Hospitals, Shopping malls, Commercial establishments and office complexes.The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance 87%, Thermal Conductivity k = 0.052 - 0.057 w/m K, NRC -0.7,Colour White, Fire Performance UK A2 S1, dO, with Anti Microbial coating on the face of the tile, suitable for zone 4 area according to NF S 90-35:2003 with cleanroom class of ISO 5 (Class 100), Decontamination Class of CP1Oand Bacteriological Cleanliness Class B1 for specific strains and reduction in colony size. Washability properties of 500 wash cycles as per ASTM D-4828 and suitable for Green Building application with Recycled content of 37%. The tile shall be laid on 24mm 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 15 kg/m2 & pull out strength of minimum 100 kg The T Sections should have a Galvanizing of 90 grams per m2 and need to be installed with suspension system of approved make. N2 29.70 2309.26 68585.02 0.00 29.70 0.00 29.70 2309.26 0.00 68585.02 0.00 68585.02 68585.02 0.00 68585.02

48 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.( Volume 2 Page No 104 Item No 12.51) NO 11.00 1045.45 11499.95 0.00 11.00 0.00 11.00 1045.45 0.00 11499.95 0.00 11499.95 11499.95 0.00 11499.95

49 Providing and fixing following fixtures to doors and windows. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

A Providing and fixing chromium plated brass butt hinges with necessary chromium plated brass screws etc. complete. 125x70x4 mm (ordinary type) No 52.00 175.10 9105.20 0.00 52.00 0.00 52.00 175.10 0.00 9105.20 0.00 9105.20 9105.20 0.00 9105.20

B Providing and fixing Hold fasts M.S. for doors etc complete No 44.00 51.50 2266.00 0.00 44.00 0.00 44.00 51.50 0.00 2266.00 0.00 2266.00 2266.00 0.00 2266.00

C Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125mm No 22.00 45.32 997.04 0.00 22.00 0.00 22.00 45.32 0.00 997.04 0.00 997.04 997.04 0.00 997.04

D 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. No 22.00 1083.56 23838.32 0.00 22.00 0.00 22.00 1083.56 0.00 23838.32 0.00 23838.32 23838.32 0.00 23838.32

E Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete No 25.00 133.90 3347.50 0.00 25.00 0.00 25.00 133.90 0.00 3347.50 0.00 3347.50 3347.50 0.00 3347.50

F Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. No 10.00 123.60 1236.00 0.00 10.00 0.00 10.00 123.60 0.00 1236.00 0.00 1236.00 1236.00 0.00 1236.00

1 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m3 8.21 11909.15 97750.27 0.00 8.21 0.00 8.21 11909.15 0.00 97750.27 0.00 97750.27 97750.27 0.00 97750.27

2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m3 6.79 10864.06 73810.43 0.00 6.79 0.00 6.79 10864.06 0.00 73810.43 0.00 73810.43 73810.43 0.00 73810.43

3 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m3 37.82 10508.07 397446.74 0.00 37.82 0.00 37.82 10508.07 0.00 397446.74 0.00 397446.74 397446.74 0.00 397446.74

4 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. 62.43 8268.30 516157.17 0.00 62.43 0.00 62.43 8268.30 0.00 516157.17 0.00 516157.17 516157.17 0.00 516157.17

5 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 1:3 (1 cement :3 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. m2 35.49 1070.47 37990.93 0.00 35.49 0.00 35.49 1070.47 0.00 37990.93 0.00 37990.93 37990.93 0.00 37990.93

6 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 m3 3.38 9845.56 33317.36 0.00 3.38 0.00 3.38 9845.56 0.00 33317.36 0.00 33317.36 33317.36 0.00 33317.36

7 Providing Salwood 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. m3 0.37 102797.24 37829.39 0.00 0.37 0.00 0.37 102797.24 0.00 37829.39 0.00 37829.39 37829.39 0.00 37829.39

8 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 42x50 mm PVC Extruded section m 10.00 248.63 2486.32 0.00 10.00 0.00 10.00 248.63 0.00 2486.32 0.00 2486.32 2486.32 0.00 2486.32

9 Providing and fixing in position fully panelled shutters of Honne wood for windows with stiles and rails of 30mm thick, 75mm wide in two halves with panels of 20mm thick including cost of materials, labour charges,usage charges complete as per specifications. (excluding cost of fixtures) m2 14.38 6970.01 100193.89 0.00 14.38 0.00 14.38 6970.01 0.00 100193.89 0.00 100193.89 100193.89 0.00 100193.89

10 Providing and fixing factory made Green certified, Anti Termite, UV resistant, high water absorbant single extruded WPC (Wood PolymerComposite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) having minimum density of 650 kg/m3 and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength of 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws The cost includes cost of materials, transportation, labour and fixing charges.(Cost of Fixtures to be paid separately) 30 mm thickness m2 3.36 3625.45 12181.50 0.00 3.36 0.00 3.36 3625.45 0.00 12181.50 0.00 12181.50 12181.50 0.00 12181.50

11 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 openings /wooden frames with rawl plugs screws etc. kg 1381.50 190.37 263002.92 0.00 1381.50 0.00 1381.50 190.37 0.00 263002.92 0.00 263002.92 263002.92 0.00 263002.92

12 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). m2 43.35 7005.38 303683.23 0.00 43.35 0.00 43.35 7005.38 0.00 303683.23 0.00 303683.23 303683.23 0.00 303683.23

13 Providing & fixing of louvered ventilator 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 with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass.Wall thickness of frame shall be 2mm.Maximum possible size – 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made). m2 2.40 5949.48 14278.74 0.00 2.40 0.00 2.40 5949.48 0.00 14278.74 0.00 14278.74 14278.74 0.00 14278.74

14 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts,bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. kg 89.85 587.77 52811.09 0.00 89.85 0.00 89.85 587.77 0.00 52811.09 0.00 52811.09 52811.09 0.00 52811.09

16 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. m2 600.56 263.20 158064.93 0.00 600.56 0.00 600.56 263.20 0.00 158064.93 0.00 158064.93 158064.93 0.00 158064.93

17 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. m2 785.76 104.03 81742.20 0.00 785.76 0.00 785.76 104.03 0.00 81742.20 0.00 81742.20 81742.20 0.00 81742.20

18 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) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished rough with sponge 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.+ 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. m2 368.60 397.39 146480.05 0.00 368.60 0.00 368.60 397.39 0.00 146480.05 0.00 146480.05 146480.05 0.00 146480.05

19 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 Engineerin- Charge. kg 55.00 66.58 3661.86 0.00 0.00 55.00 55.00 66.58 0.00 0.00 3661.86 3661.86 3661.86 0.00 3661.86

20 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 TONNES 10.67 94109.70 1003968.29 0.00 0.00 10.67 10.67 94109.70 0.00 0.00 1003968.29 1003968.29 1003968.29 0.00 1003968.29

21 Providing and laying Vitrified tiles with thickness 9-10 mm in floor with different sizes 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 Size of Tile 600x600 mm m2 159.63 1287.89 205582.24 0.00 0.00 159.63 159.63 1287.89 0.00 0.00 205582.24 205582.24 205582.24 0.00 205582.24

22 Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge. m2 159.63 217.42 34706.53 0.00 0.00 159.63 159.63 217.42 0.00 0.00 34706.53 34706.53 34706.53 0.00 34706.53

23 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.( Volume 2 Page No 63 Item No 9.24)** Polished Granite stone slab Black, Cherry Red, Brown, Cat Eye,River Pink or equivalent. m2 58.05 2962.77 171989.05 0.00 0.00 58.05 58.05 2962.77 0.00 0.00 171989.05 171989.05 171989.05 0.00 171989.05

24 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 colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick 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 pigment etc., complete. m2 9.40 1115.20 10478.43 0.00 0.00 9.40 9.40 1115.20 0.00 0.00 10478.43 10478.43 10478.43 0.00 10478.43

25 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. m2 21.94 5540.64 121544.97 0.00 0.00 21.94 21.94 5540.64 0.00 0.00 121544.97 121544.97 121544.97 0.00 121544.97

26 Providing skirting, dadooing, rises of steps with colour 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. ( Volume 1 Page No 65 Item No 9.39) m2 41.24 1504.27 62042.27 0.00 0.00 41.24 41.24 1504.27 0.00 0.00 62042.27 62042.27 62042.27 0.00 62042.27

27 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 L/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. (The gloss should be 50% @ 60 degree angle with 10 years life) m2 785.76 164.37 129152.67 0.00 0.00 785.76 785.76 164.37 0.00 0.00 129152.67 129152.67 129152.67 0.00 129152.67

28 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paintof 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. m2 368.60 181.01 66721.28 0.00 0.00 368.60 368.60 181.01 0.00 0.00 66721.28 66721.28 66721.28 0.00 66721.28

29 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. m2 96.46 55.14 5318.13 0.00 0.00 96.46 96.46 55.14 0.00 0.00 5318.13 5318.13 5318.13 0.00 5318.13

30 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. m2 37.38 143.56 5365.61 0.00 0.00 37.38 37.38 143.56 0.00 0.00 5365.61 5365.61 5365.61 0.00 5365.61

31 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. m2 46.05 144.60 6658.91 0.00 0.00 46.05 46.05 144.60 0.00 0.00 6658.91 6658.91 6658.91 0.00 6658.91

32 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. no 7.00 1055.90 7391.33 0.00 0.00 7.00 7.00 1055.90 0.00 0.00 7391.33 7391.33 7391.33 0.00 7391.33

33 Providing and fixing following fixtures to doors and windows. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

a Providing and fixing chromium plated brass butt hinges with necessary chromium plated brass screws etc. complete. 125x70x4 mm (ordinary type) NO 34.00 176.85 6012.93 0.00 0.00 34.00 34.00 176.85 0.00 0.00 6012.93 6012.93 6012.93 0.00 6012.93

b Providing and fixing Hold fasts M.S. for doors etc complete NO 28.00 52.02 1456.42 0.00 0.00 28.00 28.00 52.02 0.00 0.00 1456.42 1456.42 1456.42 0.00 1456.42

c Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125mm NO 14.00 45.77 640.82 0.00 0.00 14.00 14.00 45.77 0.00 0.00 640.82 640.82 640.82 0.00 640.82

D 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. NO 14.00 1094.40 15321.54 0.00 0.00 14.00 14.00 1094.40 0.00 0.00 15321.54 15321.54 15321.54 0.00 15321.54

e Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete NO 16.00 135.24 2163.82 0.00 0.00 16.00 16.00 135.24 0.00 0.00 2163.82 2163.82 2163.82 0.00 2163.82

f Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. NO 7.00 124.84 873.85 0.00 0.00 7.00 7.00 124.84 0.00 0.00 873.85 873.85 873.85 0.00 873.85

1 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m³ 3.64 12027.06 43718.36 0.00 0.00 3.64 3.64 12027.06 0.00 0.00 43718.36 43718.36 43718.36 0.00 43718.36

2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m³ 2.96 10971.63 32508.93 0.00 0.00 2.96 2.96 10971.63 0.00 0.00 32508.93 32508.93 32508.93 0.00 32508.93

3 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m³ 3.33 10612.11 35338.33 0.00 0.00 3.33 3.33 10612.11 0.00 0.00 35338.33 35338.33 35338.33 0.00 35338.33

4 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. 28.73 8350.17 239900.35 0.00 0.00 28.73 28.73 8350.17 0.00 0.00 239900.35 239900.35 239900.35 0.00 239900.35

5 Providing Salwood 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. m3 0.08 103815.04 7889.94 0.00 0.00 0.08 0.08 103815.04 0.00 0.00 7889.94 7889.94 7889.94 0.00 7889.94

6 Providing and fixing in position fully panelled shutters of Honne wood for windows with stiles and rails of 30mm thick, 75mm wide in two halves with panels of 20mm thick including cost of materials, labour charges,usage charges complete as per specifications. (excluding cost of fixtures) m2 3.25 7039.02 22876.82 0.00 0.00 3.25 3.25 7039.02 0.00 0.00 22876.82 22876.82 22876.82 0.00 22876.82

7 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. m2 64.21 265.80 17066.07 0.00 0.00 64.21 64.21 265.80 0.00 0.00 17066.07 17066.07 17066.07 0.00 17066.07

8 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. m2 85.59 105.06 8991.67 0.00 0.00 85.59 85.59 105.06 0.00 0.00 8991.67 8991.67 8991.67 0.00 8991.67

9 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) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished rough with sponge 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.+ 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. m2 296.93 401.33 119165.88 0.00 0.00 296.93 296.93 401.33 0.00 0.00 119165.88 119165.88 119165.88 0.00 119165.88

10 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 Engineerin- Charge. Kg 45.00 67.24 3025.73 0.00 0.00 45.00 45.00 67.24 0.00 0.00 3025.73 3025.73 3025.73 0.00 3025.73

11 Polymerized plaster reinforced with glass fibre mesh m2 13.50 333.04 4496.04 0.00 0.00 13.50 13.50 333.04 0.00 0.00 4496.04 4496.04 4496.04 0.00 4496.04

12 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 t 1.51 95041.48 143250.51 0.00 0.00 1.51 1.51 95041.48 0.00 0.00 143250.51 143250.51 143250.51 0.00 143250.51

13 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /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.(Volume 2 Page No. 48 Item No 8.33.1) m2 85.59 165.99 14206.83 0.00 0.00 85.59 85.59 165.99 0.00 0.00 14206.83 14206.83 14206.83 0.00 14206.83

14 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paintof 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.(Volume 2 Page No. 46 Item No 8.30) m2 296.93 182.80 54279.74 0.00 0.00 296.93 296.93 182.80 0.00 0.00 54279.74 54279.74 54279.74 0.00 54279.74

15 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. m2 343.94 858.34 295219.67 0.00 0.00 343.94 343.94 858.34 0.00 0.00 295219.67 295219.67 295219.67 0.00 295219.67

16 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. m2 8.45 55.68 470.51 0.00 0.00 8.45 8.45 55.68 0.00 0.00 470.51 470.51 470.51 0.00 470.51

17 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @0.75 ltr/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. m2 8.45 144.98 1225.10 0.00 0.00 8.45 8.45 144.98 0.00 0.00 1225.10 1225.10 1225.10 0.00 1225.10

18 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.( Volume 2 Page No 104 Item No 12.51) Nos 1.00 1066.36 1066.36 0.00 0.00 1.00 1.00 1066.36 0.00 0.00 1066.36 1066.36 1066.36 0.00 1066.36

19 Providing and fixing following fixtures to doors and windows. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

A Providing and fixing chromium plated brass butt hinges with necessary chromium plated brass screws etc. complete. 125x70x4 mm (ordinary type) Nos 6.00 178.60 1071.61 0.00 0.00 6.00 6.00 178.60 0.00 0.00 1071.61 1071.61 1071.61 0.00 1071.61

B Providing and fixing Hold fasts M.S. for doors etc complete (Material Components P.No A-27 Sl.No 285 ) NOS 4.00 52.53 210.12 0.00 0.00 4.00 4.00 52.53 0.00 0.00 210.12 210.12 210.12 0.00 210.12

C Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125mm NOS 2.00 46.23 92.45 0.00 0.00 2.00 2.00 46.23 0.00 0.00 92.45 92.45 92.45 0.00 92.45

D 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 2.00 1105.23 2210.46 0.00 0.00 2.00 2.00 1105.23 0.00 0.00 2210.46 2210.46 2210.46 0.00 2210.46

E Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic 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 4.00 136.58 546.31 0.00 0.00 4.00 4.00 136.58 0.00 0.00 546.31 546.31 546.31 0.00 546.31

F Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. NOS 2.00 126.07 252.14 0.00 0.00 2.00 2.00 126.07 0.00 0.00 252.14 252.14 252.14 0.00 252.14

1 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work - Exposed on wall 50 mm nominal dia Pipes m 15.00 804.43 12066.45 0.00 0.00 15.00 15.00 804.43 0.00 0.00 12066.45 12066.45 12066.45 0.00 12066.45

2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work - Exposed on wall 40 mm nominal dia Pipes m 20.00 552.08 11041.60 0.00 0.00 20.00 20.00 552.08 0.00 0.00 11041.60 11041.60 11041.60 0.00 11041.60

2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work - Exposed on wall 32 mm nominal dia Pipes M 50.00 412.00 20600.00 0.00 0.00 50.00 50.00 412.00 0.00 0.00 20600.00 20600.00 20600.00 0.00 20600.00

3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work - Exposed on wall 32 mm nominal dia Pipes m 60.00 327.54 19652.40 0.00 0.00 60.00 60.00 327.54 0.00 0.00 19652.40 19652.40 19652.40 0.00 19652.40

4 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 140mm dia, 6 kg/sqcm & class 3 m 80.00 601.52 48121.60 0.00 0.00 80.00 80.00 601.52 0.00 0.00 48121.60 48121.60 48121.60 0.00 48121.60

5 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 110mm dia, 6 kg/sqcm & class 3 m 60.00 423.33 25399.80 0.00 0.00 60.00 60.00 423.33 0.00 0.00 25399.80 25399.80 25399.80 0.00 25399.80

6 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 75mm dia, 6 kg/sqcm & class 3 m 50.00 226.60 11330.00 0.00 0.00 50.00 50.00 226.60 0.00 0.00 11330.00 11330.00 11330.00 0.00 11330.00

7 Providing UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. complete for: Pipes of SN 8, 110mm dia. m 60.00 357.41 21444.60 0.00 0.00 60.00 60.00 357.41 0.00 0.00 21444.60 21444.60 21444.60 0.00 21444.60

8 Supply and delivery at site GM (copper alloy) gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark. For 65 mm dia GM (Copper alloy) Gate valves m 0.00 1925.07 0.00 0.00 0.00 0.00 0.00 1925.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00

9 Supply and delivery at site GM (copper alloy) gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark. For 40 mm dia GM (Copper alloy) Gate valves Nos 4.00 1545.00 6180.00 0.00 0.00 4.00 4.00 1545.00 0.00 0.00 6180.00 6180.00 6180.00 0.00 6180.00

10 Supply and delivery at site GM (copper alloy) gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark. For 32 mm dia GM (Copper alloy) Gate valves Nos 6.00 1378.14 8268.84 0.00 0.00 6.00 6.00 1378.14 0.00 0.00 8268.84 8268.84 8268.84 0.00 8268.84

11 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. Nos 17.00 746.75 12694.75 0.00 0.00 17.00 17.00 746.75 0.00 0.00 12694.75 12694.75 12694.75 0.00 12694.75

12 Providing and fixing brass bib cock of approved quality : 20 mm nominal bore Nos 17.00 314.15 5340.55 0.00 0.00 17.00 17.00 314.15 0.00 0.00 5340.55 5340.55 5340.55 0.00 5340.55

13 Providing and fixing PTMT pillar cock of approved quality and colour.15 mm nominal bore, 125 mm long foam flow, weighing not less than 120 g Each 5.00 323.42 1617.10 0.00 0.00 5.00 5.00 323.42 0.00 0.00 1617.10 1617.10 1617.10 0.00 1617.10

14 Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. Nos 10.00 322.39 3223.90 0.00 0.00 10.00 10.00 322.39 0.00 0.00 3223.90 3223.90 3223.90 0.00 3223.90

15 Cutting holes up to 30x30 cm in walls including making good the same: With common burnt clay F.P.S. (non modular) bricks Each 20.00 332.69 6653.80 0.00 0.00 20.00 20.00 332.69 0.00 0.00 6653.80 6653.80 6653.80 0.00 6653.80

16 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 2000.00 9.27 18540.00 0.00 0.00 2000.00 2000.00 9.27 0.00 0.00 18540.00 18540.00 18540.00 0.00 18540.00

17 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 m³ 87.75 498.52 43745.13 0.00 0.00 87.75 87.75 498.52 0.00 0.00 43745.13 43745.13 43745.13 0.00 43745.13

18 Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications m³ 87.75 164.80 14461.20 0.00 0.00 87.75 87.75 164.80 0.00 0.00 14461.20 14461.20 14461.20 0.00 14461.20

19 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests. Each 2.00 5030.52 10061.04 0.00 0.00 2.00 2.00 5030.52 0.00 0.00 10061.04 10061.04 10061.04 0.00 10061.04

19 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid Each 4.00 4983.14 19932.56 0.00 0.00 4.00 4.00 4983.14 0.00 0.00 19932.56 19932.56 19932.56 0.00

20 Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required, White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps Unit 5.00 2951.98 14759.90 0.00 0.00 5.00 5.00 2951.98 0.00 0.00 14759.90 14759.90 14759.90 0.00 14759.90

21 Providing and fixing unplasticised PVC connection pipe with brass unions : 20 mm nominal bore Set 5.00 113.30 566.50 0.00 0.00 5.00 5.00 113.30 0.00 0.00 566.50 566.50 566.50 0.00 566.50

22 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : One urinal basin with 5 litre white P.V.C. automatic flushing cistern Unit 3.00 4587.62 13762.86 0.00 0.00 3.00 3.00 4587.62 0.00 0.00 13762.86 13762.86 13762.86 0.00 13762.86

23 Providing and fixing 100 mm sand cast Iron grating for gully trap. Each 3.00 48.41 145.23 0.00 0.00 3.00 3.00 48.41 0.00 0.00 145.23 145.23 145.23 0.00 145.23

24 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 75 mm outlet * Hubless centrifugally cast (spun) iron epoxy coated inside & outside as perr IS : 15905 Each 13.00 489.25 6360.25 0.00 0.00 13.00 13.00 489.25 0.00 0.00 6360.25 6360.25 6360.25 0.00 6360.25

25 Constructing brick masonry chamber of internal dimension 600x600mm 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. Each 3.00 5617.62 16852.86 0.00 0.00 3.00 3.00 5617.62 0.00 0.00 16852.86 16852.86 16852.86 0.00 16852.86

26 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 Each 6.00 1777.78 10666.68 0.00 0.00 6.00 6.00 1777.78 0.00 0.00 10666.68 10666.68 10666.68 0.00 10666.68

1 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 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

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 through out the conduit wherever necessary. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3 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. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4 Supplying and fixing PVC/metal conduit accessories Deep junction box. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

5 Extra for Groove cutting in brick wall/CC floor to the suitable depth for concealing of Conduit/GI pipe and plastering, up to wall surface complete 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6 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 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Supplying And Fixing Metal Fan Box with Round Hook. NO 20 117 2340.00 0.00 0.00 20.00 20.00 117.00 0.00 0.00 2340.00 2340.00 2340.00 0.00 2340.00

7 Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm2 (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. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Short point up to 3Mtr from tapping point to out let via switch box Point 23 269 6187.00 0.00 0.00 23.00 23.00 269.00 0.00 0.00 6187.00 6187.00 6187.00 0.00 6187.00

Medium point above 3Mtr up to 6Mtr from tapping point to out let via switch box Point 28 379 10612.00 0.00 0.00 28.00 28.00 379.00 0.00 0.00 10612.00 10612.00 10612.00 0.00 10612.00

Long point above 6Mtr up to 10Mtr from tapping point to out let via switch box Point 32 555 17760.00 0.00 0.00 32.00 32.00 555.00 0.00 0.00 17760.00 17760.00 17760.00 0.00 17760.00

8 Wiring for lighting/power circuit using one of FR PVC insulated 1100V grade, multistrand Copper conductor single core cable in open or concealed system of wiring with specified IS-694:1990 & confirming to the attached GTP of GROUP -A. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

9 Supplying and mounting 2 Nos. of 2 way 6 amps flush type switches either surface/flush mounted on existing gang box or in 4mm thick plastic sheet and mounted on a flush mounted wooden box and wiring as required IS 1293 Each 4 170 680.00 0.00 0.00 4.00 4.00 170.00 0.00 0.00 680.00 680.00 680.00 0.00 680.00

10 Supplying and fixing/replacing of 6/16/32Amps electrical accessories on existing switch board. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

11 Supplying and flush mounting powder coated / galavanized 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 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

12 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. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

13 Supplying and fixing of modular switch existing modular switch plate as per IS 3854 and IS 1293 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

14 Supplying and fixing hylum brand plastic sheet 3mm thick with necessary nitches for fixing switches, regulators etc., and fixing on existing wood or metal box using N.F. screws. Sq Cm 36200 0.35 12670.00 0.00 0.00 36200.00 36200.00 0.35 0.00 0.00 12670.00 12670.00 12670.00 0.00 12670.00

15 Extra for supplying 4mm thick white plastic plate and covering for junction boxes of size ……mm conduit using necessary machine screws. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Supplying of 1440rpm heavy duty exhaust fan with bracket blades suitable to operate on 230V 50Hz, AC Supply complete. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

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. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

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 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 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. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Supplying and fixing of slim box fitting, made out of CRCA Sheet metal body with locking type holder completely wired. Excluding Ballast & Fluorescent Tube. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

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. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

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. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Supply and fixing polished wood board made of not less than 15mm thick plank on both sides of not more than 2 pieces and fixing the same to the wall using tapered inverted wooden plugs screws. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

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 clA 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. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

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 clA. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Fixing a ceiling /wall mounting fan of all capacities and all types, with necessary clA 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. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Fixing one exhaust fan in the nitch already left in the wall with bolts and nuts and 5 A. ceiling rose with sufficient length of 23/0.0076 inch PVC insulated twin core wire. Each 4 492 1968.00 0.00 0.00 4.00 4.00 492.00 0.00 0.00 1968.00 1968.00 1968.00 0.00 1968.00

Supplying and fixing of Shunt trip suitable for MCCB.CBCT Each 1 1703 1703.00 0.00 0.00 1.00 1.00 1703.00 0.00 0.00 1703.00 1703.00 1703.00 0.00 1703.00

Supplying, fixing and wiring 0 to 1500A CT operated AC analog type Ammeter without CT Each 3 480 1440.00 0.00 0.00 3.00 3.00 480.00 0.00 0.00 1440.00 1440.00 1440.00 0.00 1440.00

Supplying, fixing and wiring rotary selector switch suitable for Ammeter Each 2 200 400.00 0.00 0.00 2.00 2.00 200.00 0.00 0.00 400.00 400.00 400.00 0.00 400.00

Supplying, fixing and wiring 3 Phase Digital Ammeter / Voltmeter Each 2 1425 2850.00 0.00 0.00 2.00 2.00 1425.00 0.00 0.00 2850.00 2850.00 2850.00 0.00 2850.00

Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440VAC. 50 Hz 12/24V D.C. Each 3 515 1545.00 0.00 0.00 3.00 3.00 515.00 0.00 0.00 1545.00 1545.00 1545.00 0.00 1545.00

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 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Supplying and Fixing........mm dia class A GI pipe bracket upto 2.7 meters long terminated with a reducing collar of 40x25mm to which extra pipe of 175mm length is fixed for fixing MV/SV/MH/FTL street light fitting of all capacities on rail/RCC/wall/tubular pole, using suitable clA, bolts, nuts and wiring using suitable capacity wires. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Fixing halogen/metal halide /SVL/IL/LED floodlight fitting over existing pole / wall ceiling including clA, bolts, nuts and wiring using suitable capacity wires. Each 4 162 648.00 0.00 0.00 4.00 4.00 162.00 0.00 0.00 648.00 648.00 648.00 0.00 648.00

Supplying ......... A 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 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Supplying of on load change over switches 4 poles, AC- 23A Duty, 415V, 50Hz, AC Supply. (Open Execution) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

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 9255 9255.00 0.00 0.00 1.00 1.00 9255.00 0.00 0.00 9255.00 9255.00 9255.00 0.00 9255.00

16 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. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

17 Supplying and fixing regular MCB distribution boards on wall / wood 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. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

18 GI Grounding pipe,B-Class,42 mm dia,2.5 Mts long,3.2 mm thick with bolt, nut, GI Strips and washer complete Minimum Weight of GI Pipe: 7.3 Kg 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

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 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

19 Good Quality well burnt Charcoal for grounding purposes packed in non returnable gunny bag of 30 Kg each 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

20 Good Quality Salt for grounding purposes packed in 50 Kg gunny bag 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Digging of Pit for providing GI Pipe type Earthing LABOUR RATE 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

GI/Copper strips for grounding connections, using necessary fixing materials as required. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work m³ 25.20 105.06 2647.51 0.00 0.00 25.20 25.20 105.06 0.00 0.00 2647.51 2647.51 2647.51 0.00 2647.51

2 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 m³ 2.10 6095.54 12800.63 0.00 0.00 2.10 2.10 6095.54 0.00 0.00 12800.63 12800.63 12800.63 0.00 12800.63

3 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 m³ 3.89 6722.81 26138.29 0.00 0.00 3.89 3.89 6722.81 0.00 0.00 26138.29 26138.29 26138.29 0.00 26138.29

4 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) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished rough with sponge 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.+ 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. 35.59 393.46 14004.03 0.00 0.00 35.59 35.59 393.46 0.00 0.00 14004.03 14004.03 14004.03 0.00 14004.03

5 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 Engineerin- Charge. kg 18.00 65.92 1186.56 0.00 0.00 18.00 18.00 65.92 0.00 0.00 1186.56 1186.56 1186.56 0.00 1186.56

6 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 2.05 6722.81 13754.87 0.00 0.00 2.05 2.05 6722.81 0.00 0.00 13754.87 13754.87 13754.87 0.00 13754.87

8 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,All other type of structures T 0.54895554 93177.92 51150.54 0.00 0.00 0.55 0.55 93177.92 0.00 0.00 51150.54 51150.54 51150.54 0.00 51150.54

9 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's 4.00 2020.86 8083.44 0.00 0.00 4.00 4.00 2020.86 0.00 0.00 8083.44 8083.44 8083.44 0.00 8083.44

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 m3 25.00 105.06 2626.50 0.00 0.00 25.00 25.00 105.06 0.00 0.00 2626.50 2626.50 2626.50 0.00 2626.50

2 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. m3 3.13 1032.06 3225.19 0.00 0.00 3.13 3.13 1032.06 0.00 0.00 3225.19 3225.19 3225.19 0.00 3225.19

3 Supplying, filling, spreading &leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. m3 12.50 1221.58 15269.75 0.00 0.00 12.50 12.50 1221.58 0.00 0.00 15269.75 15269.75 15269.75 0.00 15269.75

4 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. m3 9.38 1227.76 11510.25 0.00 0.00 9.38 9.38 1227.76 0.00 0.00 11510.25 11510.25 11510.25 0.00 11510.25

5 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For:PVC pipes 50mm dia., 6 kg/sqcm & class 5 Rmt 216.00 104.03 22470.48 0.00 0.00 216.00 216.00 104.03 0.00 0.00 22470.48 22470.48 22470.48 0.00 22470.48

Add for GST 18% 2550499.13

Add for Tender Premium 5% 835996.94

1% Consultancy Charges+18% GST 150827.28 0

Furnitures & Architecture Elevation 2200000.00

Miscellaneous 93237.03

Estimate Amount 20000000.00

Percentage 32% 38% 30% 100%

NAME OF WORK: CONSTRUCTION OF PWD SUB DIVISION OFFICE AT HUKKERI IN HUKKERI TALUKA OF BELAGAVI DISTRICT UNDER HOA 4059-80-051-0-29-386 DEPARTMENTAL BUILDINGS FOR THE FY 2025-26

GROUND FLOOR ABSTRACT & MEASUREMENT SHEET

SL NO DESCRIPTION UNIT NOS LENGTH BREADTH DEPTH QUANTITY RATE AMOUNT

1 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter includingdressing 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 ofmachinery & other appurtenances required to complete the work.In all kinds of soils upto 300 mm depth

CSR 2023-24 Volume 1 Page No. 8 Item No. 1.12

Site Clearing Cum 1 24.92 20.90 0.10 52.08

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

CSR 2023-24 Volume 1 Page No. 8 Item No. 1.14.1

m³ Sub Total 339.74

For Wall CL FROM CL TO C/C LENGTH FOOTING FOOTING EXCAVATION LENGTH

m³ Sub Total 33.53

3 Providing and laying in position Cement Concrete for levelling course for all works in foundation.The granite /trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates.

CSR 2023-24 Volume 1 Page No. 15 Item No. 2.1.3 Issue Rate Dated 08.10.2025

m³ Sub Total 20.78

m³ Sub Total 5.58

Above SSM Coping

m³ Sub Total 1.28

Technical Section 1 8.87 6.00 0.15 7.98

Gents Toilet 1 3.60 1.70 0.15 0.92

Infront of WC 1 2.29 2.52 0.15 0.87

Handicap WC 1 1.50 1.80 0.15 0.41

Infront of Hanicap Toilet 1 2.00 1.80 0.15 0.54

Corridor in front of Lab 1 2.18 1.80 0.15 0.59

Entrance Lobby 1 10.00 6.60 0.15 9.90

Infront of Office 1 1.53 1.80 0.15 0.41

m³ Sub Total 40.58

For Flaging Concrete

m³ Sub Total 16.77

4 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

CSR 2023-24 Volume 1 Page No. 15 Item No. 2.2.3 Issue Rate Dated 08.10.2025

For Footing Concrete Name Nos L B D

5 Providing and laying in position Cement Concrete for all Sub structures ofbuilding, 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 aggregatess.

CSR 2023-24 Volume 1 Page No. 16 Item No. 2.4.3 Issue Rate Dated 08.10.2025

Column Concrete Upto Plinth Beam Top Name Nos L B D

6 Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)

CSR 2023-24 Volume 2 Page No. 9 Item No. 5.2 Issue Rate Dated 08.10.2025

First Layer Name Nos L B D

Second Layer Name Nos L B D

Third Layer Name Nos L B D

Reuse Masonry From Existing Demolished Building (50%) m³ Total -42.22

7 Providing ruled pointing to cursed stone masonry with lime mortar 1:3, 20mm deep, after raking joints to depth of 20mm nicely lining, including cost all materials, labour, usage charges of achinery, curing complete as pre specification.

CSR 2023-24 Volume 2 Page No. 44 Item No. 8.19.1

8 Providing and laying in position Cement Concrete for all Sub structures ofbuilding, 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 aggregatess(Volume 1 Page No 16-Item No 2.4.3)

CSR 2023-24 Volume 1 Page No. 16 Item No. 2.4.3 Issue Rate Dated 08.10.2025

Plinth Beams Cl From CL To Name Nos L B D

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

CSR 2023-24 Volume 1 Page No. 16 Item No. 2.5.2 Issue Rate Dated 08.10.2025

Column Upto Ground Floor Slab (3.60-0.15=3.45m)

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

CSR 2023-24 Volume 1 Page No. 16 Item No. 2.5.1 Issue Rate Dated 08.10.2025

m³ Sub Total 3.61

m³ Sub Total 4.42

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

CSR 2023-24 Volume 1 Page No. 16 Item No. 2.5.2

For Ground Floor Slab

Betn GRID A to L GRID 3 to 10 1 19.92 12.09 0.15 36.12 GRID A to L GRID 3 to 10 1 19.92 12.09 0.15

Betn GRID C to G GRID 2 to 3 1 10.46 1.20 0.15 1.88 GRID C to G GRID 2 to 3 1 10.46 1.2 0.15

Betn GRID D to F GRID 1 to 2 1 6.40 3.15 0.15 3.02 GRID D to F GRID 1 to 2 1 6.4 3.15 0.15

Betn Deduct Stairroom GRID 1 to 2 -1 5.94 3.60 0.15 -3.21 Deduct Stairroom GRID 1 to 2 -1 5.94 3.6 0.15

12 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.

CSR 2023-24 Volume 1 Page No. 7 Item No. 1.9

Total Excavated Qty Vide Item No. 1.14.1 m³ 373.27

13 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.

CSR 2023-24 Volume 1 Page No. 7 Item No. 1.8

For Plinth Filling

Betn GRID A to L GRID 3 to 10 1 19.92 12.09 0.75 180.62 GRID A to L GRID 3 to 10 1 19.92 12.09 0.75

Betn GRID C to G GRID 2 to 3 1 10.46 1.20 0.75 9.41 GRID C to G GRID 2 to 3 1 10.46 1.2 0.75

Betn GRID D to F GRID 1 to 2 1 6.40 3.15 0.75 15.12 GRID D to F GRID 1 to 2 1 6.4 3.15 0.75

CL Above GL to Plinth -10.100

UCR Coping -1.283

Plinth Beam Concrete -16.527

Floor Bed -40.576

Required Qty Of Filling m³ 136.67

Add 20% Extra for Side Leveling m³ 27.33

m³ Total 164.01

14 Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier underand around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along theexternal 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.

CSR 2023-24 Volume 2 Page No. 5 Item No. 4.1

Betn GRID A to L GRID 3 to 10 1 19.92 12.09 240.83 GRID A to L GRID 3 to 10 1 19.92 12.09 0.75

Betn GRID C to G GRID 2 to 3 1 10.46 1.20 12.55 GRID C to G GRID 2 to 3 1 10.46 1.2 0.75

Betn GRID D to F GRID 1 to 2 1 6.40 3.15 20.16 GRID D to F GRID 1 to 2 1 6.4 3.15 0.75

15 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.

CSR 2023-24 Volume 2 Page No. 14 Item No. 6.8 Issue Rate Dated 08.10.2025

HORIZONTAL FH CILL LINTEL BEAM

16 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 1:3 (1 cement :3 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.

CSR 2023-24 Volume 2 Page No. 14 Item No. 6.15 Issue Rate Dated 08.10.2025

Horizontal FH CILL LINTEL BEAM

17 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

CSR 2023-24 Volume 1 Page No. 16 Item No. 2.5.1 Issue Rate Dated 08.10.2025

Chajja Concrete at Sill Level

Chajja Concrete at Lintel Level

18 Providing Honne 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.

CSR 2023-24 Volume 2 Page No. 99 Item No. 12.11

19 Providing Salwood 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.

CSR 2023-24 Volume 2 Page No. 99 Item No. 12.13.1

20 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 42x50 mm PVC Extruded section

CSR 2023-24 Volume 2 Page No. 108 Item No. 12.83.2

21 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 )

CSR 2023-24 Volume 2 Page No. 100 Item No. 12.15

22 Providing and fixing in position fully panelled shutters of Honne wood for windows with stiles and rails of 30mm thick, 75mm wide in two halves with panels of 20mm thick including cost of materials, labour charges,usage charges complete as per specifications. (excluding cost of fixtures)

CSR 2023-24 Volume 2 Page No. 101 Item No. 12.27

23 Providing and fixing factory made Green certified, Anti Termite, UV resistant, high water absorbant single extruded WPC (Wood PolymerComposite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) having minimum density of 650 kg/m3 and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength of 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws The cost includes cost of materials, transportation, labour and fixing charges.(Cost of Fixtures to be paid separately) 30 mm thickness

CSR 2023-24 Volume 2 Page No. 111 Item No. 12.94

24 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 openings /wooden frames with rawl plugs screws etc.

CSR 2023-24 Volume 2 Page No. 86 Item No. 11.34B

Below Staircase 1st Flight 1 1.91 0.53 1.00

Below Staircase 2nd Flight 1 5.94 2.03 12.02

Kgs Total 1699.20

25 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).

CSR 2023-24 Volume 2 Page No. 110 Item No. 12.9 12.90

26 Providing & fixing of louvered ventilator 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 with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass.Wall thickness of frame shall be 2mm.Maximum possible size – 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made).

CSR 2023-24 Volume 2 Page No. 110 Item No. 12.85 12.90

27 Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer including cost of materials ,labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.

CSR 2023-24 Volume 2 Page No. 77 Item No. 11.3 12.90

28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts,bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.

CSR 2023-24 Volume 2 Page No. 85 Item No. 11.28 12.90

Ent Steps 3.15m x 1.00m kg/m

Hand Rail 50mm dia 14 Guage 1 3.45 2.54 8.75

Vertical Pipe 1.2m c/c 50mm dia 14 Guage 3 1.00 2.54 7.61

Horizontal Pipe 25mm dia 14 Guage 5 3.15 1.21 19.12

Hand Rail 50mm dia 14 Guage 1 2.10 2.54 5.32

Vertical Pipe 1.2m c/c 50mm dia 14 Guage 2 1.00 2.54 5.07

Horizontal Pipe 25mm dia 14 Guage 5 1.95 1.21 11.83

Ramp 7.6m x 1.00m kg/m

Hand Rail 50mm dia 14 Guage 1 7.75 2.54 19.66

Vertical Pipe 1.2m c/c 50mm dia 14 Guage 7 1.00 2.54 17.75

Horizontal Pipe 25mm dia 14 Guage 5 7.60 1.21 46.13

Hand Rail 50mm dia 14 Guage 1 4.88 2.54 12.38

Vertical Pipe 1.2m c/c 50mm dia 14 Guage 4 1.00 2.54 10.14

Horizontal Pipe 25mm dia 14 Guage 5 4.73 1.21 28.71

Staircase 1st Flight 2.35m x 1.00m

Hand Rail 50mm dia 14 Guage 1 2.50 2.54 6.34

Vertical Pipe 1.2m c/c 50mm dia 14 Guage 3 1.00 2.54 7.61

Horizontal Pipe 25mm dia 14 Guage 5 2.35 1.21 14.26

Staircase 2nd Flight 3m x 1.00m

Hand Rail 50mm dia 14 Guage 1 3.00 2.54 7.61

Vertical Pipe 1.2m c/c 50mm dia 14 Guage 3 1.00 2.54 7.61

Horizontal Pipe 25mm dia 14 Guage 5 3.00 1.21 18.21

Staircase 3rd Flight 2.35m x 1.00m

Hand Rail 50mm dia 14 Guage 1 2.50 2.54 6.34

Vertical Pipe 1.2m c/c 50mm dia 14 Guage 3 1.00 2.54 7.61

Horizontal Pipe 25mm dia 14 Guage 5 2.35 1.21 14.26

29 Polymerized plaster reinforced with glass fibre mesh

CSR 2023-24 Volume 2 Page No. A-30 Item No. 623 12.90

Plaster Mesh at Column, Beam brick masonry joint 1 1 500.00 0.30 150.00

30 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.

CSR 2023-24 Volume 2 Page No. 44 Item No. 8.16.a 12.90

For Porch Drop 1 1 12.70 1.75 22.22

31 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.

CSR 2023-24 Volume 2 Page No. 41 Item No. 8.1.1 Issue Rate Dated 08.10.2025 12.90

Technical Section 1 29.74 3.45 102.60

Gents Toilet 1 15.84 3.45 54.64

Handicap Toilet 1 6.60 3.45 22.77

Infront of Handicap Toilet 1 7.60 3.45 26.22

Stairroom 1 13.14 3.45 45.33

Corridor / Lobby 1 40.60 3.45 140.07

For Statue 1 2.40 0.75 1.80

For Statue 1 0.60 0.60 0.36

Deductions for openings

Quantity after deductions m2 662.05 260.59 ₹172,523.61 0.50

32 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.

CSR 2023-24 Volume 2 Page No. 50 Item No. 8.51 12.90

Inside Plaster m2 662.05

Technical Section 1 8.87 6.00 53.22

Infront of WC 1 2.29 2.52 5.77

Gents Toilet 1 3.60 1.70 6.12

Handicap Toilet 1 1.50 1.80 2.70

Infront of Handicap Toilet 1 2.00 1.80 3.60

Corridor 1 1.53 1.80 2.75

Corridor 1 2.18 1.80 3.92

Corridor 2 1.80 6.60 23.76

Deduct Dado Qty m2 -81.36

33 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) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished rough with sponge 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.+ 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.

CSR 2023-24 Volume 2 Page No. 42 Item No. 8.9 Issue Rate Dated 08.10.2025 12.90

Outside Plaster

For Window Chajja at Sill Level

For Window Chajja at Lintel Level

South Side 6.76

For Window Vertical Wall

Deductions for openings 22.80

34 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 Engineerin- Charge.

CSR 2023-24 Volume 2 Page No. 43 Item No. 8.12 12.90

Quantity Vide External Plastering SN 33 368.83

For 1sqm 0.15 bag cement required 55.32

For water proofing material in cement plaster work in proportion 1 bag = 1kg water proofing material required 55.32

35 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

CSR 2023-24 Volume 1 Page No. 18 Item No. 2.11.a Issue Rate Dated 04.04.2026 12.90

Form Steel Quantity Table 15671.33

Add 10% Extra for Architectural sloping ground 1567.13

Total Qty 17238.47

36 Providing and laying Vitrified tiles with thickness 9-10 mm in floor with different sizes 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 Size of Tile 600x600 mm

CSR 2023-24 Volume 2 Page No. 62 Item No. 9.21.2 12.90

Technical Section 1 8.87 6.00 53.22

Technical Section 1 29.74 0.15 4.46

37 Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge.

CSR 2023-24 Volume 2 Page No. 62 Item No. 9.20.2 12.90

Technical Section 1 8.87 6.00 53.22

Technical Section 1 29.74 0.15 4.46

38 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.( Volume 2 Page No 63 Item No 9.24)** Polished Granite stone slab Black, Cherry Red, Brown, Cat Eye,River Pink or equivalent.

CSR 2023-24 Volume 2 Page No. 63 Item No. 9.24 Issue Rate Dated 08.10.2025 12.90

Infront of Handicap Toilet 1 2.00 1.80 3.60

Corridor 1 1.53 1.80 2.75

Corridor 1 2.18 1.80 3.92

Corridor 2 1.80 6.60 23.76

Staircase Room 1 5.94 3.60 21.38

Urinal Partation 3 1.50 0.60 2.70

Gents Toilet Wash Basin 1 1.70 0.60 1.02

AEE Toilet Wash Basin 1 0.90 0.60 0.54

Soap Dish 8 0.40 0.40 1.28

For Statue 1 0.60 0.60 0.36

For Statue 4 0.60 0.75 1.80

Corridor 1 60.66 0.15 9.10

39 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 colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick 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 pigment etc., complete.

CSR 2023-24 Volume 2 Page No. 60 Item No. 9.9 Issue Rate Dated 08.10.2025 12.90

Infront of WC 1 2.30 2.63 6.05

Infront of Wash Basin 1 3.60 1.70 6.12

Handicap WC 1 1.50 1.80 2.70

AEE Toilet 1 1.80 2.40 4.32

40 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.

CSR 2023-24 Volume 2 Page No. 64 Item No. 9.3 Issue Rate Dated 08.10.2025 12.90

41 Providing skirting, dadooing, rises of steps with colour 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. ( Volume 1 Page No 65 Item No 9.39)

CSR 2023-24 Volume 2 Page No. 65 Item No. 9.39 Issue Rate Dated 08.10.2025 12.90

Gents Toilet 1 15.84 2.10 33.26

Handicap WC 1 6.60 2.10 13.86

42 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 L/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. (The gloss should be 50% @ 60 degree angle with 10 years life)

CSR 2023-24 Volume 2 Page No. 46 Item No. 8.33.1 12.90

As Per Inside Plaster Qty

Interior Paint as per Wall Putty Qty m2 805.23

43 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paintof 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.

CSR 2023-24 Volume 2 Page No. 46 Item No. 8.3 12.90

As Per Outside Plaster Qty m2 Total 368.83

44 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.

CSR 2023-24 Volume 2 Page No. 47 Item No. 8.34.1 12.90

Below Staircase 1st Flight 1.00 1 1.91 0.530 1.01

Below Staircase 2nd Flight 1.00 1 5.94 2.030 12.06

45 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @0.75 ltr/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.

CSR 2023-24 Volume 2 Page No. 46 Item No. 8.33.2 12.90

46 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.

CSR 2023-24 Volume 2 Page No. 47 Item No. 8.33.3 12.90

Below Staircase 1st Flight 1.00 1 1.91 0.53 1.01

Below Staircase 2nd Flight 1.00 1 5.94 2.03 12.06

47 Providing & Fixing of Mineral Fibre Suspended Ceiling System in the module size of 600x600x19mm with Exposed grid for Hospitals, Shopping malls, Commercial establishments and office complexes.The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance 87%, Thermal Conductivity k = 0.052 - 0.057 w/m K, NRC -0.7,Colour White, Fire Performance UK A2 S1, dO, with Anti Microbial coating on the face of the tile, suitable for zone 4 area according to NF S 90-35:2003 with cleanroom class of ISO 5 (Class 100), Decontamination Class of CP1Oand Bacteriological Cleanliness Class B1 for specific strains and reduction in colony size. Washability properties of 500 wash cycles as per ASTM D-4828 and suitable for Green Building application with Recycled content of 37%. The tile shall be laid on 24mm 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 15 kg/m2 & pull out strength of minimum 100 kg The T Sections should have a Galvanizing of 90 grams per m2 and need to be installed with suspension system of approved make.

CSR 2023-24 Volume 2 Page No. 31 Item No. 7.5 12.90

Add 10% for Projections 1 1 2.70

48 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.( Volume 2 Page No 104 Item No 12.51)

CSR 2023-24 Volume 2 Page No. 104 Item No. 12.51 Issue Rate Dated 08.10.2025 12.90

49 Providing and fixing following fixtures to doors and windows.

a Providing and fixing chromium plated brass butt hinges with necessary chromium plated brass screws etc. complete. 125x70x4 mm (ordinary type)

CSR 2023-24 Volume 2 Page No. 176 Item No. 20.34.1 12.90

b Providing and fixing Hold fasts M.S. for doors etc complete

CSR 2023-24 Volume 2 Page No. A-25 Item No. Si.no. 444 12.90

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

CSR 2023-24 Volume 2 Page No. 108 Item No. 12.73.1 12.90

d 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.

CSR 2023-24 Volume 2 Page No. 107 Item No. 12.6 12.90

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

CSR 2023-24 Volume 2 Page No. 107 Item No. 12.63 12.90

f Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete.

CSR 2023-24 Volume 2 Page No. 105 Item No. 12.58 12.90

Assistant Executive Engineer Executive Engineer

PWD Sub Division, Hukkeri PWD Division, Chikkodi

NAME OF WORK: CONSTRUCTION OF PWD SUB DIVISION OFFICE AT HUKKERI IN HUKKERI TALUKA OF BELAGAVI DISTRICT UNDER HOA 4059-80-051-0-29-386 DEPARTMENTAL BUILDINGS FOR THE FY 2025-26

GROUND FLOOR RATE ANALYSIS CSR 2023-24

Sl. No. Volume Page No. Item No. Description of Work Unit Basic Rate 23-24 Lift/Saffolding Charge 3% Area specific loading Final Rate 3%

1 2 3 4 5 6 7 7 8 9 Issue Rate Issue Rate Dated

1 1 8 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 includingdressing 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 ofmachinery & other appurtenances required to complete the work.In all kinds of soils upto 300 mm depth m³ 95.00 2.85 97.85 CSR 2023-24 Volume 1 Page No. 8 Item No. 1.12 N CSR 2023-24 Volume 1 Page No. 8 Item No. 1.12

2 1 8 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 3m m³ 102.00 3.06 105.06 CSR 2023-24 Volume 1 Page No. 8 Item No. 1.14.1 N CSR 2023-24 Volume 1 Page No. 8 Item No. 1.14.1

3 1 15 2.1.3 Providing and laying in position Cement Concrete for levelling course for all works in foundation.The granite /trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates. m³ 5918.00 177.54 6095.54 4.4 CSR 2023-24 Volume 1 Page No. 15 Item No. 2.1.3 Y 08.10.2025 CSR 2023-24 Volume 1 Page No. 15 Item No. 2.1.3 Issue Rate Dated 08.10.2025

4 1 15 2.2.3 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m³ 6227.00 498.16 201.75 6926.91 CSR 2023-24 Volume 1 Page No. 15 Item No. 2.2.3 Y 08.10.2025 CSR 2023-24 Volume 1 Page No. 15 Item No. 2.2.3 Issue Rate Dated 08.10.2025

5 1 16 2.4.3 Providing and laying in position Cement Concrete for all Sub structures ofbuilding, 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 aggregatess. m³ 6227.00 4358.90 317.58 10903.48 CSR 2023-24 Volume 1 Page No. 16 Item No. 2.4.3 Y 08.10.2025 CSR 2023-24 Volume 1 Page No. 16 Item No. 2.4.3 Issue Rate Dated 08.10.2025

6 2 9 5.2 Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) m3 6594.00 197.82 6791.82 CSR 2023-24 Volume 2 Page No. 9 Item No. 5.2 Y 08.10.2025 CSR 2023-24 Volume 2 Page No. 9 Item No. 5.2 Issue Rate Dated 08.10.2025

7 2 44 8.19.1 Providing ruled pointing to cursed stone masonry with lime mortar 1:3, 20mm deep, after raking joints to depth of 20mm nicely lining, including cost all materials, labour, usage charges of achinery, curing complete as pre specification. m2 255.00 7.65 262.65 CSR 2023-24 Volume 2 Page No. 44 Item No. 8.19.1 N CSR 2023-24 Volume 2 Page No. 44 Item No. 8.19.1

8 1 16 2.4.3 Providing and laying in position Cement Concrete for all Sub structures ofbuilding, 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 aggregatess(Volume 1 Page No 16-Item No 2.4.3) m³ 6227.00 3113.50 280.21 9620.72 CSR 2023-24 Volume 1 Page No. 16 Item No. 2.4.3 Y 08.10.2025 CSR 2023-24 Volume 1 Page No. 16 Item No. 2.4.3 Issue Rate Dated 08.10.2025

9 1 16 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m³ 6734.00 4713.80 343.43 11791.23 CSR 2023-24 Volume 1 Page No. 16 Item No. 2.5.2 Y 08.10.2025 CSR 2023-24 Volume 1 Page No. 16 Item No. 2.5.2 Issue Rate Dated 08.10.2025

10 1 16 2.5.1 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m³ 6527.00 3916.20 313.30 10756.50 CSR 2023-24 Volume 1 Page No. 16 Item No. 2.5.1 Y 08.10.2025 CSR 2023-24 Volume 1 Page No. 16 Item No. 2.5.1 Issue Rate Dated 08.10.2025

11 1 16 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m³ 6734.00 3367.00 303.03 10404.03 CSR 2023-24 Volume 1 Page No. 16 Item No. 2.5.2 N CSR 2023-24 Volume 1 Page No. 16 Item No. 2.5.2

12 1 7 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. m3 266.00 7.98 273.98 CSR 2023-24 Volume 1 Page No. 7 Item No. 1.9 N CSR 2023-24 Volume 1 Page No. 7 Item No. 1.9

13 1 7 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. m3 474.00 14.22 488.22 CSR 2023-24 Volume 1 Page No. 7 Item No. 1.8 N CSR 2023-24 Volume 1 Page No. 7 Item No. 1.8

14 2 5 4.1 Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier underand around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along theexternal 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. m2 118.00 3.54 121.54 CSR 2023-24 Volume 2 Page No. 5 Item No. 4.1 N CSR 2023-24 Volume 2 Page No. 5 Item No. 4.1

15 2 14 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. m3 7948.00 238.44 8186.44 CSR 2023-24 Volume 2 Page No. 14 Item No. 6.8 Y 08.10.2025 CSR 2023-24 Volume 2 Page No. 14 Item No. 6.8 Issue Rate Dated 08.10.2025

16 2 14 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 1:3 (1 cement :3 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. m2 1029.00 30.87 1059.87 CSR 2023-24 Volume 2 Page No. 14 Item No. 6.15 Y 08.10.2025 CSR 2023-24 Volume 2 Page No. 14 Item No. 6.15 Issue Rate Dated 08.10.2025

17 1 16 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 m3 6527.00 2937.15 283.92 9748.07 CSR 2023-24 Volume 1 Page No. 16 Item No. 2.5.1 Y 08.10.2025 CSR 2023-24 Volume 1 Page No. 16 Item No. 2.5.1 Issue Rate Dated 08.10.2025

18 2 99 12.11 Providing Honne 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. m3 138074.00 4142.22 142216.22 CSR 2023-24 Volume 2 Page No. 99 Item No. 12.11 N CSR 2023-24 Volume 2 Page No. 99 Item No. 12.11

19 2 99 12.13.1 Providing Salwood 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. m3 98815.00 2964.45 101779.45 CSR 2023-24 Volume 2 Page No. 99 Item No. 12.13.1 N CSR 2023-24 Volume 2 Page No. 99 Item No. 12.13.1

20 2 108 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 42x50 mm PVC Extruded section m 239.00 7.17 246.17 CSR 2023-24 Volume 2 Page No. 108 Item No. 12.83.2 N CSR 2023-24 Volume 2 Page No. 108 Item No. 12.83.2

21 2 100 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 ) m2 7444.00 223.32 7667.32 CSR 2023-24 Volume 2 Page No. 100 Item No. 12.15 N CSR 2023-24 Volume 2 Page No. 100 Item No. 12.15

22 2 101 12.27 Providing and fixing in position fully panelled shutters of Honne wood for windows with stiles and rails of 30mm thick, 75mm wide in two halves with panels of 20mm thick including cost of materials, labour charges,usage charges complete as per specifications. (excluding cost of fixtures) m2 6700.00 201.00 6901.00 CSR 2023-24 Volume 2 Page No. 101 Item No. 12.27 N CSR 2023-24 Volume 2 Page No. 101 Item No. 12.27

23 2 111 12.94 Providing and fixing factory made Green certified, Anti Termite, UV resistant, high water absorbant single extruded WPC (Wood PolymerComposite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) having minimum density of 650 kg/m3 and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength of 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws The cost includes cost of materials, transportation, labour and fixing charges.(Cost of Fixtures to be paid separately) 30 mm thickness m2 3485.00 104.55 3589.55 CSR 2023-24 Volume 2 Page No. 111 Item No. 12.94 N CSR 2023-24 Volume 2 Page No. 111 Item No. 12.94

24 2 86 11.34B 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 openings /wooden frames with rawl plugs screws etc. kg 183.00 5.49 188.49 CSR 2023-24 Volume 2 Page No. 86 Item No. 11.34B N CSR 2023-24 Volume 2 Page No. 86 Item No. 11.34B

25 2 110 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). m2 6734.00 202.02 6936.02 CSR 2023-24 Volume 2 Page No. 110 Item No. 12.9 N CSR 2023-24 Volume 2 Page No. 110 Item No. 12.9

26 2 110 12.85 Providing & fixing of louvered ventilator 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 with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass.Wall thickness of frame shall be 2mm.Maximum possible size – 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made). m2 5719.00 171.57 5890.57 CSR 2023-24 Volume 2 Page No. 110 Item No. 12.85 N CSR 2023-24 Volume 2 Page No. 110 Item No. 12.85

27 2 77 11.3 Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer including cost of materials ,labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. m2 8276.00 248.28 8524.28 CSR 2023-24 Volume 2 Page No. 77 Item No. 11.3 N CSR 2023-24 Volume 2 Page No. 77 Item No. 11.3

28 2 85 11.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts,bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Kg 565.00 16.95 581.95 CSR 2023-24 Volume 2 Page No. 85 Item No. 11.28 N CSR 2023-24 Volume 2 Page No. 85 Item No. 11.28 `

29 2 A-30 623 Polymerized plaster reinforced with glass fibre mesh m2 317.00 9.51 326.51 CSR 2023-24 Volume 2 Page No. A-30 Item No. 623 N CSR 2023-24 Volume 2 Page No. A-30 Item No. 623

30 2 44 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. m2 1229.00 36.87 1265.87 CSR 2023-24 Volume 2 Page No. 44 Item No. 8.16.a N 08.10.2025 CSR 2023-24 Volume 2 Page No. 44 Item No. 8.16.a

31 2 41 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. m2 253.00 7.59 260.59 CSR 2023-24 Volume 2 Page No. 41 Item No. 8.1.1 Y 08.10.2025 CSR 2023-24 Volume 2 Page No. 41 Item No. 8.1.1 Issue Rate Dated 08.10.2025

32 2 50 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. m2 100.00 3.00 103.00 CSR 2023-24 Volume 2 Page No. 50 Item No. 8.51 N CSR 2023-24 Volume 2 Page No. 50 Item No. 8.51

33 2 42 8.9 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) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished rough with sponge 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.+ 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. m2 382.00 11.46 393.46 CSR 2023-24 Volume 2 Page No. 42 Item No. 8.9 Y 08.10.2025 CSR 2023-24 Volume 2 Page No. 42 Item No. 8.9 Issue Rate Dated 08.10.2025

34 2 43 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 Engineerin- Charge. Kg 64.00 1.92 65.92 CSR 2023-24 Volume 2 Page No. 43 Item No. 8.12 N CSR 2023-24 Volume 2 Page No. 43 Item No. 8.12

35 1 18 2.11.a 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 t 90464.00 2713.92 93177.92 CSR 2023-24 Volume 1 Page No. 18 Item No. 2.11.a Y 04.04.2026 CSR 2023-24 Volume 1 Page No. 18 Item No. 2.11.a Issue Rate Dated 04.04.2026

36 2 62 9.21.2 Providing and laying Vitrified tiles with thickness 9-10 mm in floor with different sizes 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 Size of Tile 600x600 mm m2 1238.00 37.14 1275.14 CSR 2023-24 Volume 2 Page No. 62 Item No. 9.21.2 N CSR 2023-24 Volume 2 Page No. 62 Item No. 9.21.2

37 2 62 9.20.2 Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge. m2 209.00 6.27 215.27 CSR 2023-24 Volume 2 Page No. 62 Item No. 9.20.2 N CSR 2023-24 Volume 2 Page No. 62 Item No. 9.20.2

38 2 63 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.( Volume 2 Page No 63 Item No 9.24)** Polished Granite stone slab Black, Cherry Red, Brown, Cat Eye,River Pink or equivalent. m2 2848.00 85.44 2933.44 CSR 2023-24 Volume 2 Page No. 63 Item No. 9.24 Y 08.10.2025 CSR 2023-24 Volume 2 Page No. 63 Item No. 9.24 Issue Rate Dated 08.10.2025

39 2 60 9.9 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 colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick 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 pigment etc., complete. m2 1072.00 32.16 1104.16 CSR 2023-24 Volume 2 Page No. 60 Item No. 9.9 Y 08.10.2025 CSR 2023-24 Volume 2 Page No. 60 Item No. 9.9 Issue Rate Dated 08.10.2025

40 2 64 9.3 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. m2 5326.00 159.78 5485.78 CSR 2023-24 Volume 2 Page No. 64 Item No. 9.3 Y 08.10.2025 CSR 2023-24 Volume 2 Page No. 64 Item No. 9.3 Issue Rate Dated 08.10.2025

41 2 65 9.39 Providing skirting, dadooing, rises of steps with colour 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. ( Volume 1 Page No 65 Item No 9.39) m2 1446.00 43.38 1489.38 CSR 2023-24 Volume 2 Page No. 65 Item No. 9.39 Y 08.10.2025 CSR 2023-24 Volume 2 Page No. 65 Item No. 9.39 Issue Rate Dated 08.10.2025

42 2 46 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 L/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. (The gloss should be 50% @ 60 degree angle with 10 years life) m2 158.00 4.74 162.74 CSR 2023-24 Volume 2 Page No. 46 Item No. 8.33.1 N CSR 2023-24 Volume 2 Page No. 46 Item No. 8.33.1

43 2 46 8.3 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paintof 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. m2 174.00 5.22 179.22 CSR 2023-24 Volume 2 Page No. 46 Item No. 8.3 N CSR 2023-24 Volume 2 Page No. 46 Item No. 8.3

44 2 47 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. m2 53.00 1.59 54.59 CSR 2023-24 Volume 2 Page No. 47 Item No. 8.34.1 N CSR 2023-24 Volume 2 Page No. 47 Item No. 8.34.1

45 2 46 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @0.75 ltr/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. m2 138.00 4.14 142.14 CSR 2023-24 Volume 2 Page No. 46 Item No. 8.33.2 N CSR 2023-24 Volume 2 Page No. 46 Item No. 8.33.2

46 2 47 8.33.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. m2 139.00 4.17 143.17 CSR 2023-24 Volume 2 Page No. 47 Item No. 8.33.3 N CSR 2023-24 Volume 2 Page No. 47 Item No. 8.33.3

47 2 31 7.5 Providing & Fixing of Mineral Fibre Suspended Ceiling System in the module size of 600x600x19mm with Exposed grid for Hospitals, Shopping malls, Commercial establishments and office complexes.The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance 87%, Thermal Conductivity k = 0.052 - 0.057 w/m K, NRC -0.7,Colour White, Fire Performance UK A2 S1, dO, with Anti Microbial coating on the face of the tile, suitable for zone 4 area according to NF S 90-35:2003 with cleanroom class of ISO 5 (Class 100), Decontamination Class of CP1Oand Bacteriological Cleanliness Class B1 for specific strains and reduction in colony size. Washability properties of 500 wash cycles as per ASTM D-4828 and suitable for Green Building application with Recycled content of 37%. The tile shall be laid on 24mm 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 15 kg/m2 & pull out strength of minimum 100 kg The T Sections should have a Galvanizing of 90 grams per m2 and need to be installed with suspension system of approved make. m2 2242.00 67.26 2309.26 CSR 2023-24 Volume 2 Page No. 31 Item No. 7.5 N CSR 2023-24 Volume 2 Page No. 31 Item No. 7.5

48 2 104 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.( Volume 2 Page No 104 Item No 12.51) Nos. 1015.00 30.45 1045.45 CSR 2023-24 Volume 2 Page No. 104 Item No. 12.51 Y 08.10.2025 CSR 2023-24 Volume 2 Page No. 104 Item No. 12.51 Issue Rate Dated 08.10.2025

49 Providing and fixing following fixtures to doors and windows. CSR 2023-24 Volume Page No. Item No. N CSR 2023-24 Volume Page No. Item No.

50 2 176 20.34.1 Providing and fixing chromium plated brass butt hinges with necessary chromium plated brass screws etc. complete. 125x70x4 mm (ordinary type) Each 170.00 5.10 175.10 CSR 2023-24 Volume 2 Page No. 176 Item No. 20.34.1 N CSR 2023-24 Volume 2 Page No. 176 Item No. 20.34.1

51 2 A-25 Si.no. 444 Providing and fixing Hold fasts M.S. for doors etc complete Each 50.00 1.50 51.50 CSR 2023-24 Volume 2 Page No. A-25 Item No. Si.no. 444 N CSR 2023-24 Volume 2 Page No. A-25 Item No. Si.no. 444

52 2 108 12.73.1 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125mm Each 44.00 1.32 45.32 CSR 2023-24 Volume 2 Page No. 108 Item No. 12.73.1 N CSR 2023-24 Volume 2 Page No. 108 Item No. 12.73.1

53 2 107 12.6 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. Each 1052.00 31.56 1083.56 CSR 2023-24 Volume 2 Page No. 107 Item No. 12.6 N CSR 2023-24 Volume 2 Page No. 107 Item No. 12.6

54 2 107 12.63 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic 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 130.00 3.90 133.90 CSR 2023-24 Volume 2 Page No. 107 Item No. 12.63 N CSR 2023-24 Volume 2 Page No. 107 Item No. 12.63

55 2 105 12.58 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. Nos 120.00 3.60 123.60 CSR 2023-24 Volume 2 Page No. 105 Item No. 12.58 N CSR 2023-24 Volume 2 Page No. 105 Item No. 12.58

Assistant Executive Engineer Executive Engineer

PWD Sub Division, Hukkeri PWD Division, Chikkodi

NAME OF WORK: CONSTRUCTION OF PWD SUB DIVISION OFFICE AT HUKKERI IN HUKKERI TALUKA OF BELAGAVI DISTRICT UNDER HOA 4059-80-051-0-29-386 DEPARTMENTAL BUILDINGS FOR THE FY 2025-26

FIRST FLOOR ABSTRACT & MEASUREMENT SHEET

SL NO DESCRIPTION UNIT NOS LENGTH BREADTH DEPTH QUANTITY RATE AMOUNT

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

CSR 2023-24 Volume 1 Page No. 16 Item No. 2.5.2 Issue Rate Dated 08.10.2025

Column Upto Ground Floor Slab (3.60-0.15=3.45m)

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

CSR 2023-24 Volume 1 Page No. 16 Item No. 2.5.1 Issue Rate Dated 08.10.2025

m³ Sub Total 2.71

m³ Sub Total 4.09

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

CSR 2023-24 Volume 1 Page No. 16 Item No. 2.5.2 Issue Rate Dated 08.10.2025

For Ground Floor Slab

Betn GRID A to L GRID 3 to 10 1 19.92 12.09 0.15 36.12 GRID A to L GRID 3 to 10 1 19.92 12.09 0.15

Betn GRID C to G GRID 2 to 3 1 10.46 1.20 0.15 1.88 GRID C to G GRID 2 to 3 1 10.46 1.2 0.15

Betn GRID D to F GRID 1 to 2 1 6.40 3.15 0.15 3.02 GRID D to F GRID 1 to 2 1 6.4 3.15 0.15

Betn Deduct Stairroom GRID 1 to 2 -1 5.94 3.60 0.15 -3.21 Deduct Stairroom GRID 1 to 2 -1 5.94 3.6 0.15

4 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.

CSR 2023-24 Volume 2 Page No. 14 Item No. 6.8 Issue Rate Dated 08.10.2025

Horizontal FH CILL LINTEL BEAM

5 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 1:3 (1 cement :3 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.

CSR 2023-24 Volume 2 Page No. 14 Item No. 6.15 Issue Rate Dated 08.10.2025

Horizontal FH CILL LINTEL BEAM

For Window Projection 20 0.60 1.50 18.00

6 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

CSR 2023-24 Volume 1 Page No. 16 Item No. 2.5.1 Issue Rate Dated 08.10.2025

Chajja Concrete at Sill Level

Chajja Concrete at Lintel Level

#REF! Providing Honne 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.

CSR 2023-24 Volume 2 Page No. 99 Item No. 12.11

7 Providing Salwood 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.

CSR 2023-24 Volume 2 Page No. 99 Item No. 12.13.1

8 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 42x50 mm PVC Extruded section

CSR 2023-24 Volume 2 Page No. 108 Item No. 12.83.2

9 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 )

CSR 2023-24 Volume 2 Page No. 100 Item No. 12.15

9 Providing and fixing in position fully panelled shutters of Honne wood for windows with stiles and rails of 30mm thick, 75mm wide in two halves with panels of 20mm thick including cost of materials, labour charges,usage charges complete as per specifications. (excluding cost of fixtures)

CSR 2023-24 Volume 2 Page No. 101 Item No. 12.27

10 Providing and fixing factory made Green certified, Anti Termite, UV resistant, high water absorbant single extruded WPC (Wood PolymerComposite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) having minimum density of 650 kg/m3 and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength of 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws The cost includes cost of materials, transportation, labour and fixing charges.(Cost of Fixtures to be paid separately) 30 mm thickness

CSR 2023-24 Volume 2 Page No. 111 Item No. 12.94

11 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 openings /wooden frames with rawl plugs screws etc.

CSR 2023-24 Volume 2 Page No. 86 Item No. 11.34B

Kgs Total 1381.50

12 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).

CSR 2023-24 Volume 2 Page No. 110 Item No. 12.9 12.90

13 Providing & fixing of louvered ventilator 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 with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass.Wall thickness of frame shall be 2mm.Maximum possible size – 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made).

CSR 2023-24 Volume 2 Page No. 110 Item No. 12.85 12.90

14 Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer including cost of materials ,labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (Volume 2 Page No 75 Item No. 11.3)

CSR 2023-24 Volume 2 Page No. 77 Item No. 11.3 12.90

14 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts,bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.

CSR 2023-24 Volume 2 Page No. 85 Item No. 11.28 12.90

Staircase 1st Flight 2.35m x 1.00m

Hand Rail 50mm dia 14 Guage 1 1 2.50 2.54 6.34

Vertical Pipe 1.2m c/c 50mm dia 14 Guage 1 3 1.00 2.54 7.61

Horizontal Pipe 25mm dia 14 Guage 1 5 2.35 1.21 14.26

Staircase 2nd Flight 3m x 1.00m

Hand Rail 50mm dia 14 Guage 1 1 3.00 2.54 7.61

Vertical Pipe 1.2m c/c 50mm dia 14 Guage 1 3 1.00 2.54 7.61

Horizontal Pipe 25mm dia 14 Guage 1 5 3.00 1.21 18.21

Staircase 3rd Flight 2.35m x 1.00m

Hand Rail 50mm dia 14 Guage 1 1 2.50 2.54 6.34

Vertical Pipe 1.2m c/c 50mm dia 14 Guage 1 3 1.00 2.54 7.61

Horizontal Pipe 25mm dia 14 Guage 1 5 2.35 1.21 14.26

15 Polymerized plaster reinforced with glass fibre mesh

CSR 2023-24 Volume 2 Page No. A-30 Item No. 623 12.90

Plaster Mesh at Column, Beam brick masonry joint 1 1 500.00 0.30 150.00

16 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.

CSR 2023-24 Volume 2 Page No. 41 Item No. 8.1.1 Issue Rate Dated 08.10.2025 12.90

Record Room 1 25.06 3.45 86.46

Technical Section 1 29.74 3.45 102.60

WC Opposite Area 1 9.62 3.45 33.19

Sakhi Room 1 13.94 3.45 48.09

Stairroom 1 13.14 3.45 45.33

Corridor / Lobby 1 40.60 3.45 140.07

Deductions for openings

Quantity after deductions m2 600.56 263.20 ₹158,064.93

17 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.

CSR 2023-24 Volume 2 Page No. 50 Item No. 8.51 12.90

Inside Plaster m2 600.56

Record Room 1 6.53 6.00 39.18

Technical Section 1 8.87 6.00 53.22

WC Opposite Area 1 2.29 2.52 5.77

Sakhi Room 1 3.60 3.37 12.13

Corridor 1 2.18 1.80 3.92

Corridor 2 1.80 6.60 23.76

Deduct Dado Qty m2 -41.24

18 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) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished rough with sponge 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.+ 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.

CSR 2023-24 Volume 2 Page No. 42 Item No. 8.9 Issue Rate Dated 08.10.2025 12.90

Outside Plaster

For Window Chajja at Sill Level Chajja Concrete at Sill Level

North Side 1 1 10.30 1.275 13.13 North Side 1.00 10.30 0.60

West Side 1 1 4.06 1.275 5.18 West Side 1 4.06 0.6

South Side South Side

East Side East Side

For Window Chajja at Lintel Level W2 1 3 0.6

North Side 1 1 10.30 1.275 13.13 Chajja Concrete at Lintel Level

West Side 1 1 4.06 1.275 5.18 North Side 1 10.3 0.6

South Side V 1.00 1.30 0.60

W 1 1 2.30 1.275 2.93 South Side

East Side 1.00 5.30 0.60

For Window Vertical Wall East Side

Deductions for openings W2 1.00 3.00 0.60

19 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 Engineerin- Charge.

CSR 2023-24 Volume 2 Page No. 43 Item No. 8.12 12.90

Quantity Vide Sl No.36 368.60

For 1sqm 0.15 bag cement required 55.00

For water proofing material in cement plaster work in proportion 1 bag = 1kg water proofing material required 55.00

20 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

CSR 2023-24 Volume 1 Page No. 18 Item No. 2.11.a Issue Rate Dated 04.04.2026 12.90

Form Steel Quantity Table 9698.24

Add 10% Extra for Architectural sloping ground 969.82

Total Qty 10668.06

21 Providing and laying Vitrified tiles with thickness 9-10 mm in floor with different sizes 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 Size of Tile 600x600 mm

CSR 2023-24 Volume 2 Page No. 62 Item No. 9.21.2 12.90

Record Room 1 6.53 6.00 39.18

Technical Section 1 8.87 6.00 53.22

Sakhi Room 1 3.60 3.37 12.13

Record Room 1 25.06 0.15 3.75

Technical Section 1 29.74 0.15 4.46

Sakhi Room 1 13.94 0.15 2.09

22 Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge.

CSR 2023-24 Volume 2 Page No. 62 Item No. 9.20.2 12.90

Record Room 1 6.53 6.00 39.18

Technical Section 1 8.87 6.00 53.22

Sakhi Room 1 3.60 3.37 12.13

Record Room 1 25.06 0.15 3.75

Technical Section 1 29.74 0.15 4.46

Sakhi Room 1 13.94 0.15 2.09

23 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.( Volume 2 Page No 63 Item No 9.24)** Polished Granite stone slab Black, Cherry Red, Brown, Cat Eye,River Pink or equivalent.

CSR 2023-24 Volume 2 Page No. 63 Item No. 9.24 Issue Rate Dated 08.10.2025 12.90

Corridor 2 1.80 3.60 12.96

Corridor 1 4.73 1.80 8.51

Corridor 1 43.92 0.15 6.58

24 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 colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick 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 pigment etc., complete.

CSR 2023-24 Volume 2 Page No. 60 Item No. 9.9 Issue Rate Dated 08.10.2025 12.90

Infront of WC 1 2.30 2.52 5.80

25 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.

CSR 2023-24 Volume 2 Page No. 64 Item No. 9.3 Issue Rate Dated 08.10.2025 12.90

26 Providing skirting, dadooing, rises of steps with colour 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. ( Volume 1 Page No 65 Item No 9.39)

CSR 2023-24 Volume 2 Page No. 65 Item No. 9.39 Issue Rate Dated 08.10.2025 12.90

Infront of WC 1 9.64 2.10 20.24

27 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 L/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. (The gloss should be 50% @ 60 degree angle with 10 years life)

CSR 2023-24 Volume 2 Page No. 46 Item No. 8.33.1 12.90

As Per Inside Plaster Qty

Interior Paint as per Wall Putty Qty m2 785.76

28 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paintof 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.

CSR 2023-24 Volume 2 Page No. 46 Item No. 8.3 12.90

As Per Outside Plaster Qty m2 Total 368.60

29 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.

CSR 2023-24 Volume 2 Page No. 47 Item No. 8.34.1 12.90

Below Staircase 1st Flight 1.00 1 1.91 0.525 1.00

Below Staircase 2nd Flight 1.00 1 5.94 2.025 12.03

30 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.

CSR 2023-24 Volume 2 Page No. 46 Item No. 8.33.2 12.90

31 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.

CSR 2023-24 Volume 2 Page No. 47 Item No. 8.33.3 12.90

32 Providing & Fixing of Mineral Fibre Suspended Ceiling System in the module size of 600x600x19mm with Exposed grid for Hospitals, Shopping malls, Commercial establishments and office complexes.The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance 87%, Thermal Conductivity k = 0.052 - 0.057 w/m K, NRC -0.7,Colour White, Fire Performance UK A2 S1, dO, with Anti Microbial coating on the face of the tile, suitable for zone 4 area according to NF S 90-35:2003 with cleanroom class of ISO 5 (Class 100), Decontamination Class of CP1Oand Bacteriological Cleanliness Class B1 for specific strains and reduction in colony size. Washability properties of 500 wash cycles as per ASTM D-4828 and suitable for Green Building application with Recycled content of 37%. The tile shall be laid on 24mm 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 15 kg/m2 & pull out strength of minimum 100 kg The T Sections should have a Galvanizing of 90 grams per m2 and need to be installed with suspension system of approved make.

CSR 2023-24 Volume 2 Page No. 31 Item No. 7.5 12.90

Add 10% for Projections 1 0 0.00

32 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.

CSR 2023-24 Volume 2 Page No. 104 Item No. 12.51 Issue Rate Dated 08.10.2025 12.90

33 Providing and fixing following fixtures to doors and windows.

a Providing and fixing chromium plated brass butt hinges with necessary chromium plated brass screws etc. complete. 125x70x4 mm (ordinary type)

CSR 2023-24 Volume 2 Page No. 176 Item No. 20.34.1 12.90

b Providing and fixing Hold fasts M.S. for doors etc complete

CSR 2023-24 Volume 2 Page No. A-25 Item No. Si.no. 444 12.90

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

CSR 2023-24 Volume 2 Page No. 108 Item No. 12.73.1 12.90

d 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.

CSR 2023-24 Volume 2 Page No. 107 Item No. 12.6 12.90

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

CSR 2023-24 Volume 2 Page No. 107 Item No. 12.63 12.90

f Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete.

CSR 2023-24 Volume 2 Page No. 105 Item No. 12.58 12.90

Assistant Executive Engineer Executive Engineer

PWD Sub Division, Hukkeri PWD Division, Chikkodi

NAME OF WORK: CONSTRUCTION OF PWD SUB DIVISION OFFICE AT HUKKERI IN HUKKERI TALUKA OF BELAGAVI DISTRICT UNDER HOA 4059-80-051-0-29-386 DEPARTMENTAL BUILDINGS FOR THE FY 2025-26

FIRST FLOOR RATE ANALYSIS CSR 2023-24

Sl. No. Volume Page No. Item No. Description of Work Unit Basic Rate 23-24 Sacfolding Charge Lift Charge Total 3% Area specific loading Final Rate 3%

1 2 3 4 5 6 7 8 9 10=(7+8+9) 11 12=10+11 Issue Rate Issue Rate Dated

1 1 16 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m³ 6734.00 4713.80 114.48 11562.28 346.87 11909.15 CSR 2023-24 Volume 1 Page No. 16 Item No. 2.5.2 Y 08.10.2025 CSR 2023-24 Volume 1 Page No. 16 Item No. 2.5.2 Issue Rate Dated 08.10.2025

2 1 16 2.5.1 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m³ 6527.00 3916.20 104.43 10547.63 316.43 10864.06 CSR 2023-24 Volume 1 Page No. 16 Item No. 2.5.1 Y 08.10.2025 CSR 2023-24 Volume 1 Page No. 16 Item No. 2.5.1 Issue Rate Dated 08.10.2025

3 1 16 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m³ 6734.00 3367.00 101.01 10202.01 306.06 10508.07 CSR 2023-24 Volume 1 Page No. 16 Item No. 2.5.2 Y 08.10.2025 CSR 2023-24 Volume 1 Page No. 16 Item No. 2.5.2 Issue Rate Dated 08.10.2025

4 2 14 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. m3 7948.00 79.48 8027.48 240.82 8268.30 CSR 2023-24 Volume 2 Page No. 14 Item No. 6.8 Y 08.10.2025 CSR 2023-24 Volume 2 Page No. 14 Item No. 6.8 Issue Rate Dated 08.10.2025

5 2 14 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 1:3 (1 cement :3 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. m2 1029.00 10.29 1039.29 31.18 1070.47 CSR 2023-24 Volume 2 Page No. 14 Item No. 6.15 Y 08.10.2025 CSR 2023-24 Volume 2 Page No. 14 Item No. 6.15 Issue Rate Dated 08.10.2025

6 1 16 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 m3 6527.00 2937.15 94.64 9558.79 286.76 9845.56 CSR 2023-24 Volume 1 Page No. 16 Item No. 2.5.1 Y 08.10.2025 CSR 2023-24 Volume 1 Page No. 16 Item No. 2.5.1 Issue Rate Dated 08.10.2025

#REF! 2 99 12.11 Providing Honne 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. m3 138074.00 1380.74 139454.74 4183.64 143638.38 CSR 2023-24 Volume 2 Page No. 99 Item No. 12.11 N CSR 2023-24 Volume 2 Page No. 99 Item No. 12.11

7 2 99 12.13.1 Providing Salwood 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. m3 98815.00 988.15 99803.15 2994.09 102797.24 CSR 2023-24 Volume 2 Page No. 99 Item No. 12.13.1 N CSR 2023-24 Volume 2 Page No. 99 Item No. 12.13.1

8 2 108 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 42x50 mm PVC Extruded section m 239.00 2.39 241.39 7.24 248.63 CSR 2023-24 Volume 2 Page No. 108 Item No. 12.83.2 N CSR 2023-24 Volume 2 Page No. 108 Item No. 12.83.2

9 2 100 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 ) m2 7444.00 74.44 7518.44 225.55 7743.99 CSR 2023-24 Volume 2 Page No. 100 Item No. 12.15 N CSR 2023-24 Volume 2 Page No. 100 Item No. 12.15

9 2 101 12.27 Providing and fixing in position fully panelled shutters of Honne wood for windows with stiles and rails of 30mm thick, 75mm wide in two halves with panels of 20mm thick including cost of materials, labour charges,usage charges complete as per specifications. (excluding cost of fixtures) m2 6700.00 67.00 6767.00 203.01 6970.01 CSR 2023-24 Volume 2 Page No. 101 Item No. 12.27 N CSR 2023-24 Volume 2 Page No. 101 Item No. 12.27

10 2 111 12.94 Providing and fixing factory made Green certified, Anti Termite, UV resistant, high water absorbant single extruded WPC (Wood PolymerComposite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) having minimum density of 650 kg/m3 and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength of 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws The cost includes cost of materials, transportation, labour and fixing charges.(Cost of Fixtures to be paid separately) 30 mm thickness m2 3485.00 34.85 3519.85 105.60 3625.45 CSR 2023-24 Volume 2 Page No. 111 Item No. 12.94 N CSR 2023-24 Volume 2 Page No. 111 Item No. 12.94

11 2 86 11.34B 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 openings /wooden frames with rawl plugs screws etc. kg 183.00 1.83 184.83 5.54 190.37 CSR 2023-24 Volume 2 Page No. 86 Item No. 11.34B N CSR 2023-24 Volume 2 Page No. 86 Item No. 11.34B

12 2 110 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). m2 6734.00 67.34 6801.34 204.04 7005.38 CSR 2023-24 Volume 2 Page No. 110 Item No. 12.9 N CSR 2023-24 Volume 2 Page No. 110 Item No. 12.9

13 2 110 12.85 Providing & fixing of louvered ventilator 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 with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass.Wall thickness of frame shall be 2mm.Maximum possible size – 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made). m2 5719.00 57.19 5776.19 173.29 5949.48 CSR 2023-24 Volume 2 Page No. 110 Item No. 12.85 N CSR 2023-24 Volume 2 Page No. 110 Item No. 12.85

14 2 77 11.3 Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer including cost of materials ,labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. m2 8276.00 82.76 8358.76 250.76 8609.52 CSR 2023-24 Volume 2 Page No. 77 Item No. 11.3 N CSR 2023-24 Volume 2 Page No. 77 Item No. 11.3

14 2 85 11.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts,bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Kg 565.00 5.65 570.65 17.12 587.77 CSR 2023-24 Volume 2 Page No. 85 Item No. 11.28 N CSR 2023-24 Volume 2 Page No. 85 Item No. 11.28 `

15 2 A-30 623 Polymerized plaster reinforced with glass fibre mesh m2 317.00 3.17 320.17 9.61 329.78 CSR 2023-24 Volume 2 Page No. A-30 Item No. 623 N CSR 2023-24 Volume 2 Page No. A-30 Item No. 623

16 2 41 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. m2 253.00 2.53 255.53 7.67 263.20 CSR 2023-24 Volume 2 Page No. 41 Item No. 8.1.1 Y 08.10.2025 CSR 2023-24 Volume 2 Page No. 41 Item No. 8.1.1 Issue Rate Dated 08.10.2025

17 2 50 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. m2 100.00 1.00 101.00 3.03 104.03 CSR 2023-24 Volume 2 Page No. 50 Item No. 8.51 N CSR 2023-24 Volume 2 Page No. 50 Item No. 8.51

18 2 42 8.9 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) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished rough with sponge 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.+ 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. m2 382.00 3.82 385.82 11.57 397.39 CSR 2023-24 Volume 2 Page No. 42 Item No. 8.9 Y 08.10.2025 CSR 2023-24 Volume 2 Page No. 42 Item No. 8.9 Issue Rate Dated 08.10.2025

19 2 43 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 Engineerin- Charge. Kg 64.00 0.64 64.64 1.94 66.58 CSR 2023-24 Volume 2 Page No. 43 Item No. 8.12 N CSR 2023-24 Volume 2 Page No. 43 Item No. 8.12

20 1 18 2.11.a 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 t 90464.00 904.64 91368.64 2741.06 94109.70 CSR 2023-24 Volume 1 Page No. 18 Item No. 2.11.a Y 04.04.2026 CSR 2023-24 Volume 1 Page No. 18 Item No. 2.11.a Issue Rate Dated 04.04.2026

21 2 62 9.21.2 Providing and laying Vitrified tiles with thickness 9-10 mm in floor with different sizes 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 Size of Tile 600x600 mm m2 1238.00 12.38 1250.38 37.51 1287.89 CSR 2023-24 Volume 2 Page No. 62 Item No. 9.21.2 N CSR 2023-24 Volume 2 Page No. 62 Item No. 9.21.2

22 2 62 9.20.2 Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge. m2 209.00 2.09 211.09 6.33 217.42 CSR 2023-24 Volume 2 Page No. 62 Item No. 9.20.2 N CSR 2023-24 Volume 2 Page No. 62 Item No. 9.20.2

23 2 63 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.( Volume 2 Page No 63 Item No 9.24)** Polished Granite stone slab Black, Cherry Red, Brown, Cat Eye,River Pink or equivalent. m2 2848.00 28.48 2876.48 86.29 2962.77 CSR 2023-24 Volume 2 Page No. 63 Item No. 9.24 Y 08.10.2025 CSR 2023-24 Volume 2 Page No. 63 Item No. 9.24 Issue Rate Dated 08.10.2025

24 2 60 9.9 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 colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick 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 pigment etc., complete. m2 1072.00 10.72 1082.72 32.48 1115.20 CSR 2023-24 Volume 2 Page No. 60 Item No. 9.9 Y 08.10.2025 CSR 2023-24 Volume 2 Page No. 60 Item No. 9.9 Issue Rate Dated 08.10.2025

25 2 64 9.3 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. m2 5326.00 53.26 5379.26 161.38 5540.64 CSR 2023-24 Volume 2 Page No. 64 Item No. 9.3 Y 08.10.2025 CSR 2023-24 Volume 2 Page No. 64 Item No. 9.3 Issue Rate Dated 08.10.2025

26 2 65 9.39 Providing skirting, dadooing, rises of steps with colour 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. ( Volume 1 Page No 65 Item No 9.39) m2 1446.00 14.46 1460.46 43.81 1504.27 CSR 2023-24 Volume 2 Page No. 65 Item No. 9.39 Y 08.10.2025 CSR 2023-24 Volume 2 Page No. 65 Item No. 9.39 Issue Rate Dated 08.10.2025

27 2 46 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 L/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. (The gloss should be 50% @ 60 degree angle with 10 years life) m2 158.00 1.58 159.58 4.79 164.37 CSR 2023-24 Volume 2 Page No. 46 Item No. 8.33.1 N CSR 2023-24 Volume 2 Page No. 46 Item No. 8.33.1

28 2 46 8.3 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paintof 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. m2 174.00 1.74 175.74 5.27 181.01 CSR 2023-24 Volume 2 Page No. 46 Item No. 8.3 N CSR 2023-24 Volume 2 Page No. 46 Item No. 8.3

29 2 47 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. m2 53.00 0.53 53.53 1.61 55.14 CSR 2023-24 Volume 2 Page No. 47 Item No. 8.34.1 N CSR 2023-24 Volume 2 Page No. 47 Item No. 8.34.1

30 2 46 8.33.2 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. m2 138.00 1.38 139.38 4.18 143.56 CSR 2023-24 Volume 2 Page No. 46 Item No. 8.33.2 N CSR 2023-24 Volume 2 Page No. 46 Item No. 8.33.2

31 2 47 8.33.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. m2 139.00 1.39 140.39 4.21 144.60 CSR 2023-24 Volume 2 Page No. 47 Item No. 8.33.3 N CSR 2023-24 Volume 2 Page No. 47 Item No. 8.33.3

32 2 31 7.5 Providing & Fixing of Mineral Fibre Suspended Ceiling System in the module size of 600x600x19mm with Exposed grid for Hospitals, Shopping malls, Commercial establishments and office complexes.The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance 87%, Thermal Conductivity k = 0.052 - 0.057 w/m K, NRC -0.7,Colour White, Fire Performance UK A2 S1, dO, with Anti Microbial coating on the face of the tile, suitable for zone 4 area according to NF S 90-35:2003 with cleanroom class of ISO 5 (Class 100), Decontamination Class of CP1Oand Bacteriological Cleanliness Class B1 for specific strains and reduction in colony size. Washability properties of 500 wash cycles as per ASTM D-4828 and suitable for Green Building application with Recycled content of 37%. The tile shall be laid on 24mm 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 15 kg/m2 & pull out strength of minimum 100 kg The T Sections should have a Galvanizing of 90 grams per m2 and need to be installed with suspension system of approved make. m2 2242.00 22.42 2264.42 67.93 2332.35 CSR 2023-24 Volume 2 Page No. 31 Item No. 7.5 N CSR 2023-24 Volume 2 Page No. 31 Item No. 7.5

33 2 104 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. 1015.00 10.15 1025.15 30.75 1055.90 CSR 2023-24 Volume 2 Page No. 104 Item No. 12.51 Y 08.10.2025 CSR 2023-24 Volume 2 Page No. 104 Item No. 12.51 Issue Rate Dated 08.10.2025

34 Providing and fixing following fixtures to doors and windows. CSR 2023-24 Volume Page No. Item No.

35 2 176 20.34.1 Providing and fixing chromium plated brass butt hinges with necessary chromium plated brass screws etc. complete. 125x70x4 mm (ordinary type) Each 170.00 1.70 171.70 5.15 176.85 CSR 2023-24 Volume 2 Page No. 176 Item No. 20.34.1 N CSR 2023-24 Volume 2 Page No. 176 Item No. 20.34.1

36 2 A-25 Si.no. 444 Providing and fixing Hold fasts M.S. for doors etc complete Each 50.00 0.50 50.50 1.52 52.02 CSR 2023-24 Volume 2 Page No. A-25 Item No. Si.no. 444 N CSR 2023-24 Volume 2 Page No. A-25 Item No. Si.no. 444

37 2 108 12.73.1 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125mm Each 44.00 0.44 44.44 1.33 45.77 CSR 2023-24 Volume 2 Page No. 108 Item No. 12.73.1 N CSR 2023-24 Volume 2 Page No. 108 Item No. 12.73.1

38 2 107 12.6 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. Each 1052.00 10.52 1062.52 31.88 1094.40 CSR 2023-24 Volume 2 Page No. 107 Item No. 12.6 N CSR 2023-24 Volume 2 Page No. 107 Item No. 12.6

39 2 107 12.63 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic 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 130.00 1.30 131.30 3.94 135.24 CSR 2023-24 Volume 2 Page No. 107 Item No. 12.63 N CSR 2023-24 Volume 2 Page No. 107 Item No. 12.63

40 2 105 12.58 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. Nos 120.00 1.20 121.20 3.64 124.84 CSR 2023-24 Volume 2 Page No. 105 Item No. 12.58 N CSR 2023-24 Volume 2 Page No. 105 Item No. 12.58

Assistant Executive Engineer Executive Engineer

PWD Sub Division, Hukkeri PWD Division, Chikkodi

NAME OF WORK: CONSTRUCTION OF PWD SUB DIVISION OFFICE AT HUKKERI IN HUKKERI TALUKA OF BELAGAVI DISTRICT UNDER HOA 4059-80-051-0-29-386 DEPARTMENTAL BUILDINGS FOR THE FY 2025-26

TERRACE FLOOR ABSTRACT & MEASUREMENT SHEET

SL NO DESCRIPTION UNIT NOS LENGTH BREADTH DEPTH QUANTITY RATE AMOUNT

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

CSR 2023-24 Volume 1 Page No. 16 Item No. 2.5.2 Issue Rate Dated 08.10.2025

Column Upto Ground Floor Slab (3.60-0.15=3.45m)

Head Room Column

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

CSR 2023-24 Volume 1 Page No. 16 Item No. 2.5.1 Issue Rate Dated 08.10.2025

m³ Sub Total 1.32

m³ Sub Total 0.61

m³ Sub Total 1.03

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

CSR 2023-24 Volume 1 Page No. 16 Item No. 2.5.2 Issue Rate Dated 08.10.2025

Waist Slab First Flight 0.00 3.60 1.50 0.15 0.00

Steps First Flight 0.50 0.00 1.50 0.30 0.15 0.00

Waist Slab Second Flight 0.00 3.60 1.50 0.15 0.00

Steps Second Flight 0.50 0.00 1.50 0.30 0.15 0.00

#REF! Staircase and other similar structures @ 50%

CSR 2023-24 Volume 1 Page No. 111 Item No. Sl No.16

Quantity Vide Sl No.14

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

CSR 2023-24 Volume 1 Page No. 16 Item No. 2.5.2 Issue Rate Dated 08.10.2025

For First Floor Slab

Betn GRID D to F GRID 4 to 6 1 6.17 3.60 0.15 3.33 GRID D to F GRID 4 to 6 1 6.17 3.6 0.15

Betn Deduct Stairroom GRID 1 to 2 0 3.27 6.40 0.15 0.00 Deduct Stairroom GRID 1 to 2 0 3.27 6.4 0.15

4 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.

CSR 2023-24 Volume 2 Page No. 14 Item No. 6.8 Issue Rate Dated 08.10.2025

Horizontal FH CILL LINTEL BEAM

Parapet Wall 1 23.42 0.23 1 1

5 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 1:3 (1 cement :3 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.

CSR 2023-24 Volume 2 Page No. 14 Item No. 6.15 Issue Rate Dated 08.10.2025

HORIZONTAL FH CILL LINTEL BEAM

Betn LB2 to LB3 - BATH ROOM PORTION 0 7.88 2.78 0.00 LB2 LB3 BATH ROOM PORTION 0 7.88 0.115 3.6 0.075 0.15 0.6 2.775

For Window Projection 0

5 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

CSR 2023-24 Volume 1 Page No. 16 Item No. 2.5.1 Issue Rate Dated 08.10.2025

Chajja Concrete at Sill Level

Chajja Concrete at Lintel Level

6 Formwark for Chejjas, Canopy & Other Architectural projections of minor sections @ 45%

CSR 2023-24 Volume 1 Page No. 116 Item No. Sl No. 19

Quantity Vide Sl No.23

5 Providing Salwood 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.

CSR 2023-24 Volume 2 Page No. 99 Item No. 12.13.1 DV5 1 1.30 0.23 2.50

6 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 42x50 mm PVC Extruded section

CSR 2023-24 Volume 2 Page No. 108 Item No. 12.83.2

6 Providing and fixing in position fully panelled shutters of Honne wood for windows with stiles and rails of 30mm thick, 75mm wide in two halves with panels of 20mm thick including cost of materials, labour charges,usage charges complete as per specifications. (excluding cost of fixtures)

CSR 2023-24 Volume 2 Page No. 101 Item No. 12.27

7 Providing and fixing factory made Green certified, Anti Termite, UV resistant, high water absorbant single extruded WPC (Wood PolymerComposite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) having minimum density of 650 kg/m3 and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength of 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws The cost includes cost of materials, transportation, labour and fixing charges.(Cost of Fixtures to be paid separately) 30 mm thickness

CSR 2023-24 Volume 2 Page No. 111 Item No. 12.94

7 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 openings /wooden frames with rawl plugs screws etc.

CSR 2023-24 Volume 2 Page No. 86 Item No. 11.34B

ELEVATION MS 0 1.80 1.50 0.00 ELEVATION MS 0 1.80 1.50

8 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).

CSR 2023-24 Volume 2 Page No. 110 Item No. 12.9 12.90

9 Providing & fixing of louvered ventilator 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 with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass.Wall thickness of frame shall be 2mm.Maximum possible size – 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made).

CSR 2023-24 Volume 2 Page No. 110 Item No. 12.85 12.90

ELEVATION MS 0 1.80 1.50 0.00

9 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts,bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.

CSR 2023-24 Volume 2 Page No. 85 Item No. 11.28 12.90

Staircase 1st Flight 4.02m x 1.50m kg/m

Hand Rail 50mm dia 14 Guage 0 1 4.17 2.54 0.00

Vertical Pipe 1.2m c/c 50mm dia 14 Guage 0 4 1.00 2.54 0.00

Horizontal Pipe 25mm dia 14 Guage 0 5 4.17 1.21 0.00

Staircase 2nd Flight 4.02m x 1.50m

Hand Rail 50mm dia 14 Guage 0 1 4.17 2.54 0.00

Vertical Pipe 1.2m c/c 50mm dia 14 Guage 0 4 1.00 2.54 0.00

Horizontal Pipe 25mm dia 14 Guage 0 5 4.17 1.21 0.00

7 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.

CSR 2023-24 Volume 2 Page No. 41 Item No. 8.1.1 Issue Rate Dated 08.10.2025 12.90

Deductions for openings

Quantity after deductions m2 64.21 265.80 ₹17,066.07

8 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.

CSR 2023-24 Volume 2 Page No. 50 Item No. 8.51 12.90

Inside Plaster m2 64.21

9 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) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished rough with sponge 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.+ 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.

CSR 2023-24 Volume 2 Page No. 42 Item No. 8.9 Issue Rate Dated 08.10.2025 12.90

Outside Plaster

Parapet Wall 1 66.88 2.23 149.14

Parapet Column 1 5 1.66 3.60 29.88

Deductions for openings

10 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 Engineerin- Charge.

CSR 2023-24 Volume 2 Page No. 43 Item No. 8.12 12.90

Quantity Vide Sl No.36 296.93

For 1sqm 0.15 bag cement required 45.00

For water proofing material in cement plaster work in proportion 1 bag = 1kg water proofing material required 45.00

11 Polymerized plaster reinforced with glass fibre mesh

CSR 2023-24 Volume 2 Page No. A-30 Item No. Sl. No. 623 12.90

12 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

CSR 2023-24 Volume 1 Page No. 18 Item No. 2.11.a Issue Rate Dated 04.04.2026

Form Steel Quantity Table 1370.22

Add 10% Extra for Racks & Architectural provisions 137.02

Total Qty 1507.24

13 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete.Size of Tile Size of Tile 600x600 mm

CSR 2023-24 Volume 2 Page No. 61 Item No. 9.17.2

Washing Area 0 5.17 5.20 0.00

Washing Area 0 20.74 0.15 0.00

14 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent.

CSR 2023-24 Volume 2 Page No. 63 Item No. 9.24 Issue Rate Dated 08.10.2025 12.90

Corridor 0 27.12 2.50 0.00

infront of staircase 0 3.27 1.70 0.00

For Urinal Partation 0 0.60 1.50 0.00

Soap Dish 0 0.45 0.45 0.00

Corridor 0 59.24 0.15 0.00

15 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.

CSR 2023-24 Volume 2 Page No. 60 Item No. 9.11

Toilet area 0 5.17 10.33 0.00

16 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.

CSR 2023-24 Volume 2 Page No. 64 Item No. 9.3 Issue Rate Dated 08.10.2025

17 Providing skirting, dadooing, rises of steps with colour 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.

CSR 2023-24 Volume 2 Page No. 65 Item No. 9.39

Passage area 0 31.00 2.10 0.00

Deduct opening 0

18 Providing and laying Polished Sadarahalli Grey Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 20 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.

CSR 2023-24 Volume 2 Page No. 64 Item No. 9.31 12.90

Washing stones 0 0.60 0.60 0.00

13 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /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.(Volume 2 Page No. 48 Item No 8.33.1)

CSR 2023-24 Volume 2 Page No. 46 Item No. 8.33.1

As Per Inside Plaster Qty 85.59

14 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paintof 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.(Volume 2 Page No. 46 Item No 8.30)

CSR 2023-24 Volume 2 Page No. 46 Item No. 8.3

As Per Outside Plaster Qty m2 Total 296.93

15 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.

CSR 2023-24 Volume 2 Page No. 113 Item No. 15.1 Issue Rate Dated

Parapet Wall m2 1 66.88 1.23 82.26

16 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.

CSR 2023-24 Volume 2 Page No. 47 Item No. 8.34.1

17 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @0.75 ltr/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.

CSR 2023-24 Volume 2 Page No. 46 Item No. 8.33.2

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

CSR 2023-24 Volume 2 Page No. 47 Item No. 8.33.3 Issue Rate Dated 08.10.2025

18 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.( Volume 2 Page No 104 Item No 12.51)

CSR 2023-24 Volume 2 Page No. 104 Item No. 12.51 Issue Rate Dated 08.10.2025

19 Providing and fixing following fixtures to doors and windows.

a Providing and fixing chromium plated brass butt hinges with necessary chromium plated brass screws etc. complete. 125x70x4 mm (ordinary type)

CSR 2023-24 Volume 2 Page No. 176 Item No. 20.34.1

b Providing and fixing Hold fasts M.S. for doors etc complete (Material Components P.No A-27 Sl.No 285 )

CSR 2023-24 Volume 2 Page No. A-25 Item No. Si.no. 444

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

CSR 2023-24 Volume 2 Page No. 108 Item No. 12.73.1

d 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.

CSR 2023-24 Volume 2 Page No. 107 Item No. 12.6

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

CSR 2023-24 Volume 2 Page No. 107 Item No. 12.63

f Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete.

CSR 2023-24 Volume 2 Page No. 105 Item No. 12.58

Grand Total : ₹1,049,079.94

Assistant Executive Engineer Executive Engineer

PWD Sub Division, Hukkeri PWD Division, Chikkodi

NAME OF WORK: CONSTRUCTION OF PWD SUB DIVISION OFFICE AT HUKKERI IN HUKKERI TALUKA OF BELAGAVI DISTRICT UNDER HOA 4059-80-051-0-29-386 DEPARTMENTAL BUILDINGS FOR THE FY 2025-26

TERRACE FLOOR RATE ANALYSIS CSR 2023-24

Sl. No. Volume Page No. Item No. Description of Work Unit Basic Rate 23-24 Sacfolding Charge Lift Charge Total 3% Area specific loading Final Rate 3%

1 2 3 4 5 6 7 8 9 10=(7+8+9) 11 12=10+11 Issue Rate Issue Rate Dated

1 1 16 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m³ 6734.00 4713.80 228.96 11676.76 350.30 12027.06 CSR 2023-24 Volume 1 Page No. 16 Item No. 2.5.2 Y 08.10.2025 CSR 2023-24 Volume 1 Page No. 16 Item No. 2.5.2 Issue Rate Dated 08.10.2025

2 1 16 2.5.1 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m³ 6527.00 3916.20 208.86 10652.06 319.56 10971.63 CSR 2023-24 Volume 1 Page No. 16 Item No. 2.5.1 Y 08.10.2025 CSR 2023-24 Volume 1 Page No. 16 Item No. 2.5.1 Issue Rate Dated 08.10.2025

#REF! 1 16 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m³ 6734.00 134.68 6868.68 206.06 7074.74 CSR 2023-24 Volume 1 Page No. 16 Item No. 2.5.2 Y 08.10.2025 CSR 2023-24 Volume 1 Page No. 16 Item No. 2.5.2 Issue Rate Dated 08.10.2025

#REF! 1 111 Sl No.16 Staircase and other similar structures @ 50% 3367.00 67.34 3434.34 103.03 3537.37 CSR 2023-24 Volume 1 Page No. 111 Item No. Sl No.16 N CSR 2023-24 Volume 1 Page No. 111 Item No. Sl No.16

3 1 16 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m³ 6734.00 3367.00 202.02 10303.02 309.09 10612.11 CSR 2023-24 Volume 1 Page No. 16 Item No. 2.5.2 Y 08.10.2025 CSR 2023-24 Volume 1 Page No. 16 Item No. 2.5.2 Issue Rate Dated 08.10.2025

#REF! 1 7 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. m3 266.00 5.32 271.32 8.14 279.46 CSR 2023-24 Volume 1 Page No. 7 Item No. 1.9 N CSR 2023-24 Volume 1 Page No. 7 Item No. 1.9

#REF! 1 7 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. m3 474.00 9.48 483.48 14.50 497.98 CSR 2023-24 Volume 1 Page No. 7 Item No. 1.8 N CSR 2023-24 Volume 1 Page No. 7 Item No. 1.8

#REF! 2 5 4.1 Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier underand around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along theexternal 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. m2 118.00 2.36 120.36 3.61 123.97 CSR 2023-24 Volume 2 Page No. 5 Item No. 4.1 N CSR 2023-24 Volume 2 Page No. 5 Item No. 4.1

4 2 14 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. m3 7948.00 158.96 8106.96 243.21 8350.17 CSR 2023-24 Volume 2 Page No. 14 Item No. 6.8 Y 08.10.2025 CSR 2023-24 Volume 2 Page No. 14 Item No. 6.8 Issue Rate Dated 08.10.2025

5 2 14 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 1:3 (1 cement :3 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. m2 1029.00 20.58 1049.58 31.49 1081.07 CSR 2023-24 Volume 2 Page No. 14 Item No. 6.15 Y 08.10.2025 CSR 2023-24 Volume 2 Page No. 14 Item No. 6.15 Issue Rate Dated 08.10.2025

5 1 16 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 m3 6630.00 132.60 6762.60 202.88 6965.48 CSR 2023-24 Volume 1 Page No. 16 Item No. 2.5.1 Y 08.10.2025 CSR 2023-24 Volume 1 Page No. 16 Item No. 2.5.1 Issue Rate Dated 08.10.2025

5 1 116 Sl No. 19 Formwark for Chejjas, Canopy & Other Architectural projections of minor sections @ 45% 2983.50 59.67 3043.17 91.30 3134.47 CSR 2023-24 Volume 1 Page No. 116 Item No. Sl No. 19 N CSR 2023-24 Volume 1 Page No. 116 Item No. Sl No. 19

6 2 99 12.11 Providing Honne 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. m3 138074.00 2761.48 140835.48 4225.06 145060.54 CSR 2023-24 Volume 2 Page No. 99 Item No. 12.11 N CSR 2023-24 Volume 2 Page No. 99 Item No. 12.11

5 2 99 12.13.1 Providing Salwood 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. m3 98815.00 1976.30 100791.30 3023.74 103815.04 CSR 2023-24 Volume 2 Page No. 99 Item No. 12.13.1 N CSR 2023-24 Volume 2 Page No. 99 Item No. 12.13.1

6 2 108 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 42x50 mm PVC Extruded section m 239.00 4.78 243.78 7.31 251.09 CSR 2023-24 Volume 2 Page No. 108 Item No. 12.83.2 N CSR 2023-24 Volume 2 Page No. 108 Item No. 12.83.2

7 2 100 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 ) m2 7444.00 148.88 7592.88 227.79 7820.67 CSR 2023-24 Volume 2 Page No. 100 Item No. 12.15 N CSR 2023-24 Volume 2 Page No. 100 Item No. 12.15

6 2 101 12.27 Providing and fixing in position fully panelled shutters of Honne wood for windows with stiles and rails of 30mm thick, 75mm wide in two halves with panels of 20mm thick including cost of materials, labour charges,usage charges complete as per specifications. (excluding cost of fixtures) m2 6700.00 134.00 6834.00 205.02 7039.02 CSR 2023-24 Volume 2 Page No. 101 Item No. 12.27 N CSR 2023-24 Volume 2 Page No. 101 Item No. 12.27

7 2 111 12.94 Providing and fixing factory made Green certified, Anti Termite, UV resistant, high water absorbant single extruded WPC (Wood PolymerComposite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) having minimum density of 650 kg/m3 and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength of 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws The cost includes cost of materials, transportation, labour and fixing charges.(Cost of Fixtures to be paid separately) 30 mm thickness m2 3485.00 69.70 3554.70 106.64 3661.34 CSR 2023-24 Volume 2 Page No. 111 Item No. 12.94 N CSR 2023-24 Volume 2 Page No. 111 Item No. 12.94

#REF! 2 86 11.34B 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 openings /wooden frames with rawl plugs screws etc. kg 183.00 3.66 186.66 5.60 C10 C11 CSR 2023-24 Volume 2 Page No. 86 Item No. 11.34B N 5.35 CSR 2023-24 Volume 2 Page No. 86 Item No. 11.34B

#REF! 2 110 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). m2 6734.00 134.68 6868.68 206.06 C7 C8 CSR 2023-24 Volume 2 Page No. 110 Item No. 12.9 N 5.94 CSR 2023-24 Volume 2 Page No. 110 Item No. 12.9

7 2 86 11.34B 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 openings /wooden frames with rawl plugs screws etc. kg 183.00 3.66 186.66 5.60 CSR 2023-24 Volume 2 Page No. 86 Item No. 11.34B N CSR 2023-24 Volume 2 Page No. 86 Item No. 11.34B

#REF! 2 110 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). m2 6734.00 134.68 6868.68 206.06 7074.74 CSR 2023-24 Volume 2 Page No. 110 Item No. 12.9 N CSR 2023-24 Volume 2 Page No. 110 Item No. 12.9

#REF! 1 111 Sl No.14 Formwark for Beams & Lintels of Building @ 60% 4040.40 80.81 4121.21 123.64 4244.84 CSR 2023-24 Volume 1 Page No. 111 Item No. Sl No.14 N CSR 2023-24 Volume 1 Page No. 111 Item No. Sl No.14

#REF! 2 86 11.34B 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 openings /wooden frames with rawl plugs screws etc. kg 183.00 3.66 186.66 5.60 C7 C10 CSR 2023-24 Volume 2 Page No. 86 Item No. 11.34B N 3.22 CSR 2023-24 Volume 2 Page No. 86 Item No. 11.34B

#REF! 2 110 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). m2 6734.00 134.68 6868.68 206.06 C8 LB3 CSR 2023-24 Volume 2 Page No. 110 Item No. 12.9 N 3.22 CSR 2023-24 Volume 2 Page No. 110 Item No. 12.9

#REF! 2 110 12.85 Providing & fixing of louvered ventilator 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 with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass.Wall thickness of frame shall be 2mm.Maximum possible size – 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made). m2 5719.00 114.38 5833.38 175.00 6008.38 CSR 2023-24 Volume 2 Page No. 110 Item No. 12.85 N CSR 2023-24 Volume 2 Page No. 110 Item No. 12.85

#REF! 2 64 9.31 Providing and laying Polished Sadarahalli Grey Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 20 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. m2 2085.00 41.70 2126.70 63.80 2190.50 CSR 2023-24 Volume 2 Page No. 64 Item No. 9.31 N CSR 2023-24 Volume 2 Page No. 64 Item No. 9.31

#REF! 2 85 11.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts,bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Kg 565.00 11.30 576.30 17.29 593.59 CSR 2023-24 Volume 2 Page No. 85 Item No. 11.28 N CSR 2023-24 Volume 2 Page No. 85 Item No. 11.28 `

7 2 41 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. m2 253.00 5.06 258.06 7.74 265.80 CSR 2023-24 Volume 2 Page No. 41 Item No. 8.1.1 Y 08.10.2025 CSR 2023-24 Volume 2 Page No. 41 Item No. 8.1.1 Issue Rate Dated 08.10.2025

8 2 50 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. m2 100.00 2.00 102.00 3.06 105.06 CSR 2023-24 Volume 2 Page No. 50 Item No. 8.51 N CSR 2023-24 Volume 2 Page No. 50 Item No. 8.51

9 2 42 8.9 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) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished rough with sponge 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.+ 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. m2 382.00 7.64 389.64 11.69 401.33 CSR 2023-24 Volume 2 Page No. 42 Item No. 8.9 Y 08.10.2025 CSR 2023-24 Volume 2 Page No. 42 Item No. 8.9 Issue Rate Dated 08.10.2025

10 2 43 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 Engineerin- Charge. Kg 64.00 1.28 65.28 1.96 67.24 CSR 2023-24 Volume 2 Page No. 43 Item No. 8.12 N CSR 2023-24 Volume 2 Page No. 43 Item No. 8.12

11 2 A-30 Sl. No. 623 Polymerized plaster reinforced with glass fibre mesh m2 317.00 6.34 323.34 9.70 333.04 CSR 2023-24 Volume 2 Page No. A-30 Item No. Sl. No. 623 N CSR 2023-24 Volume 2 Page No. A-30 Item No. Sl. No. 623

12 1 18 2.11.a 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 t 90464.00 1809.28 92273.28 2768.20 95041.48 CSR 2023-24 Volume 1 Page No. 18 Item No. 2.11.a Y 04.04.2026 CSR 2023-24 Volume 1 Page No. 18 Item No. 2.11.a Issue Rate Dated 04.04.2026

13 2 61 9.17.2 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete.Size of Tile Size of Tile 600x600 mm m2 1175.00 23.50 1198.50 35.96 1234.46 C11 CSR 2023-24 Volume 2 Page No. 61 Item No. 9.17.2 N 5.35 CSR 2023-24 Volume 2 Page No. 61 Item No. 9.17.2

14 2 63 / 9.24 63 / 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.( Volume 2 Page No 63 Item No 9.24)** Polished Granite stone slab Black, Cherry Red, Brown, Cat Eye,River Pink or equivalent. (Volume 2 Page No 63 Item No 9.24) m2 2852.00 57.04 2909.04 87.27 2996.31 C8 CSR 2023-24 Volume 2 Page No. 63 / 9.24 Item No. 63 / 9.24 N 5.94 CSR 2023-24 Volume 2 Page No. 63 / 9.24 Item No. 63 / 9.24

14 2 63 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. m2 2848.00 56.96 2904.96 87.15 2992.11 CSR 2023-24 Volume 2 Page No. 63 Item No. 9.24 Y 08.10.2025 CSR 2023-24 Volume 2 Page No. 63 Item No. 9.24 Issue Rate Dated 08.10.2025

15 2 64 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. ( Volume 2 Page No 64 Item No 9.36) m2 1650.00 33.00 1683.00 50.49 1733.49 C10 CSR 2023-24 Volume 2 Page No. 64 Item No. 9.36 N 3.22 CSR 2023-24 Volume 2 Page No. 64 Item No. 9.36

15 2 60 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. m2 885.00 17.70 902.70 27.08 929.78 LB3 CSR 2023-24 Volume 2 Page No. 60 Item No. 9.11 N 3.22 CSR 2023-24 Volume 2 Page No. 60 Item No. 9.11

16 2 64 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. m2 5326.00 106.52 5432.52 162.98 5595.50 CSR 2023-24 Volume 2 Page No. 64 Item No. 9.3 Y 08.10.2025 CSR 2023-24 Volume 2 Page No. 64 Item No. 9.3 Issue Rate Dated 08.10.2025

17 2 65 9.39 Providing skirting, dadooing, rises of steps with colour 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. m2 1446.00 28.92 1474.92 44.25 1519.17 CSR 2023-24 Volume 2 Page No. 65 Item No. 9.39 Y 08.10.2025 CSR 2023-24 Volume 2 Page No. 65 Item No. 9.39

13 2 46 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /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.(Volume 2 Page No. 48 Item No 8.33.1) m2 158.00 3.16 161.16 4.83 165.99 CSR 2023-24 Volume 2 Page No. 46 Item No. 8.33.1 N CSR 2023-24 Volume 2 Page No. 46 Item No. 8.33.1

14 2 113 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. m2 817.00 16.34 833.34 25.00 858.34 CSR 2023-24 Volume 2 Page No. 113 Item No. 15.1 Y CSR 2023-24 Volume 2 Page No. 113 Item No. 15.1 Issue Rate Dated

15 2 46 8.30 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paintof 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.(Volume 2 Page No. 46 Item No 8.30) m2 174.00 3.48 177.48 5.32 182.80 CSR 2023-24 Volume 2 Page No. 46 Item No. 8.3 N CSR 2023-24 Volume 2 Page No. 46 Item No. 8.3

16 2 47 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. m2 53.00 1.06 54.06 1.62 55.68 CSR 2023-24 Volume 2 Page No. 47 Item No. 8.34.1 N CSR 2023-24 Volume 2 Page No. 47 Item No. 8.34.1

17 2 46 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @0.75 ltr/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. m2 138.00 2.76 140.76 4.22 144.98 CSR 2023-24 Volume 2 Page No. 46 Item No. 8.33.2 N CSR 2023-24 Volume 2 Page No. 46 Item No. 8.33.2 0.45

18 2 47 8.33.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.( Volume 2 Page No 47 Item No 8.33.3) m2 139.00 2.78 141.78 4.25 146.03 CSR 2023-24 Volume 2 Page No. 47 Item No. 8.33.3 Y 08.10.2025 CSR 2023-24 Volume 2 Page No. 47 Item No. 8.33.3 Issue Rate Dated 08.10.2025

18 2 104 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.( Volume 2 Page No 104 Item No 12.51) Nos. 1015.00 20.30 1035.30 31.06 1066.36 CSR 2023-24 Volume 2 Page No. 104 Item No. 12.51 Y 08.10.2025 CSR 2023-24 Volume 2 Page No. 104 Item No. 12.51 Issue Rate Dated 08.10.2025 0.38

18 2 136 14.32 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 each 1726.00 34.52 1760.52 52.82 C8 LB3 CSR 2023-24 Volume 2 Page No. 136 Item No. 14.32 N 3.22 CSR 2023-24 Volume 2 Page No. 136 Item No. 14.32 0.38

19 Providing and fixing following fixtures to doors and windows. CSR 2023-24 Volume Page No. Item No. N CSR 2023-24 Volume Page No. Item No.

a 2 176 20.34.1 Providing and fixing chromium plated brass butt hinges with necessary chromium plated brass screws etc. complete. 125x70x4 mm (ordinary type) Each 170.00 3.40 173.40 5.20 178.60 CSR 2023-24 Volume 2 Page No. 176 Item No. 20.34.1 N CSR 2023-24 Volume 2 Page No. 176 Item No. 20.34.1

b 2 A-25 Si.no. 444 Providing and fixing Hold fasts M.S. for doors etc complete (Material Components P.No A-27 Sl.No 285 ) Each 50.00 1.00 51.00 1.53 52.53 CSR 2023-24 Volume 2 Page No. A-25 Item No. Si.no. 444 N CSR 2023-24 Volume 2 Page No. A-25 Item No. Si.no. 444

c 2 108 12.73.1 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125mm Each 44.00 0.88 44.88 1.35 46.23 CSR 2023-24 Volume 2 Page No. 108 Item No. 12.73.1 N CSR 2023-24 Volume 2 Page No. 108 Item No. 12.73.1

d 2 107 12.6 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. Each 1052.00 21.04 1073.04 32.19 1105.23 CSR 2023-24 Volume 2 Page No. 107 Item No. 12.6 N CSR 2023-24 Volume 2 Page No. 107 Item No. 12.6

e 2 107 12.63 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic 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 130.00 2.60 132.60 3.98 136.58 CSR 2023-24 Volume 2 Page No. 107 Item No. 12.63 N CSR 2023-24 Volume 2 Page No. 107 Item No. 12.63

f 2 105 12.58 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. Nos 120.00 2.40 122.40 3.67 126.07 CSR 2023-24 Volume 2 Page No. 105 Item No. 12.58 N CSR 2023-24 Volume 2 Page No. 105 Item No. 12.58

Assistant Executive Engineer Executive Engineer

PWD Sub Division, Hukkeri PWD Division, Chikkodi

GRID D to F GRID 4 to 6 6.17 3.6

NAME OF WORK: CONSTRUCTION OF PWD SUB DIVISION OFFICE AT HUKKERI IN HUKKERI TALUKA OF BELAGAVI DISTRICT UNDER HOA 4059-80-051-0-29-386 DEPARTMENTAL BUILDINGS FOR THE FY 2025-26

WATER SUPPLY & SANITARY ABSTRACT & MEASUREMENT SHEET

SL NO DESCRIPTION UNIT NOS LENGTH BREADTH DEPTH QUANTITY RATE AMOUNT

1 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 25 mm nominal dia Pipes( Volume 2 Page No 122 Item No.13.31.6)

Sump To OHT Rising Main m 1 20.00 20.00 804.43 ₹16,088.60

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 thewalls etc..20 mm nominal dia pipes( Volume 2 Page No 122 Item No.13.32.2)

Distibution Line

3 Providing and fixing Sewer (SWR) pipes, including all fittings, This includes jointing of pipes & fittings with one step solvent cement,trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 110mm nominal dia pipes(Volume 2, Page No.128 Item 13.64.2)

Toilet to Spectic m 1 10.00 10.00

Vertical m 1 4.00 4.00

Air Vent m 2 2.00 4.00

Toilet to Spectic m 1 10.00 10.00

Vertical m 1 4.00 4.00

Air Vent m 2 2.00 4.00

4 Providing and fixing C.P. brass stop cock (concealed) of standard designand of approved make conforming to IS:8931.(Volume 2 Page No 119 Item No.13.15)

For Toilet Nos 1 2.00 2.00

5 Providing and fixing brass bib cock of approved quality :13.2.2 20 mm nominal bore (Volume 2 Page No 117 Item No.13.2.2)

For Toilet Each 1 3 3.00

For Toilet Each 1 3 3.00

6 Providing and fixing PTMT pillar cock of approved quality and colour.15 mm nominal bore, 125 mm long foam flow, weighing not less than 120 gms (Volume 2 Page No 120 Item No.13.20.2)

For Toilet Each 1 2 2.00

For Toilet Each 1 2 2.00

7 Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and reparing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete sa as to make it leak proof. (Volume 2 Page No 123 Item No.13.37)

Ground Floor Nos 1 4.00 4.00

First Floor Nos 1 4.00 4.00

Second Floor Nos 1 6.00 6.00

8 Cutting holes upto 30x30 cm in walls including making good the same : with common burnt clay F.P.S (non modular Bricks).(Volume 2 Page No 123 Item No.13.36)

For Toilet Each 1 10.00 10.00

For Toilet Each 1 10.00 10.00

9 Providing and placing on terrace (at all floor levels polyethylene water storage tank, IS : 12701 : 1996 marked with cover and suitable locking arrangements, making necessary holes of inlet, outlet and over flow pipes,but without fittings and the base support for tank.(Volume 2 Page No 123 Item No.13.34)

For Toilet 1 1000.00 1000.00

For Toilet 1 1000.00 1000.00

10 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests(Volume 2 Page No 131 Item No.14.1.1)

Ground Floor Each 1 2.00 2.00

First Floor Each 1 2.00 2.00

Second Floor Each 1 3.00 3.00

Each Total 0.00 5030.52 ₹0.00

11 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required :

For Toilet Each 1 3.00 3.00

For Toilet Each 1 3.00 3.00

12 Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required: using White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer (Volume 2 Page No132 Item No.14.7.3)

For Toilet UNIT 1 2 2.00

For Toilet UNIT 1 2 2.00

13 Providing and fixing unplasticised PVC connection pipe with brass unions : 20 mm nominal bore( Volume 2 Page No 118 Item No.13.8.2.2)

For Toilet Set 1 3 3.00

For Toilet Set 1 3 3.00

14 Providing and fixing white vitreous china water closet squatting pan(Indian type) :( Volume 2 Page No 134 Item No.14.13.1)

For Toilet Each 1 4 4.00

15 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 75 mm outlet * Hubless centrifugally cast (spun) iron epoxy coated inside & outside as perr IS : 15905(Volume 2 Page No 124 Item No.13.46)

For Toilet Each 1 1 1.00

For Toilet Each 1 1 1.00

Each Total 2.00 489.25 ₹978.50

16 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc.complete as per standard design: Inside dimensions 455x610 mm and 45 cm deep for single pipe line : With common burnt clay (non modular)bricks of class designation 3.5(Volume 2 Page No 126 Item No.13.53)

For Toilet Each 1 1 1.00

For Toilet Each 1 1 1.00

Grand Total : ₹136,716.02

NAME OF WORK: CONSTRUCTION OF PWD SUB DIVISION OFFICE AT HUKKERI IN HUKKERI TALUKA OF BELAGAVI DISTRICT UNDER HOA 4059-80-051-0-29-386 DEPARTMENTAL BUILDINGS FOR THE FY 2025-26

WATER SUPPLY RATE ANALYSIS CSR 2023-24

Sl. No. Description of Work Volume Pno I no Unit Basic Rate 23-24 Issue Rate as per SEBang. 07-07-2022 3%Area specific loading Final Rate 3% Issue Rate Issue Rate Dated

1 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 25 mm nominal dia Pipes( Volume 2 Page No 122 Item No.13.31.6) 2 122 13.31.6 m 781.00 23.43 804.43 CSR 2023-24 Volume 2 Page No. 122 Item No. 13.31.6 y 08.10.2025 CSR 2023-24 Volume 2 Page No. 122 Item No. 13.31.6 Issue Rate Dated 08.10.2025

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 thewalls etc..20 mm nominal dia pipes( Volume 2 Page No 122 Item No.13.32.2) 2 122 13.32.2 m 379.00 11.37 390.37 CSR 2023-24 Volume 2 Page No. 122 Item No. 13.32.2 CSR 2023-24 Volume 2 Page No. 122 Item No. 13.32.2

3 Providing and fixing Sewer (SWR) pipes, including all fittings, This includes jointing of pipes & fittings with one step solvent cement,trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 110mm nominal dia pipes(Volume 2, Page No.128 Item 13.64.2) 2 128 13.64.2 m 385.00 11.55 396.55 CSR 2023-24 Volume 2 Page No. 128 Item No. 13.64.2 CSR 2023-24 Volume 2 Page No. 128 Item No. 13.64.2

4 Providing and fixing C.P. brass stop cock (concealed) of standard designand of approved make conforming to IS:8931.(Volume 2 Page No 119 Item No.13.15) 2 119 13.15 Nos. 725.00 21.75 746.75 CSR 2023-24 Volume 2 Page No. 119 Item No. 13.15 CSR 2023-24 Volume 2 Page No. 119 Item No. 13.15

5 Providing and fixing brass bib cock of approved quality :13.2.2 20 mm nominal bore (Volume 2 Page No 117 Item No.13.2.2) 2 117 13.2.2 Each 305.00 9.15 314.15 CSR 2023-24 Volume 2 Page No. 117 Item No. 13.2.2 CSR 2023-24 Volume 2 Page No. 117 Item No. 13.2.2

6 Providing and fixing PTMT pillar cock of approved quality and colour.15 mm nominal bore, 125 mm long foam flow, weighing not less than 120 gms (Volume 2 Page No 120 Item No.13.20.2) 2 120 13.20.2 Each 314.00 9.42 323.42 CSR 2023-24 Volume 2 Page No. 120 Item No. 13.20.2 CSR 2023-24 Volume 2 Page No. 120 Item No. 13.20.2

7 Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and reparing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete sa as to make it leak proof. (Volume 2 Page No 123 Item No.13.37) 2 123 13.37 m 313.00 9.39 322.39 CSR 2023-24 Volume 2 Page No. 123 Item No. 13.37 CSR 2023-24 Volume 2 Page No. 123 Item No. 13.37

8 Cutting holes upto 30x30 cm in walls including making good the same : with common burnt clay F.P.S (non modular Bricks).(Volume 2 Page No 123 Item No.13.36) 2 123 13.36 Each 323.00 9.69 332.69 CSR 2023-24 Volume 2 Page No. 123 Item No. 13.36 CSR 2023-24 Volume 2 Page No. 123 Item No. 13.36

9 Providing and placing on terrace (at all floor levels polyethylene water storage tank, IS : 12701 : 1996 marked with cover and suitable locking arrangements, making necessary holes of inlet, outlet and over flow pipes,but without fittings and the base support for tank.(Volume 2 Page No 123 Item No.13.34) 2 123 13.34 l 9.00 0.27 9.27 CSR 2023-24 Volume 2 Page No. 123 Item No. 13.34 CSR 2023-24 Volume 2 Page No. 123 Item No. 13.34

10 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests(Volume 2 Page No 131 Item No.14.1.1) 2 131 14.1.1 Each 4884.00 146.52 5030.52 CSR 2023-24 Volume 2 Page No. 131 Item No. 14.1.1 CSR 2023-24 Volume 2 Page No. 131 Item No. 14.1.1

11 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : 2 131 14.2.1 Each 4838.00 145.14 4983.14 CSR 2023-24 Volume 2 Page No. 131 Item No. 14.2.1 CSR 2023-24 Volume 2 Page No. 131 Item No. 14.2.1

12 Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required: using White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer (Volume 2 Page No132 Item No.14.7.3) 2 132 14.7.3 Unit 2866.00 85.98 2951.98 CSR 2023-24 Volume 2 Page No. 132 Item No. 14.7.3 CSR 2023-24 Volume 2 Page No. 132 Item No. 14.7.3

13 Providing and fixing unplasticised PVC connection pipe with brass unions : 20 mm nominal bore( Volume 2 Page No 118 Item No.13.8.2.2) 2 118 13.8.2.2 Nos 110.00 3.30 113.30 CSR 2023-24 Volume 2 Page No. 118 Item No. 13.8.2.2 CSR 2023-24 Volume 2 Page No. 118 Item No. 13.8.2.2

14 Providing and fixing white vitreous china water closet squatting pan(Indian type) :( Volume 2 Page No 134 Item No.14.13.1) 2 134 14.13.1 Each 1428.00 42.84 1470.84 CSR 2023-24 Volume 2 Page No. 134 Item No. 14.13.1 CSR 2023-24 Volume 2 Page No. 134 Item No. 14.13.1

15 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 75 mm outlet * Hubless centrifugally cast (spun) iron epoxy coated inside & outside as perr IS : 15905(Volume 2 Page No 124 Item No.13.46) 2 124 13.46 Each 475.00 14.25 489.25 CSR 2023-24 Volume 2 Page No. 124 Item No. 13.46 CSR 2023-24 Volume 2 Page No. 124 Item No. 13.46

16 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc.complete as per standard design: Inside dimensions 455x610 mm and 45 cm deep for single pipe line : With common burnt clay (non modular)bricks of class designation 3.5(Volume 2 Page No 126 Item No.13.53) 2 126 13.53 each 5642.00 169.26 5811.26 CSR 2023-24 Volume 2 Page No. 126 Item No. 13.53 CSR 2023-24 Volume 2 Page No. 126 Item No. 13.53

NAME OF WORK: CONSTRUCTION OF PWD SUB DIVISION OFFICE AT HUKKERI IN HUKKERI TALUKA OF BELAGAVI DISTRICT UNDER HOA 4059-80-051-0-29-386 DEPARTMENTAL BUILDINGS FOR THE FY 2025-26

WATER SUPPLY ABSTRACT & MEASUREMENT SHEET

SL NO DESCRIPTION UNIT NOS LENGTH BREADTH DEPTH QUANTITY RATE AMOUNT

1 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work - Exposed on wall 50 mm nominal dia Pipes

CSR 2023-24 Volume 2 Page No. 122 Item No. 13.31.6

Main Raw Water Line m 1 15.00 15.00

2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work - Exposed on wall 40 mm nominal dia Pipes

CSR 2023-24 Volume 2 Page No. 122 Item No. 13.31.5

Sump To OHT Rising Main m 1 20.00 20.00 F1 5.00 3.30 3.50 1.50

3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work - Exposed on wall 32 mm nominal dia Pipes

CSR 2023-24 Volume 2 Page No. 122 Item No. 13.31.4

Distibution Line

Ground Floor m 1 25.00 25.00

First Floor m 1 25.00 25.00

3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work - Exposed on wall 25 mm nominal dia Pipes

CSR 2023-24 Volume 2 Page No. 122 Item No. 13.31.3

Distibution Line

Ground Floor m 1 40.00 40.00

First Floor m 1 20.00 20.00

4 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 140mm dia, 6 kg/sqcm & class 3

CSR 2023-24 Volume 5 Page No. 113 Item No. 10.1.8

Ground Floor m 1 40.00 40.00

First Floor m 1 40.00 40.00

5 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 110mm dia, 6 kg/sqcm & class 3

CSR 2023-24 Volume 5 Page No. 113 Item No. 10.1.7

Ground Floor m 1 30.00 30.00

First Floor m 1 30.00 30.00

6 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 75mm dia, 6 kg/sqcm & class 3

CSR 2023-24 Volume 5 Page No. 113 Item No. 10.1.5

Ground Floor m 1 25.00 25.00

First Floor m 1 25.00 25.00

7 Providing UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. complete for: Pipes of SN 8, 110mm dia.

CSR 2023-24 Volume 5 Page No. 114 Item No. 10.2.8

Wash Basin Line

Ground Floor m 1 30.00 30.00

First Floor m 1 30.00 30.00

8 Supply and delivery at site GM (copper alloy) gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark. For 65 mm dia GM (Copper alloy) Gate valves

CSR 2023-24 Volume 5 Page No. 133 Item No. 11.15.7

Rain Water Down Take Pipe Name Nos L B D

Ground Floor & First Floor m 0 8.00 10.00 0.00

9 Supply and delivery at site GM (copper alloy) gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark. For 40 mm dia GM (Copper alloy) Gate valves

CSR 2023-24 Volume 5 Page No. 133 Item No. 11.15.5

Ground Floor Nos 1 2.00 2.00

First Floor Nos 1 2.00 2.00

10 Supply and delivery at site GM (copper alloy) gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark. For 32 mm dia GM (Copper alloy) Gate valves

CSR 2023-24 Volume 5 Page No. 133 Item No. 11.15.4

Ground Floor Nos 1 3.00 3.00

First Floor Nos 1 3.00 3.00

11 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.

CSR 2023-24 Volume 2 Page No. 119 Item No. 13.15

Ground Floor Nos 1 12.00 12.00

First Floor Nos 1 5.00 5.00

12 Providing and fixing brass bib cock of approved quality : 20 mm nominal bore

CSR 2023-24 Volume 2 Page No. 117 Item No. 13.2.2

Ground Floor Nos 1 12.00 12.00

First Floor Nos 1 5.00 5.00

13 Providing and fixing PTMT pillar cock of approved quality and colour.15 mm nominal bore, 125 mm long foam flow, weighing not less than 120 g

CSR 2023-24 Volume 2 Page No. 120 Item No. 13.20.2

Ground Floor Each 1 4.00 4.00

First Floor Each 1 1.00 1.00

14 Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof.

CSR 2023-24 Volume 2 Page No. 123 Item No. 13.37

Ground Floor Nos 1 5.00 5.00

First Floor Nos 1 5.00 5.00

15 Cutting holes up to 30x30 cm in walls including making good the same: With common burnt clay F.P.S. (non modular) bricks

CSR 2023-24 Volume 2 Page No. 123 Item No. 13.36

Ground Floor Each 1 10.00 10.00

First Floor Each 1 10.00 10.00

16 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.

CSR 2023-24 Volume 2 Page No. 123 Item No. 13.34

Ground Floor L 1 1000.00 1000.00

First Floor L 1 1000.00 1000.00

17 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

CSR 2023-24 Volume 1 Page No. 6 Item No. 1.6.1

For sewage line 1 50.00 0.60 0.90 27.00

Sullage Line 1 50.00 0.60 0.90 27.00

Wash Basin Line 1 50.00 0.60 0.90 27.00

Inspection Chamber 3 1.50 1.50 1.00 6.75

18 Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications

CSR 2023-24 Volume 1 Page No. 7 Item No. 1.1

As Per Qty Vide Item No.17 87.75 GRID E to F GRID 5 to 6 1 2.93 3 0.15

19 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests.

CSR 2023-24 Volume 2 Page No. 131 Item No. 14.1.1

Ground Floor Each 1.00 1.00

First Floor Each 1.00 1.00

19 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid

CSR 2023-24 Volume 2 Page No. 131 Item No. 14.2.1

Ground Floor Each 3.00 3.00

First Floor Each 1.00 1.00

20 Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required, White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps

CSR 2023-24 Volume 2 Page No. 132 Item No. 14.7.3

Ground Floor Unit 3.00 3.00

First Floor Unit 2.00 2.00

21 Providing and fixing unplasticised PVC connection pipe with brass unions : 20 mm nominal bore

CSR 2023-24 Volume 2 Page No. 118 Item No. 13.8.2.2

Ground Floor Set 3.00 3.00

First Floor Set 2.00 2.00

22 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : One urinal basin with 5 litre white P.V.C. automatic flushing cistern

CSR 2023-24 Volume 2 Page No. 131 Item No. 14.4.1

Ground Floor Unit 3.00 3.00

23 Providing and fixing 100 mm sand cast Iron grating for gully trap.

CSR 2023-24 Volume 2 Page No. 136 Item No. 14.29

Ground Floor Each 3.00 3.00

24 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 75 mm outlet * Hubless centrifugally cast (spun) iron epoxy coated inside & outside as perr IS : 15905

CSR 2023-24 Volume 2 Page No. 124 Item No. 13.46

Ground Floor Each 10.00 10.00

First Floor Each 3.00 3.00

25 Constructing brick masonry chamber of internal dimension 600x600mm 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.

CSR 2023-24 Volume 5 Page No. 191 Item No. 16.9

26 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

CSR 2023-24 Volume 2 Page No. 136 Item No. 14.32

27 Providing Salwood 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.

CSR 2023-24 Volume 2 Page No. 99 Item No. 12.13.1 D2 1 0.80 2.10

28 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 42x50 mm PVC Extruded section

CSR 2023-24 Volume 2 Page No. 108 Item No. 12.83.2 D2 8 0.80 2.10

29 Providing and fixing in position fully panelled shutters of Honne wood for windows with stiles and rails of 30mm thick, 75mm wide in two halves with panels of 20mm thick including cost of materials, labour charges,usage charges complete as per specifications. (excluding cost of fixtures)

CSR 2023-24 Volume 2 Page No. 101 Item No. 12.27 D2 1 0.80 2.10

30 Providing and fixing in position fully panelled shutters of Honne wood for windows with stiles and rails of 30mm thick, 75mm wide in two halves with panels of 20mm thick including cost of materials, labour charges,usage charges complete as per specifications. (excluding cost of fixtures)

CSR 2023-24 Volume 2 Page No. 101 Item No. 12.27

DV3 #REF! 1 #REF! #REF! #REF!

31 Providing and fixing factory made Green certified, Anti Termite, UV resistant, high water absorbant single extruded WPC (Wood PolymerComposite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) having minimum density of 650 kg/m3 and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength of 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws The cost includes cost of materials, transportation, labour and fixing charges.(Cost of Fixtures to be paid separately) 30 mm thickness

CSR 2023-24 Volume 2 Page No. 111 Item No. 12.94 D2 8 0.80 2.10

32 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 openings /wooden frames with rawl plugs screws etc.

CSR 2023-24 Volume 2 Page No. 86 Item No. 11.34B

Below Staircase 1st Flight 1 3.83 0.90 3.44

Below Landing 1 2.70 1.80 4.86

Kgs Total 1568.70

33 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).

CSR 2023-24 Volume 2 Page No. 110 Item No. 12.9 12.90

34 Providing & fixing of louvered ventilator 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 with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass.Wall thickness of frame shall be 2mm.Maximum possible size – 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made).

CSR 2023-24 Volume 2 Page No. 110 Item No. 12.85 12.90

35 Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.

CSR 2023-24 Volume 2 Page No. 85 Item No. 11.29.1 12.90

36 Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer including cost of materials ,labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.

CSR 2023-24 Volume 2 Page No. 77 Item No. 11.3 12.90

35 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts,bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.

CSR 2023-24 Volume 2 Page No. 85 Item No. 11.28 12.90 4.62 4.02

Ent Steps 4.02m x 1.00m kg/m 4.62 2.82

Hand Rail 50mm dia 14 Guage 1 4.32 2.54 10.95

Vertical Pipe 1.2m c/c 50mm dia 14 Guage 3 1.00 2.54 7.61

Horizontal Pipe 25mm dia 14 Guage 5 4.02 1.21 24.40

Hand Rail 50mm dia 14 Guage 1 2.10 2.54 5.32

Vertical Pipe 1.2m c/c 50mm dia 14 Guage 2 1.00 2.54 5.07

Horizontal Pipe 25mm dia 14 Guage 5 1.95 1.21 11.83

Ramp 6.0m x 1.00m kg/m

Hand Rail 50mm dia 14 Guage 1 6.15 2.54 15.60

Vertical Pipe 1.2m c/c 50mm dia 14 Guage 7 1.00 2.54 17.75

Horizontal Pipe 25mm dia 14 Guage 5 6.00 1.21 36.42

Hand Rail 50mm dia 14 Guage 1 4.88 2.54 12.38

Vertical Pipe 1.2m c/c 50mm dia 14 Guage 4 1.00 2.54 10.14

Horizontal Pipe 25mm dia 14 Guage 5 4.73 1.21 28.71

Staircase 1st Flight 3.00m x 1.20m kg/m

Hand Rail 50mm dia 14 Guage 1 1 3.45 2.54 8.75

Vertical Pipe 1.2m c/c 50mm dia 14 Guage 1 3 1.00 2.54 7.61

Horizontal Pipe 25mm dia 14 Guage 1 5 3.00 1.21 18.21

Staircase 2nd Flight 3.00m x 1.20m

Hand Rail 50mm dia 14 Guage 1 1 3.15 2.54 7.99

Vertical Pipe 1.2m c/c 50mm dia 14 Guage 1 3 1.00 2.54 7.61

Horizontal Pipe 25mm dia 14 Guage 1 5 3.00 1.21 18.21

36 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.

CSR 2023-24 Volume 2 Page No. 41 Item No. 8.1.1 12.90

Kitchen Front area 2 6.22 3.45 42.91 W1 1.00 1.80 1.00

Kitchen Front area 2 5.78 3.45 39.88

Deductions for openings

Quantity after deductions m2 0.00 260.59 ₹0.00

37 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.

CSR 2023-24 Volume 2 Page No. 50 Item No. 8.51 12.90

Inside Plaster 0.00

Kitchen Front area 2 1.50 1.61 4.83

Kitchen Front area 2 1.50 1.39 4.17

Deduct Dado Qty m2 110.54

m2 Total Qty 0.00 103.00 ₹0.00

38 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) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished rough with sponge 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.+ 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.

CSR 2023-24 Volume 2 Page No. 42 Item No. 8.9 12.90

Outside Plaster

For Window Chajja at Cill Level

Front Side (W) 1 #REF! #REF! 1.27 9.00

MS 1 #REF! #REF! 1.27 0.00

RV 1 #REF! #REF! 1.27 0.00

Back side RV 1 #REF! #REF! 1.27 0.00

Back Side (W2) 1 #REF! #REF! 1.27 4.97

Back Side (W & W1) 1 #REF! #REF! 1.27 4.59

For Window Chajja at Lintel Level

Front Side (W) 1 #REF! #REF! 1.27 9.00

Back Side (W2) 1 #REF! #REF! 1.27 4.97

Back Side (W & W1) 1 #REF! #REF! 1.27 4.59

For Window Vertical Wall

Deductions for openings

39 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 Engineerin- Charge.

CSR 2023-24 Volume 2 Page No. 43 Item No. 8.12 12.90

Quantity Vide Sl No.36 0.000

For 1sqm 0.15 bag cement required 0.00

For water proofing material in cement plaster work in proportion 1 bag = 1kg water proofing material required 0.00

40 Polymerized plaster reinforced with glass fibre mesh

CSR 2023-24 Volume 2 Page No. A-30 Item No. Sl. No. 623

41 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.

CSR 2023-24 Volume 2 Page No. 44 Item No. 8.16 a

For Porch m2 1 7.44 0.60 4.46

42 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 ( Volume 1 Page No 18 Item No 2.11.a)

CSR 2023-24 Volume 1 Page No. 18 Item No. 2.11.a

Form Steel Quantity Table 27661.91

Add 10% Extra for Racks & Architectural provisions 2766.19

Total Qty 30428.10

43 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete.Size of Tile Size of Tile 600x1200 mm

CSR 2023-24 Volume 2 Page No. 61 Item No. 9.17.2

Kitchen Front area 2 1.50 1.61 4.83

Kitchen Front area 2 1.50 1.39 4.17

Kitchen Front area 2 6.22 0.15 1.86

Kitchen Front area 2 5.78 0.15 1.73

44 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent.

CSR 2023-24 Volume 2 Page No. 63 Item No. 9.24

Lobby Area 1 2.70 15.20 41.04

Lobby Area Near Front Door 1 1.87 2.60 4.86

Lobby Area Near Stair Case 1 2.05 3.00 6.15

For Kitchen Katta 4 4.22 0.60 10.12

For Kitchen Katta Support 4.00 8 0.75 0.60 14.40

Lobby Area 1 35.80 0.15 5.37

Lobby Area Near Front Door 1 8.94 0.15 1.34

Lobby Area Near Stair Case 1 10.10 0.15 1.51

33 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. ( Volume 2 Page No 64 Item No 9.36)

CSR 2023-24 Volume 2 Page No. 64 Item No. 9.36

45 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.

CSR 2023-24 Volume 2 Page No. 60 Item No. 9.11

46 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.

CSR 2023-24 Volume 2 Page No. 64 Item No. 9.3

47 Providing skirting, dadooing, rises of steps with colour 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.

CSR 2023-24 Volume 2 Page No. 65 Item No. 9.39

48 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /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.

CSR 2023-24 Volume 2 Page No. 46 Item No. 8.33.1

As Per Inside Plaster Qty

Interior Paint as per Wall Putty Qty m2 0.00

46 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paintof 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.

CSR 2023-24 Volume 2 Page No. 46 Item No. 8.3

As Per Outside Plaster Qty m2 Total 0.00

49 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.

CSR 2023-24 Volume 2 Page No. 47 Item No. 8.34.1

50 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @0.75 ltr/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.

CSR 2023-24 Volume 2 Page No. 46 Item No. 8.33.2

Below Staircase 1st Flight 1.00 1 2.50 0.90 2.25

Below Staircase 2nd Flight 1.00 1 2.30 1.80 4.14

m2 Total 122.68

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

V01 1 #REF! #REF! #REF! #REF!

37 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.( Volume 2 Page No 104 Item No 12.51)

51 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

CSR 2023-24 Volume 2 Page No. 136 Item No. 14.32

Boys Toilet Each 4 4.00

Each Total 4.00

52 Providing and fixing following fixtures to doors and windows.

a Providing and fixing chromium plated brass butt hinges with necessary chromium plated brass screws etc. complete. 125x70x4 mm (ordinary type)(Volume 2 Page No 176 Item No. 20.34.1)

CSR 2023-24 Volume 2 Page No. 176 Item No. 20.34.1

b Providing and fixing Hold fasts M.S. for doors etc complete (Material Components P.No A-27 Sl.No 285 )

CSR 2023-24 Volume 2 Page No. A-25 Item No. Si.no. 444

c Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125mm(Volume 2 Page No 108 Item No. 12.73.1)

CSR 2023-24 Volume 2 Page No. 108 Item No. 12.73.1

d 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. (Volume 2 Page No 107 Item No. 12.60 )

CSR 2023-24 Volume 2 Page No. 107 Item No. 12.6

e Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete (Volume 2 Page No 107 Item No. 12.63)

CSR 2023-24 Volume 2 Page No. 107 Item No. 12.63

f Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. (Volume 2 Page No 107 Item No. 12.58)

CSR 2023-24 Volume 2 Page No. 105 Item No. 12.58

Grand Total : ₹383,489.60

Assistant Executive Engineer Executive Engineer

PWD Sub Division, Hukkeri PWD Division, Chikkodi

NAME OF WORK: CONSTRUCTION OF PWD SUB DIVISION OFFICE AT HUKKERI IN HUKKERI TALUKA OF BELAGAVI DISTRICT UNDER HOA 4059-80-051-0-29-386 DEPARTMENTAL BUILDINGS FOR THE FY 2025-26

WATER SUPPLY RATE ANALYSIS CSR 2023-24

Sl. No. Volume Page No. Item No. Description of Work Unit Basic Rate 23-24 Lift Charge 3% Area specific loading Final Rate 3%

1 2 3 4 5 6 7 7 8 9 Issue Rate Issue Rate Dated

1 2 122 13.31.6 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work - Exposed on wall 50 mm nominal dia Pipes m 781.00 23.43 804.43 CSR 2023-24 Volume 2 Page No. 122 Item No. 13.31.6 N CSR 2023-24 Volume 2 Page No. 122 Item No. 13.31.6

2 2 122 13.31.5 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work - Exposed on wall 40 mm nominal dia Pipes m 536.00 16.08 552.08 CSR 2023-24 Volume 2 Page No. 122 Item No. 13.31.5 N CSR 2023-24 Volume 2 Page No. 122 Item No. 13.31.5

3 2 122 13.31.4 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work - Exposed on wall 32 mm nominal dia Pipes m 400.00 12.00 412.00 CSR 2023-24 Volume 2 Page No. 122 Item No. 13.31.4 N CSR 2023-24 Volume 2 Page No. 122 Item No. 13.31.4

4 2 122 13.31.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work - Exposed on wall 25 mm nominal dia Pipes m 318.00 9.54 327.54 4.4 CSR 2023-24 Volume 2 Page No. 122 Item No. 13.31.3 N CSR 2023-24 Volume 2 Page No. 122 Item No. 13.31.3

5 5 113 10.1.8 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 140mm dia, 6 kg/sqcm & class 3 m 584.00 17.52 601.52 CSR 2023-24 Volume 5 Page No. 113 Item No. 10.1.8 N CSR 2023-24 Volume 5 Page No. 113 Item No. 10.1.8

6 5 113 10.1.7 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 110mm dia, 6 kg/sqcm & class 3 m 411.00 12.33 423.33 CSR 2023-24 Volume 5 Page No. 113 Item No. 10.1.7 N CSR 2023-24 Volume 5 Page No. 113 Item No. 10.1.7

7 5 113 10.1.5 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 75mm dia, 6 kg/sqcm & class 3 m 220.00 6.60 226.60 CSR 2023-24 Volume 5 Page No. 113 Item No. 10.1.5 N CSR 2023-24 Volume 5 Page No. 113 Item No. 10.1.5

8 5 114 10.2.8 Providing UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. complete for: Pipes of SN 8, 110mm dia. m 347.00 10.41 357.41 CSR 2023-24 Volume 5 Page No. 114 Item No. 10.2.8 N CSR 2023-24 Volume 5 Page No. 114 Item No. 10.2.8

9 5 133 11.15.7 Supply and delivery at site GM (copper alloy) gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark. For 65 mm dia GM (Copper alloy) Gate valves Each 1869.00 56.07 1925.07 CSR 2023-24 Volume 5 Page No. 133 Item No. 11.15.7 N CSR 2023-24 Volume 5 Page No. 133 Item No. 11.15.7

10 5 133 11.15.5 Supply and delivery at site GM (copper alloy) gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark. For 40 mm dia GM (Copper alloy) Gate valves Each 1500.00 45.00 1545.00 CSR 2023-24 Volume 5 Page No. 133 Item No. 11.15.5 N CSR 2023-24 Volume 5 Page No. 133 Item No. 11.15.5

11 5 133 11.15.4 Supply and delivery at site GM (copper alloy) gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark. For 32 mm dia GM (Copper alloy) Gate valves Each 1338.00 40.14 1378.14 CSR 2023-24 Volume 5 Page No. 133 Item No. 11.15.4 N CSR 2023-24 Volume 5 Page No. 133 Item No. 11.15.4

12 2 119 13.15 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. No 725.00 21.75 746.75 CSR 2023-24 Volume 2 Page No. 119 Item No. 13.15 N CSR 2023-24 Volume 2 Page No. 119 Item No. 13.15

13 2 117 13.2.2 Providing and fixing brass bib cock of approved quality : 20 mm nominal bore No 305.00 9.15 314.15 CSR 2023-24 Volume 2 Page No. 117 Item No. 13.2.2 N CSR 2023-24 Volume 2 Page No. 117 Item No. 13.2.2

14 2 120 13.20.2 Providing and fixing PTMT pillar cock of approved quality and colour.15 mm nominal bore, 125 mm long foam flow, weighing not less than 120 g No 314.00 9.42 323.42 CSR 2023-24 Volume 2 Page No. 120 Item No. 13.20.2 N CSR 2023-24 Volume 2 Page No. 120 Item No. 13.20.2

15 2 123 13.37 Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. m 313.00 9.39 322.39 CSR 2023-24 Volume 2 Page No. 123 Item No. 13.37 N CSR 2023-24 Volume 2 Page No. 123 Item No. 13.37

16 2 123 13.36 Cutting holes up to 30x30 cm in walls including making good the same: With common burnt clay F.P.S. (non modular) bricks Each 323.00 9.69 332.69 CSR 2023-24 Volume 2 Page No. 123 Item No. 13.36 N CSR 2023-24 Volume 2 Page No. 123 Item No. 13.36

17 2 123 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 9.00 0.09 0.27 9.27 CSR 2023-24 Volume 2 Page No. 123 Item No. 13.34 N CSR 2023-24 Volume 2 Page No. 123 Item No. 13.34

18 1 6 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 m 484.00 4.84 14.52 498.52 CSR 2023-24 Volume 1 Page No. 6 Item No. 1.6.1 N CSR 2023-24 Volume 1 Page No. 6 Item No. 1.6.1

19 1 7.00 1.1 Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications m³ 160.00 4.80 164.80 CSR 2023-24 Volume 1 Page No. 7 Item No. 1.1 N CSR 2023-24 Volume 1 Page No. 7 Item No. 1.1

20 2 131 14.1.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests. Each 4884.00 146.52 5030.52 CSR 2023-24 Volume 2 Page No. 131 Item No. 14.1.1 N CSR 2023-24 Volume 2 Page No. 131 Item No. 14.1.1

21 2 131 14.2.1 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid Each 4838.00 145.14 4983.14 CSR 2023-24 Volume 2 Page No. 131 Item No. 14.2.1 N CSR 2023-24 Volume 2 Page No. 131 Item No. 14.2.1

22 2 132 14.7.3 Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required, White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps Each 2866.00 85.98 2951.98 CSR 2023-24 Volume 2 Page No. 132 Item No. 14.7.3 N CSR 2023-24 Volume 2 Page No. 132 Item No. 14.7.3

23 2 118 13.8.2.2 Providing and fixing unplasticised PVC connection pipe with brass unions : 20 mm nominal bore No 110.00 3.30 113.30 CSR 2023-24 Volume 2 Page No. 118 Item No. 13.8.2.2 N CSR 2023-24 Volume 2 Page No. 118 Item No. 13.8.2.2

24 2 131 14.4.1 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : One urinal basin with 5 litre white P.V.C. automatic flushing cistern Each 4454.00 133.62 4587.62 CSR 2023-24 Volume 2 Page No. 131 Item No. 14.4.1 N CSR 2023-24 Volume 2 Page No. 131 Item No. 14.4.1

25 2 136 14.29 Providing and fixing 100 mm sand cast Iron grating for gully trap. Each 47.00 1.41 48.41 CSR 2023-24 Volume 2 Page No. 136 Item No. 14.29 N CSR 2023-24 Volume 2 Page No. 136 Item No. 14.29

26 2 124 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 75 mm outlet * Hubless centrifugally cast (spun) iron epoxy coated inside & outside as perr IS : 15905 Each 475.00 14.25 489.25 CSR 2023-24 Volume 2 Page No. 124 Item No. 13.46 N CSR 2023-24 Volume 2 Page No. 124 Item No. 13.46

27 5 191 16.9 Constructing brick masonry chamber of internal dimension 600x600mm 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. Each 5454.00 163.62 5617.62 CSR 2023-24 Volume 5 Page No. 191 Item No. 16.9 N CSR 2023-24 Volume 5 Page No. 191 Item No. 16.9

28 2 136 14.32 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 Each 1726.00 51.78 1777.78 CSR 2023-24 Volume 2 Page No. 136 Item No. 14.32 N CSR 2023-24 Volume 2 Page No. 136 Item No. 14.32

29 2 99 12.13.1 Providing Salwood 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. m3 98815.00 2964.45 101779.45 CSR 2023-24 Volume 2 Page No. 99 Item No. 12.13.1 N CSR 2023-24 Volume 2 Page No. 99 Item No. 12.13.1

30 2 108 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 42x50 mm PVC Extruded section m 239.00 7.17 246.17 CSR 2023-24 Volume 2 Page No. 108 Item No. 12.83.2 N CSR 2023-24 Volume 2 Page No. 108 Item No. 12.83.2

31 2 100 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 ) m2 7444.00 223.32 7667.32 CSR 2023-24 Volume 2 Page No. 100 Item No. 12.15 N CSR 2023-24 Volume 2 Page No. 100 Item No. 12.15

32 2 101 12.27 Providing and fixing in position fully panelled shutters of Honne wood for windows with stiles and rails of 30mm thick, 75mm wide in two halves with panels of 20mm thick including cost of materials, labour charges,usage charges complete as per specifications. (excluding cost of fixtures) m2 6700.00 201.00 6901.00 CSR 2023-24 Volume 2 Page No. 101 Item No. 12.27 N CSR 2023-24 Volume 2 Page No. 101 Item No. 12.27

33 2 111 12.94 Providing and fixing factory made Green certified, Anti Termite, UV resistant, high water absorbant single extruded WPC (Wood PolymerComposite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) having minimum density of 650 kg/m3 and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength of 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws The cost includes cost of materials, transportation, labour and fixing charges.(Cost of Fixtures to be paid separately) 30 mm thickness m2 3485.00 104.55 3589.55 CSR 2023-24 Volume 2 Page No. 111 Item No. 12.94 N CSR 2023-24 Volume 2 Page No. 111 Item No. 12.94

34 2 86 11.34B 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 openings /wooden frames with rawl plugs screws etc. kg 183.00 5.49 188.49 CSR 2023-24 Volume 2 Page No. 86 Item No. 11.34B N CSR 2023-24 Volume 2 Page No. 86 Item No. 11.34B

35 2 110 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). m2 6734.00 202.02 6936.02 CSR 2023-24 Volume 2 Page No. 110 Item No. 12.9 N CSR 2023-24 Volume 2 Page No. 110 Item No. 12.9

36 2 110 12.85 Providing & fixing of louvered ventilator 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 with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass.Wall thickness of frame shall be 2mm.Maximum possible size – 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made). m2 5719.00 171.57 5890.57 CSR 2023-24 Volume 2 Page No. 110 Item No. 12.85 N CSR 2023-24 Volume 2 Page No. 110 Item No. 12.85

37 2 85 11.29.1 Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. m2 687.00 20.61 707.61 CSR 2023-24 Volume 2 Page No. 85 Item No. 11.29.1 N CSR 2023-24 Volume 2 Page No. 85 Item No. 11.29.1

38 2 77 11.3 Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer including cost of materials ,labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. m2 8276.00 248.28 8524.28 CSR 2023-24 Volume 2 Page No. 77 Item No. 11.3 N CSR 2023-24 Volume 2 Page No. 77 Item No. 11.3

39 2 85 11.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts,bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Kg 565.00 16.95 581.95 CSR 2023-24 Volume 2 Page No. 85 Item No. 11.28 N CSR 2023-24 Volume 2 Page No. 85 Item No. 11.28 `

40 2 41 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. m2 253.00 7.59 260.59 CSR 2023-24 Volume 2 Page No. 41 Item No. 8.1.1 N CSR 2023-24 Volume 2 Page No. 41 Item No. 8.1.1

41 2 50 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. m2 100.00 3.00 103.00 CSR 2023-24 Volume 2 Page No. 50 Item No. 8.51 N CSR 2023-24 Volume 2 Page No. 50 Item No. 8.51

42 2 42 8.9 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) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished rough with sponge 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.+ 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. m2 382.00 11.46 393.46 CSR 2023-24 Volume 2 Page No. 42 Item No. 8.9 N CSR 2023-24 Volume 2 Page No. 42 Item No. 8.9

43 2 43 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 Engineerin- Charge. Kg 64.00 1.92 65.92 CSR 2023-24 Volume 2 Page No. 43 Item No. 8.12 N CSR 2023-24 Volume 2 Page No. 43 Item No. 8.12

44 2 A-30 Sl. No. 623 Polymerized plaster reinforced with glass fibre mesh m2 317.00 9.51 326.51 CSR 2023-24 Volume 2 Page No. A-30 Item No. Sl. No. 623 N CSR 2023-24 Volume 2 Page No. A-30 Item No. Sl. No. 623

45 2 44 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. m2 1238.00 37.14 1275.14 CSR 2023-24 Volume 2 Page No. 44 Item No. 8.16 a N CSR 2023-24 Volume 2 Page No. 44 Item No. 8.16 a

46 1 18 2.11.a 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 ( Volume 1 Page No 18 Item No 2.11.a) t 90464.00 2713.92 93177.92 CSR 2023-24 Volume 1 Page No. 18 Item No. 2.11.a N CSR 2023-24 Volume 1 Page No. 18 Item No. 2.11.a

47 2 61 9.17.2 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete.Size of Tile Size of Tile 600x1200 mm m2 1344.00 40.32 1384.32 CSR 2023-24 Volume 2 Page No. 61 Item No. 9.17.2 N CSR 2023-24 Volume 2 Page No. 61 Item No. 9.17.2

48 2 63 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. m2 2852.00 85.56 2937.56 CSR 2023-24 Volume 2 Page No. 63 Item No. 9.24 N CSR 2023-24 Volume 2 Page No. 63 Item No. 9.24

49 2 64 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. ( Volume 2 Page No 64 Item No 9.36) m2 1650.00 49.50 1699.50 CSR 2023-24 Volume 2 Page No. 64 Item No. 9.36 N CSR 2023-24 Volume 2 Page No. 64 Item No. 9.36

50 2 60 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. m2 885.00 26.55 911.55 CSR 2023-24 Volume 2 Page No. 60 Item No. 9.11 N CSR 2023-24 Volume 2 Page No. 60 Item No. 9.11

51 2 64 9.3 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. m2 5328.00 159.84 5487.84 CSR 2023-24 Volume 2 Page No. 64 Item No. 9.3 N CSR 2023-24 Volume 2 Page No. 64 Item No. 9.3

52 2 65 9.39 Providing skirting, dadooing, rises of steps with colour 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. m2 1446.00 43.38 1489.38 CSR 2023-24 Volume 2 Page No. 65 Item No. 9.39 N CSR 2023-24 Volume 2 Page No. 65 Item No. 9.39

53 2 46 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /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. m2 158.00 4.74 162.74 CSR 2023-24 Volume 2 Page No. 46 Item No. 8.33.1 N CSR 2023-24 Volume 2 Page No. 46 Item No. 8.33.1

54 2 46 8.3 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paintof 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. m2 174.00 5.22 179.22 CSR 2023-24 Volume 2 Page No. 46 Item No. 8.3 N CSR 2023-24 Volume 2 Page No. 46 Item No. 8.3

55 2 47 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. m2 53.00 1.59 54.59 CSR 2023-24 Volume 2 Page No. 47 Item No. 8.34.1 N CSR 2023-24 Volume 2 Page No. 47 Item No. 8.34.1

56 2 46 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @0.75 ltr/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. m2 138.00 4.14 142.14 CSR 2023-24 Volume 2 Page No. 46 Item No. 8.33.2 N CSR 2023-24 Volume 2 Page No. 46 Item No. 8.33.2

57 2 47 / 8.33.3 47 / 8.33.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.( Volume 2 Page No 47 Item No 8.33.3) m2 139.00 4.17 143.17 CSR 2023-24 Volume 2 Page No. 47 / 8.33.3 Item No. 47 / 8.33.3 N CSR 2023-24 Volume 2 Page No. 47 / 8.33.3 Item No. 47 / 8.33.3

58 2 104 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.( Volume 2 Page No 104 Item No 12.51) Nos. 1015.00 30.45 1045.45 CSR 2023-24 Volume 2 Page No. 104 Item No. 12.51 N CSR 2023-24 Volume 2 Page No. 104 Item No. 12.51

59 2 136 14.32 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 each 1726.00 17.26 51.78 1777.78 CSR 2023-24 Volume 2 Page No. 136 Item No. 14.32 N CSR 2023-24 Volume 2 Page No. 136 Item No. 14.32

60 Providing and fixing following fixtures to doors and windows. CSR 2023-24 Volume Page No. Item No. N CSR 2023-24 Volume Page No. Item No.

61 2 176 20.34.1 Providing and fixing chromium plated brass butt hinges with necessary chromium plated brass screws etc. complete. 125x70x4 mm (ordinary type)(Volume 2 Page No 176 Item No. 20.34.1) Each 170.00 5.10 175.10 CSR 2023-24 Volume 2 Page No. 176 Item No. 20.34.1 N CSR 2023-24 Volume 2 Page No. 176 Item No. 20.34.1

62 2 A-25 Si.no. 444 Providing and fixing Hold fasts M.S. for doors etc complete (Material Components P.No A-27 Sl.No 285 ) Each 40.00 1.20 41.20 CSR 2023-24 Volume 2 Page No. A-25 Item No. Si.no. 444 N CSR 2023-24 Volume 2 Page No. A-25 Item No. Si.no. 444

63 2 108 12.73.1 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125mm(Volume 2 Page No 108 Item No. 12.73.1) Each 44.00 1.32 45.32 CSR 2023-24 Volume 2 Page No. 108 Item No. 12.73.1 N CSR 2023-24 Volume 2 Page No. 108 Item No. 12.73.1

64 2 107 12.6 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. (Volume 2 Page No 107 Item No. 12.60 ) Each 1052.00 31.56 1083.56 CSR 2023-24 Volume 2 Page No. 107 Item No. 12.6 N CSR 2023-24 Volume 2 Page No. 107 Item No. 12.6

65 2 107 12.63 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete (Volume 2 Page No 107 Item No. 12.63) Nos 130.00 3.90 133.90 CSR 2023-24 Volume 2 Page No. 107 Item No. 12.63 N CSR 2023-24 Volume 2 Page No. 107 Item No. 12.63

66 2 105 12.58 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. (Volume 2 Page No 107 Item No. 12.58) Nos 120.00 3.60 123.60 CSR 2023-24 Volume 2 Page No. 105 Item No. 12.58 N CSR 2023-24 Volume 2 Page No. 105 Item No. 12.58

Assistant Executive Engineer Executive Engineer

PWD Sub Division, Hukkeri PWD Division, Chikkodi

NAME OF WORK: CONSTRUCTION OF PWD SUB DIVISION OFFICE AT HUKKERI IN HUKKERI TALUKA OF BELAGAVI DISTRICT UNDER HOA 4059-80-051-0-29-386 DEPARTMENTAL BUILDINGS FOR THE FY 2025-26

Sl No Item Code Description Unit Qty Rate Total

1.2 Concealed Conduit System

1 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

GROUND FLOOR 264

FIRST FLOOR 231

1.2.1 19/20mm dia 2mm thick Mtr 495 66.00 32670.0

GROUND FLOOR 78

1.2.2 25 mm dia 2 mm thick Mtr 148 78.00 11544.0

2 1.3 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 through out the conduit wherever necessary.

GROUND FLOOR 80

1.3.1 19/20mm dia 2mm thick Mtr 168 68.00 11424.0

GROUND FLOOR 240

FIRST FLOOR 210

1.3.2 25mm dia 2mm thick Mtr 450 79.00 35550.0

3 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.

4 1.5 Supplying and fixing PVC/metal conduit accessories Deep junction box.

GROUND FLOOR 44

1.5.1 19/20mm deep junction box Each 84 49.00 4116.0

GROUND FLOOR 20

1.5.2 25mm deep junction box Each 42 56.00 2352.0

5 1.7 Extra for Groove cutting in brick wall/CC floor to the suitable depth for concealing of Conduit/GI pipe and plastering, up to wall surface complete

GROUND FLOOR 10

1.7.1 up to 50mm conduit in brick wall Mtr 20 29.00 580.0

GROUND FLOOR 15

1.7.2 up to 50mm conduit CC floor Mtr 30 69.00 2070.0

6 1.9 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

GROUND FLOOR 10

GROUND FLOOR 10

1.12 Supplying And Fixing Metal Fan Box with Round Hook.

GROUND FLOOR 12

Point wiring using Copper wire without switch.

7 2.2 Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm2 (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.

GROUND FLOOR 12

2.2.1 Short point up to 3Mtr from tapping point to out let via switch box Point 23 269.00 6187.0

GROUND FLOOR 13

2.2.2 Medium point above 3Mtr up to 6Mtr from tapping point to out let via switch box Point 28 379.00 10612.0

GROUND FLOOR 18

2.2.3 Long point above 6Mtr up to 10Mtr from tapping point to out let via switch box Point 32 555.00 17760.0

8 2.3 Wiring for lighting/power circuit using one of FR PVC insulated 1100V grade, multistrand Copper conductor single core cable in open or concealed system of wiring with specified IS-694:1990 & confirming to the attached GTP of GROUP -A.

GROUND FLOOR 480

FIRST FLOOR 420

GROUND FLOOR 960

FIRST FLOOR 880

GROUND FLOOR 180

FIRST FLOOR 120

GROUND FLOOR 25

9 3.2 Supplying and mounting 2 Nos. of 2 way 6 amps flush type switches either surface/flush mounted on existing gang box or in 4mm thick plastic sheet and mounted on a flush mounted wooden box and wiring as required IS 1293

10 3.14 Supplying and fixing/replacing of 6/16/32Amps electrical accessories on existing switch board.

GROUND FLOOR 31

3.14.6 6 Amps Pendant Holder No 58 71.00 4118.0

11 3.4 Supplying and flush mounting powder coated / galavanized 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

GROUND FLOOR 15

GROUND FLOOR 12

12 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.

GROUND FLOOR 15

3.5.3 4Moudule Each 9 175.00 1575.0

3.5.4 6Moudule Each 2 234.00 468.0

3.5.5 8Moudule Each 8 284.00 2272.0

GROUND FLOOR 12

13 3.6 Supplying and fixing of modular switch existing modular switch plate as per IS 3854 and IS 1293

GROUND FLOOR 65

3.6.1 6Amps one way. Each 115 102.00 11730.0

3.6.2 6Amps Two way. Each 4 166.00 664.0

GROUND FLOOR 37

3.6.3 6Amps 3way socket. Each 52 171.00 8892.0

GROUND FLOOR 13

3.6.4 Stepped Fan Regulator. Each 21 357.00 7497.0

3.6.8 16Amps one way switch Each 5 180.00 900.0

3.6.11 6/16Amps universal socket Each 5 236.00 1180.0

14 3.9 Supplying and fixing hylum brand plastic sheet 3mm thick with necessary nitches for fixing switches, regulators etc., and fixing on existing wood or metal box using N.F. screws. Sq Cm 36200.00 0.35 12670.0

15 3.1 Extra for supplying 4mm thick white plastic plate and covering for junction boxes of size ……mm conduit using necessary machine screws.

GROUND FLOOR 45

GROUND FLOOR 20

6.2 Supplying of 1440rpm heavy duty exhaust fan with bracket blades suitable to operate on 230V 50Hz, AC Supply complete.

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.

6.3.1 48" Sweep (1200 mm) Regular model Each 10 2984.00 29840.00

11.11 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 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 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.

11.14 Supplying and fixing of slim box fitting, made out of CRCA Sheet metal body with locking type holder completely wired. Excluding Ballast & Fluorescent Tube.

GROUND FLOOR 32

11.14.3 2 x 4' Tube light fitting. Each 58 421.00 24418.00

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.

5.45 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.

5.7 Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers.

5.6 Supply and fixing polished wood board made of not less than 15mm thick plank on both sides of not more than 2 pieces and fixing the same to the wall using tapered inverted wooden plugs screws.

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 clA 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.

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 clA.

GROUND FLOOR 60

13.7.1 On wall/ ceiling / Rafter / Girders Each 132 122.00 16104.00

13.11 Fixing a ceiling /wall mounting fan of all capacities and all types, with necessary clA 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.

13.12 Extra length of GI pipe of class B 19mm dia for down rod. m 12 197.00 2364.00

13.14 Fixing one exhaust fan in the nitch already left in the wall with bolts and nuts and 5 A. ceiling rose with sufficient length of 23/0.0076 inch PVC insulated twin core wire. Each 4 492.00 1968.00

5.16 Supplying and fixing of Shunt trip suitable for MCCB.CBCT Each 1 1703.00 1703.00

5.26 Supplying, fixing and wiring 0 to 1500A CT operated AC analog type Ammeter without CT Each 3 480.00 1440.00

5.27 Supplying, fixing and wiring rotary selector switch suitable for Ammeter Each 2 200.00 400.00

5.29 Supplying, fixing and wiring 3 Phase Digital Ammeter / Voltmeter Each 2 1425.00 2850.00

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 3 515.00 1545.00

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

11.8.5 LED Streetlight 120 W No 4 10060.00 40240.00

13.2 Supplying and Fixing........mm dia class A GI pipe bracket upto 2.7 meters long terminated with a reducing collar of 40x25mm to which extra pipe of 175mm length is fixed for fixing MV/SV/MH/FTL street light fitting of all capacities on rail/RCC/wall/tubular pole, using suitable clA, bolts, nuts and wiring using suitable capacity wires.

13.2.2 Using 32mm dia G.I.Pipe Each 4 1295.00 5180.00

13.5 Fixing halogen/metal halide /SVL/IL/LED floodlight fitting over existing pole / wall ceiling including clA, bolts, nuts and wiring using suitable capacity wires. Each 4 162.00 648.00

5.40 Supplying ......... A 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

5.40.2 250 A 4 x 30 x 10 mm Aluminium Strips m 6 3435.00 20610.00

5.11 Supplying of on load change over switches 4 poles, AC- 23A Duty, 415V, 50Hz, AC Supply. (Open Execution)

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 9255.00 9255.00

16 5.18 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.

17 5.19 Supplying and fixing regular MCB distribution boards on wall / wood 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.

III - Double Door

BESCOM COMMEN SR -

Pipe Grounding EARTHING

28 51.01 GI Grounding pipe,B-Class,42 mm dia,2.5 Mts long,3.2 mm thick with bolt, nut, GI Strips and washer complete Minimum Weight of GI Pipe: 7.3 Kg

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

29 51.02 Good Quality well burnt Charcoal for grounding purposes packed in non returnable gunny bag of 30 Kg each

30 51.03 Good Quality Salt for grounding purposes packed in 50 Kg gunny bag

1.6 Digging of Pit for providing GI Pipe type Earthing LABOUR RATE

31 1.6.1 Ordinary Soil

12.58 GI/Copper strips for grounding connections, using necessary fixing materials as required.

Hescome supervision charge @20% 135372.0

Executive Engineer

PWD Sub Division Electrical,Belagavi

NAME OF WORK: CONSTRUCTION OF TOILET BLOCKS FOR GIRLS & BOYS OF GOVERNMENT PU COLLEGE HUKKERI KYRAGUDDA AT HUKKERI TALUKA IN BELAGAVI DIST.

Sl No S.R Items Description of Items Unit Rooms Qty Basic Rate Amount (Rs.)

1 1.8 Supplying and fixing of PVC casing and capping on the wall or ceiling using necessary materials like bends, junction box, elbows, screws at an interval of 300 mm .... etc. as required.

2 1.6 Supplying and flush mounting teak wooden box without front plank, made of not less than 12 mm thick wood, after due groove cutting, finishing with necessary cement plastering complete.

3 2.1 I. Point wiring using Copper wire with switch. Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm2 (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) with a 6A flush type SP 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.

Using class A Materials

2.1.2 b) Medium point above 3Mtr up to 6Mtr from tapping point to out let via switch Point 2 4 394.0 3152.00 8.00

4 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:confirming to latest amendments 1920 0.89

5 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

6 3.5 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine crews, bolts nuts etc., complete on the existing metal/PVC box.

7 3.6 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.

Using Group "A" materials

3.6.1 6A One Way Switch Each 2 4 102.0 816.00 8.00

8 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. years Warranty against any manufacturing defect working under standard electrical condition. 12.3.2 LED light fitting 1 x 4'- 20/22 w Each

11.3.2 LED light fitting 1 x 4'- 20/22 w Each Each 2 4 690.0 5520.00 8.00

13 5.6 Supply and fixing polished wood board made of not less than 15mm thick plank on both sides of not more than 2 pieces and fixing the same to the wall using tapered inverted wooden plugs screws.

14 1.9 Supplying PVC flexible conduit pipe. mm dia fixing on surface over inverted tapered wooden plugs orphill plugs or rawl plugs and clamped using heavy gauge saddle satan interval of 300mm using NF screws and on either end of the pipe terminated completely

Assistant Executive Engineer

PWD electric Sub Division, Belagavi

NAME OF WORK: CONSTRUCTION OF PWD SUB DIVISION OFFICE AT HUKKERI IN HUKKERI TALUKA OF BELAGAVI DISTRICT UNDER HOA 4059-80-051-0-29-386 DEPARTMENTAL BUILDINGS FOR THE FY 2025-26

SEPTIC TANK MEASUREMENT SHEET

Sl. No. Discription Unit Nos L B D Qnty Rate ADD 18% GST Amount

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

CSR 2023-24 Volume 1 Page No. 8 Item No. 1.14.1

2) Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates

CSR 2023-24 Volume 1 Page No. 15 Item No. 2.1.3 Issue Rate Dated 08.10.2025

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

CSR 2023-24 Volume 1 Page No. 16 Item No. 2.5.1 Issue Rate Dated 08.10.2025

Baffle wall 2 3.00 0.15 1.20 7.20

4 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) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge 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.

CSR 2023-24 Volume 2 Page No. 42 Item No. 8.9 Issue Rate Dated 08.10.2025

For Office 2 3.70 1.50 11.10

Baffle wall 2 2.70 1.20 6.48

For Ceiling 1 3.70 2.70 9.99

5 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 Engineerin-Charge.

CSR 2023-24 Volume 2 Page No. 43 Item No. 8.12

Quantity as Item no.4 35.67 17.835 6.5

At 0.5 kg per Bag 18.00

6 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.

CSR 2023-24 Volume 2 Page No. 43 Item No. 8.11

Quantity as Item no.4 35.67 10.701 6

7 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technicalspecifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

CSR 2023-24 Volume 1 Page No. 16 Item No. 2.5.1 Issue Rate Dated 08.10.2025

8) Formwark for RCC Roof Slab @ 50%

CSR 2023-24 Volume 1 Page No. 112 Item No. 15

9 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,All other type of structures

CSR 2023-24 Volume 1 Page No. 18 Item No. 2.11.a Issue Rate Dated 04.04.2026

From BBS Kg 540.45

1) Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m (P.W.D.S.R. 2023-24, Volume 1, Page No 5, Item no 1.4.1)

Area Weightage 242.00 0.05 254.10

2 Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (P.W.D.S.R. 2023-24, Volume 2, Page No 09, Item no 5.2)

Area Weightage 6618.00 0.05 6948.90

3 Providing ruled pointing to coursed stone masonry with lime mortar 1:3, 20mm deep, after raking joints to depth of 20mm nicely lining, including cost all materials, labour, usage charges of machinery, curing complete as per specification. (P.W.D.S.R. 2023-24, Volume 2, Page No 214, Item no 21.10)

Area Weightage 299.00 0.05 313.95

4 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technicalspecifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (P.W.D.S.R. 2023-24, Volume 1, Page No 16, Item no 2.5.1)

Area Weightage 6630.00 0.05 6961.50

5 Appendix I – Additionalities for Formwork, Centering & Scaffolding : Following additional percentage to be added to the finished rates of concrete of Buildings, Irrigation works, Water supply works, Roads & Bridges depending upon the type of structure. Formwark for Roof Slab @ 50% (P.W.D.S.R. 2023-24, Volume 1, Page No 111, Sl.no. 1)

Area Weightage 0.00 0.05 0.00

6 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 adjacentmembers 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) All other type of structures. (P.W.D.S.R. 2023-24, Volume 1, Page No 18, Item no 2.11h)

Area Weightage kg 79.01 0.05 82.96

Assistant Executive Engineer Executive Engineer

PWD Sub Division, Hukkeri PWD Division, Chikkodi

Box.no/vent B D Nos. Thickness

4.00 5.00 4.00 Top 1.00 0.500 No of outer wall 2

Side wall 2.00 0.500 No of inner wall 3.00

Steel density 7850.00 Middle wall 3.00 0.450

Bottom 1.00 0.600

Road width 9.00

NAME OF WORK: CONSTRUCTION OF PWD SUB DIVISION OFFICE AT HUKKERI IN HUKKERI TALUKA OF BELAGAVI DISTRICT UNDER HOA 4059-80-051-0-29-386 DEPARTMENTAL BUILDINGS FOR THE FY 2025-26 Haunch 0.011 Extra offset 0.50

STEEL QUANTITY Returns Clear Cover 0.05

MAIN DIST Total WT Top width 0.30

Sl.No Type Nos L B D Quantity No of sides DIA C/C LENGTH NO UNIT WT WT DIA C/C LENGTH NO UNIT WT WT Bottom width 0.50

1c Bottom slab Top Extra Bar 4 1 10 0.200 3.50 46.00 0.62 399.28 #REF! L B D

2 1d Bottom slab Bottom Extra Bar 3 1 10 0.200 3.45 46.00 0.62 295.18 #REF! Base slab 20 4.4 0.50

4d Top Slab Bottom Extra Bar 4 1 10 0.200 3.50 46.00 0.62 399.28 49514.43

Total Steel Quantity for Box Culvert 17511.58 0.00 Extra Steel 1.05

Total Steel Quantity for Box Culvert with 10% Extra for Lapping & Chairs 19262.74

Septic Tank Belove GL wall 20 0.40 1.50

3 Septic Shorter Wall-Outer Mesh 1 3.00 0.15 1.80 0.81 2 10 0.200 2.76 16.00 0.62 27.38 8 0.200 2.66 10.00 0.39 20.75 Base slab detail Shear key

Septic Shorter Wall-Inner Mesh 1 3.00 0.15 1.80 0.81 2 10 0.200 2.76 16.00 0.62 27.38 8 0.200 2.66 10.00 0.39 20.75 Base slab detail Shear key

4 Septic Longer Wall-Outer Mesh 1 4.00 0.15 1.80 1.08 2 10 0.200 2.76 21.00 0.62 35.94 8 0.200 2.66 10.00 0.39 20.75 Base slab detail Shear key

Septic Shorter Wall-Inner Mesh 1 4.00 0.15 1.80 1.08 2 10 0.200 2.76 21.00 0.62 35.94 8 0.200 2.66 10.00 0.39 20.75 Base slab detail Shear key

Septic Baffel Wall-Inner Mesh 1 3.00 0.15 1.80 0.81 2 10 0.200 2.76 16.00 0.62 27.38 8 0.200 2.66 10.00 0.39 20.75 Base slab detail Shear key

Total Steel Quantity for Return Wall 329.31 211.14

PROTECTION WALL 0.30

OTHER STRCTURAL WALLS

Total Steel Quantity for Other Wall 0.00 0.00 540.45

Total Steel Quantity 540.45 kg #REF!

Assistant Executive Engineer Executive Engineer

PWD Sub Division, Hukkeri PWD Division, Chikkodi

Estimated Qty Concrete 36.79 Steel 2940 Kg/cum

Diff qty -292.79 Diff qty -24757

In tonne -25 80.00

NAME OF WORK: CONSTRUCTION OF PWD SUB DIVISION OFFICE AT HUKKERI IN HUKKERI TALUKA OF BELAGAVI DISTRICT UNDER HOA 4059-80-051-0-29-386 DEPARTMENTAL BUILDINGS FOR THE FY 2025-26

SEPTIC TANK RATE ANALYSIS.

Sl. No. Description of Work Volume P.No I No Unit Basic Rate 23-24 Lift Charge 3%Area specific loading Final Rate 3% Issue Rate Issue Rate Dated

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 1 8 1.14.1 cum 102.00 - 3.06 105.06 CSR 2023-24 Volume 1 Page No. 8 Item No. 1.14.1 CSR 2023-24 Volume 1 Page No. 8 Item No. 1.14.1

2 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates 1 15 2.1.3 cum 5918.00 - 177.54 6095.54 CSR 2023-24 Volume 1 Page No. 15 Item No. 2.1.3 y 08.10.2025 CSR 2023-24 Volume 1 Page No. 15 Item No. 2.1.3 Issue Rate Dated 08.10.2025

3 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. 2 14 6.8 cum 7948.00 - 0.00 7948 CSR 2023-24 Volume 2 Page No. 14 Item No. 6.8 y 08.10.2025 CSR 2023-24 Volume 2 Page No. 14 Item No. 6.8 Issue Rate Dated 08.10.2025

3 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technicalspecifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 1 16 2.5.1 cum 6527.00 - 195.81 6722.81 CSR 2023-24 Volume 1 Page No. 16 Item No. 2.5.1 y 08.10.2025 CSR 2023-24 Volume 1 Page No. 16 Item No. 2.5.1 Issue Rate Dated 08.10.2025

4 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) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge 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. 2 42 8.9 sq.m 382.00 - 11.46 393.46 CSR 2023-24 Volume 2 Page No. 42 Item No. 8.9 y 08.10.2025 CSR 2023-24 Volume 2 Page No. 42 Item No. 8.9 Issue Rate Dated 08.10.2025

5 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 Engineerin-Charge. 2 43 8.12 kg 64.00 - 1.92 65.92 CSR 2023-24 Volume 2 Page No. 43 Item No. 8.12 CSR 2023-24 Volume 2 Page No. 43 Item No. 8.12

6) 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. 2 43 8.11 sq.m 57.00 - 1.71 58.71 CSR 2023-24 Volume 2 Page No. 43 Item No. 8.11 CSR 2023-24 Volume 2 Page No. 43 Item No. 8.11

7 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technicalspecifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 1 16 2.5.1 cum 6527.00 - 195.81 6722.81 CSR 2023-24 Volume 1 Page No. 16 Item No. 2.5.1 y 08.10.2025 CSR 2023-24 Volume 1 Page No. 16 Item No. 2.5.1 Issue Rate Dated 08.10.2025

8 Formwark for RCC Roof Slab @ 50% 1 112 15 cum 3263.50 - 97.91 3361.41 CSR 2023-24 Volume 1 Page No. 112 Item No. 15 CSR 2023-24 Volume 1 Page No. 112 Item No. 15

9 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,All other type of structures 1 18 2.11.a t 90464.00 - 2713.92 93177.92 CSR 2023-24 Volume 1 Page No. 18 Item No. 2.11.a y 04.04.2026 CSR 2023-24 Volume 1 Page No. 18 Item No. 2.11.a Issue Rate Dated 04.04.2026

1 Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m (P.W.D.S.R. 2023-24, Volume 1, Page No 5, Item no 1.4.1)

Basic Rate Rs. 242.00 /cum

Add 5 % area Weightage Rs. 12.10 /cum

Total Rate Rs. 254.10 /cum

Assistant Executive Engineer Executive Engineer

KNNL, GRBCC SUB. DIV. No. 4, Kerur KNNL, GRBCC DIV. No. 4, Chikodi

Approved for Rupees

Superintending Engineer,

KNNL, GRBC Circle, Hidkal Dam

2 Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (P.W.D.S.R. 2023-24, Volume 2, Page No 09, Item no 5.2)

Basic Rate Rs. 6618.00 /cum

Add 5 % area Weightage Rs. 330.90 /cum

Total Rate Rs. 6948.90 /cum

Assistant Executive Engineer Executive Engineer

KNNL, GRBCC SUB. DIV. No. 4, Kerur KNNL, GRBCC DIV. No. 4, Chikodi

Approved for Rupees

Superintending Engineer,

KNNL, GRBC Circle, Hidkal Dam

3 Providing ruled pointing to coursed stone masonry with lime mortar 1:3, 20mm deep, after raking joints to depth of 20mm nicely lining, including cost all materials, labour, usage charges of machinery, curing complete as per specification. (P.W.D.S.R. 2023-24, Volume 2, Page No 214, Item no 21.10)

Basic Rate Rs. 299.00 Sq.m

Add 5 % area Weightage Rs. 14.95 Sq.m

Total Rate Rs. 313.95 Sq.m

Assistant Executive Engineer Executive Engineer

KNNL, GRBCC SUB. DIV. No. 4, Kerur KNNL, GRBCC DIV. No. 4, Chikodi

Approved for Rupees

Superintending Engineer,

KNNL, GRBC Circle, Hidkal Dam

4 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technicalspecifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (P.W.D.S.R. 2023-24, Volume 1, Page No 16, Item no 2.5.1)

Basic Rate Rs. 6630.00 /cum

Add 5 % area Weightage Rs. 331.50 /cum

Total Rate Rs. 6961.50 /cum

Assistant Executive Engineer Executive Engineer

KNNL, GRBCC SUB. DIV. No. 4, Kerur KNNL, GRBCC DIV. No. 4, Chikodi

Approved for Rupees

Superintending Engineer,

KNNL, GRBC Circle, Hidkal Dam

5 Appendix I – Additionalities for Formwork, Centering & Scaffolding : Following additional percentage to be added to the finished rates of concrete of Buildings, Irrigation works, Water supply works, Roads & Bridges depending upon the type of structure. Formwark for Roof Slab @ 50% (P.W.D.S.R. 2023-24, Volume 1, Page No 111, Sl.no. 1)

Basic Rate Rs. 6630.00 /cum

Roof Slab 50% # Rs. 3315.00 /cum

Add 5 % area Weightage Rs. 165.75 /cum

Total Rate Rs. 3480.75 /cum

Assistant Executive Engineer Executive Engineer

KNNL, GRBCC SUB. DIV. No. 4, Kerur KNNL, GRBCC DIV. No. 4, Chikodi

Approved for Rupees

Superintending Engineer,

KNNL, GRBC Circle, Hidkal Dam

6 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 adjacentmembers 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) All other type of structures. (P.W.D.S.R. 2023-24, Volume 1, Page No 18, Item no 2.11h)

Basic Rate Rs. 79.011 /kg

Add 5 % area Weightage Rs. 3.95 /kg

Total Rate Rs. 82.96 /kg

Assistant Executive Engineer Executive Engineer

KNNL, GRBCC SUB. DIV. No. 4, Kerur KNNL, GRBCC DIV. No. 4, Chikodi

Approved for Rupees

Superintending Engineer,

KNNL, GRBC Circle, Hidkal Dam

Assistant Executive Engineer Executive Engineer

PWD Sub Division, Hukkeri PWD Division, Chikkodi

NAME OF WORK: CONSTRUCTION OF PWD SUB DIVISION OFFICE AT HUKKERI IN HUKKERI TALUKA OF BELAGAVI DISTRICT UNDER HOA 4059-80-051-0-29-386 DEPARTMENTAL BUILDINGS FOR THE FY 2025-26

SUMP TANK ABSTRACT & MEASUREMENT SHEET

SL NO DESCRIPTION UNIT NOS LENGTH BREADTH DEPTH QUANTITY RATE ADD 18% GST AMOUNT

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

CSR 2023-24 Volume 1 Page No. 8 Item No. 1.14.1

2 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

CSR 2023-24 Volume 1 Page No. 15 Item No. 2.1.3 Issue Rate Dated 08.10.2025

3 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.

CSR 2023-24 Volume 2 Page No. 14 Item No. 6.8 Issue Rate Dated 08.10.2025

3 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

CSR 2023-24 Volume 1 Page No. 16 Item No. 2.5.1 Issue Rate Dated 08.10.2025

4 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) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished rough with sponge 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.+ 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.

CSR 2023-24 Volume 2 Page No. 42 Item No. 8.9 Issue Rate Dated 08.10.2025

For Ceiling 1 3.20 3.54 11.33

5 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 Engineerin- Charge.

CSR 2023-24 Volume 2 Page No. 43 Item No. 8.12

Quantity as Item no.4 35.59

At 0.5 kg per Bag 18.00

6 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

CSR 2023-24 Volume 1 Page No. 16 Item No. 2.5.1 Issue Rate Dated 08.10.2025

For Office cum 1 3.50 4.00 0.15 2.10

Deduct Manhole -1 0.60 0.60 0.15 -0.05

7 Formwark for Roof of Building @ 50% (CSR 23-24 Volume 2 Page No 112 Item No. 15)

8 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,All other type of structures

CSR 2023-24 Volume 1 Page No. 18 Item No. 2.11.a Issue Rate Dated 04.04.2026

From BBS Kg 548.96

9 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.

CSR 2023-24 Volume 5 Page No. 221 Item No. 18.3

Roof Slab No's 4.00 4.00

Grand Total ₹136,643.30

Assistant Executive Engineer Executive Engineer

PWD Sub Division, Hukkeri PWD Division, Chikkodi

Box.no/vent B D Nos. Thickness

4.00 5.00 4.00 Top 1.00 0.500 No of outer wall 2

Side wall 2.00 0.500 No of inner wall 3.00

Steel density 7850.00 Middle wall 3.00 0.450

Bottom 1.00 0.600

Road width 9.00

NAME OF WORK: CONSTRUCTION OF PWD SUB DIVISION OFFICE AT HUKKERI IN HUKKERI TALUKA OF BELAGAVI DISTRICT UNDER HOA 4059-80-051-0-29-386 DEPARTMENTAL BUILDINGS FOR THE FY 2025-26 Haunch 0.011 Extra offset 0.50

STEEL QUANTITY Returns Clear Cover 0.05

MAIN DIST Total WT Top width 0.30

Sl.No Type Nos L B D Quantity No of sides DIA C/C LENGTH NO UNIT WT WT DIA C/C LENGTH NO UNIT WT WT Bottom width 0.50

1c Bottom slab Top Extra Bar 4 1 10 0.200 3.50 46.00 0.62 399.28 #REF! L B D

2 1d Bottom slab Bottom Extra Bar 3 1 10 0.200 3.45 46.00 0.62 295.18 #REF! Base slab 20 4.4 0.50

4d Top Slab Bottom Extra Bar 4 1 10 0.200 3.50 46.00 0.62 399.28 49497.93

Total Steel Quantity for Box Culvert 17511.58 0.00 Extra Steel 1.05

Total Steel Quantity for Box Culvert with 10% Extra for Lapping & Chairs 19262.74

Sump Tank Belove GL wall 20 0.40 1.50

3 Sump Shorter Wall-Outer Mesh 1 3.50 0.15 1.80 0.95 2 10 0.200 2.76 19.00 0.62 32.51 8 0.200 2.66 10.00 0.39 20.75 Base slab detail Shear key

Sump Shorter Wall-Inner Mesh 1 3.50 0.15 1.80 0.95 2 10 0.200 2.76 19.00 0.62 32.51 8 0.200 2.66 10.00 0.39 20.75 Base slab detail Shear key

4 Sump Longer Wall-Outer Mesh 1 4.00 0.15 1.80 1.08 2 10 0.200 2.76 21.00 0.62 35.94 8 0.200 2.66 10.00 0.39 20.75 Base slab detail Shear key

Sump Shorter Wall-Inner Mesh 1 4.00 0.15 1.80 1.08 2 10 0.200 2.76 21.00 0.62 35.94 8 0.200 2.66 10.00 0.39 20.75 Base slab detail Shear key

Total Steel Quantity for Return Wall 344.86 204.09

PROTECTION WALL 0.30

OTHER STRCTURAL WALLS

Total Steel Quantity for Other Wall 0.00 0.00 548.96

Total Steel Quantity 548.96 kg #REF!

Assistant Executive Engineer Executive Engineer

PWD Sub Division, Hukkeri PWD Division, Chikkodi

Estimated Qty Concrete 36.79 Steel 2940 Kg/cum

Diff qty -293.22 Diff qty -24740

In tonne -25 80.00

NAME OF WORK: CONSTRUCTION OF PWD SUB DIVISION OFFICE AT HUKKERI IN HUKKERI TALUKA OF BELAGAVI DISTRICT UNDER HOA 4059-80-051-0-29-386 DEPARTMENTAL BUILDINGS FOR THE FY 2025-26

SUMP TANK RATE ANALYSIS.

Sl. No. Description of Work Volume P.No I No Unit Basic Rate 23-24 Lift Charge 3%Area specific loading Final Rate 3% Issue Rate Issue Rate Dated

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 1 8 1.14.1 Cum 102.00 - 3.06 105.06 CSR 2023-24 Volume 1 Page No. 8 Item No. 1.14.1 CSR 2023-24 Volume 1 Page No. 8 Item No. 1.14.1

2 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 1 15 2.1.3 Cum 5918.00 - 177.54 6095.54 CSR 2023-24 Volume 1 Page No. 15 Item No. 2.1.3 y 08.10.2025 CSR 2023-24 Volume 1 Page No. 15 Item No. 2.1.3 Issue Rate Dated 08.10.2025

3 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. 2 14 6.8 Cum 7948.00 - 238.44 8186.44 CSR 2023-24 Volume 2 Page No. 14 Item No. 6.8 y 08.10.2025 CSR 2023-24 Volume 2 Page No. 14 Item No. 6.8 Issue Rate Dated 08.10.2025

3 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 1 16 2.5.1 Cum 6527.00 - 195.81 6722.81 CSR 2023-24 Volume 1 Page No. 16 Item No. 2.5.1 y 08.10.2025 CSR 2023-24 Volume 1 Page No. 16 Item No. 2.5.1 Issue Rate Dated 08.10.2025

4) 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) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished rough with sponge 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.+ 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. 2 42 8.9 Cum 382.00 - 11.46 393.46 CSR 2023-24 Volume 2 Page No. 42 Item No. 8.9 y 08.10.2025 CSR 2023-24 Volume 2 Page No. 42 Item No. 8.9 Issue Rate Dated 08.10.2025

5) 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 Engineerin- Charge. 2 43 8.12 kg 64.00 - 1.92 65.92 CSR 2023-24 Volume 2 Page No. 43 Item No. 8.12 CSR 2023-24 Volume 2 Page No. 43 Item No. 8.12

6) 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 1 16 2.5.1 Cum 6527.00 - 195.81 6722.81 CSR 2023-24 Volume 1 Page No. 16 Item No. 2.5.1 y 08.10.2025 CSR 2023-24 Volume 1 Page No. 16 Item No. 2.5.1 Issue Rate Dated 08.10.2025

7) Formwark for Roof of Building @ 50% 2 112 15 Cum 3263.50 - 97.91 3361.41 CSR 2023-24 Volume 2 Page No. 112 Item No. 15 CSR 2023-24 Volume 2 Page No. 112 Item No. 15

8) 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,All other type of structures 1 18 2.11.a t 90464.00 - 2713.92 93177.92 CSR 2023-24 Volume 1 Page No. 18 Item No. 2.11.a y 04.04.2026 CSR 2023-24 Volume 1 Page No. 18 Item No. 2.11.a Issue Rate Dated 04.04.2026

9 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. 5 221 18.3 each 1962.00 - 58.86 2020.86 CSR 2023-24 Volume 5 Page No. 221 Item No. 18.3 CSR 2023-24 Volume 5 Page No. 221 Item No. 18.3

Assistant Executive Engineer Executive Engineer

PWD Sub Division, Hukkeri PWD Division, Chikkodi

NAME OF WORK : CONSTRUCTION OF PRAJA SOUDHA - TALUK AADALITHA KENDRA AT YARAGATTI TALUK, BELAGAVI DISTRICT.

RAIN WATER HARVESTING PIT

Sl No. Volume No Pag No Item No SPECIFICATIONS UNIT No. L B D Qty Qty SR 23-24 Rate AW 3% Total AMOUNT

1 RDW&S -86 11.20.1 Supplying and erection of RCC rings of Well steining of 0.3Mtr depth using M20 grade concrete using clean graded granite or trap or jelly of approved quality 20mm and down size well compacted including centering ,formwork and plastering for both faces with C.M 1:3 proportion as per design using 6.50mm M.S Coil at the rate of10Kgs/ring including cost of steel and fabrication ,bailing out of water,errection etc.,complete For 1.80m dia (clear)rings of steining thickness 0.075mm upto 18M depth Each 2.00 1515.00 45.45 1560.45 3120.90

TOTAL Each 2.00

2 Vol 1 6 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 m³ 5.34 484.00 14.52 498.52 2664.36

3 Vol 1 7 1.9 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceed ing 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. m³ 2.96 266.00 7.98 273.98 809.77

4 Vol 1 15 2.1.3 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates m³ 0.17 5918.00 177.54 6095.54 1033.19

5 Vol 2 175 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. m³ 0.57 1002.00 30.06 1032.06 587.04

6 Vol 2 175 17.2 Supplying, filling, spreading &leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer in-charge. m³ 0.57 1186.00 35.58 1221.58 694.83

7 Vol 2 175 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. m³ 0.57 1192.00 35.76 1227.76 698.35

8 Vol 1 17 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. m³ 0.38 6227.00 186.81 6413.81 2462.52

Rain water harvesting Cover slab 1800mm Dia 1 0.79 3.24 0.15 0.38

8A Vol 1 112 15 Formwork, Centering & Scaffloding 50% For Roof Slab m³ 0.38 3113.50 93.41 3206.91 1218.62

9 Vol 1 18 2.11 (h) 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.All other type of structures t 0.04 80019.00 2400.57 82419.57 3296.78

Qty as cover slab 1 0.38 Kg/m³ 100.00 38.39

TOTAL RECHARGE PITS 6 16587.00 99522.00

NAME OF WORK: CONSTRUCTION OF PWD SUB DIVISION OFFICE AT HUKKERI IN HUKKERI TALUKA OF BELAGAVI DISTRICT UNDER HOA 4059-80-051-0-29-386 DEPARTMENTAL BUILDINGS FOR THE FY 2025-26

Rain water Harvesting

DETAILE ESTIMATE

SL NO DESCRIPTION LENGTH BREADTH DEPTH QUANTITY RATE GST 18% AMOUNT

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

CSR 2023-24 Volume 1 Page No. 8 Item No. 1.14.1

For RWH Soak Pit

excavation 1 x 2.50 x 2.50 x 4.00 = 25.00

2 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.

CSR 2023-24 Volume 2 Page No. 175 Item No. 17.1

For RWH Soak Pit

3 Supplying, filling, spreading &leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.

CSR 2023-24 Volume 2 Page No. 175 Item No. 17.2

4 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.

CSR 2023-24 Volume 2 Page No. 175 Item No. 17.3

5 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For:PVC pipes 50mm dia., 6 kg/sqcm & class 5

CSR 2023-24 Volume 5 Page No. 113 Item No. 10.1.3

Downtake pipe 8 X 12.0 = 96.00

Connection pipe 2 X 60.00 = 120.00

Total ₹55,102.17

Assistant Executive Engineer Executive Engineer

PWD Sub Division, Hukkeri PWD Division, Chikkodi

GOVT OF KARNATAKA

NAME OF WORK: CONSTRUCTION OF MOULANA AZAD ENGLISH MEDIUM SCHOOL IN SY. NO. 250/A AT HUKKERI, HUKKERI TALUKA OF BELAGAVI DISTRICT

Rain water Harvesting

DETAILE ESTIMATE

SL NO DESCRIPTION LENGTH BREADTH DEPTH QUANTITY RATE GST 18% AMOUNT

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(Volume 1 Page No 8 Item no 1.12)

For RWH Soak Pit

excavation 2 x 3.00 x 3.00 x 4.00 = 72.00

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. (Volume 2 Page No. 175 Item No. 17.1)

For RWH Soak Pit

2 Supplying, filling, spreading &leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.(Volume 2 Page No. 175 Item No. 17.2)

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 Page No. 175Item No. 17.3)

4 Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor ( Volume 5 Page no 134 Item No. M010G)

Downtake pipe 9 X 12.0 = 108.00

Connection pipe 2 X 60.00 = 120.00

Assistant Executive Engineer Executive Engineer

KNNL, GRBCC SUB. DIV. No. 4, Kerur KNNL, GRBCC DIV. No. 4, Chikodi

NAME OF WORK: CONSTRUCTION OF PWD SUB DIVISION OFFICE AT HUKKERI IN HUKKERI TALUKA OF BELAGAVI DISTRICT UNDER HOA 4059-80-051-0-29-386 DEPARTMENTAL BUILDINGS FOR THE FY 2025-26

Rain Water Harvesting RATE ANALYSIS.

Sl. No. Description of Work Volume P.No I No Unit Basic Rate 23-24 Lift Charge 3%Area specific loading Final Rate 3% Issue Rate Issue Rate Dated

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 1 8 1.14.1 Cum 102.00 - 3.06 105.06 CSR 2023-24 Volume 1 Page No. 8 Item No. 1.14.1 CSR 2023-24 Volume 1 Page No. 8 Item No. 1.14.1

2 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. 2 175 17.1 Cum 1002.00 - 30.06 1032.06 CSR 2023-24 Volume 2 Page No. 175 Item No. 17.1 CSR 2023-24 Volume 2 Page No. 175 Item No. 17.1

3 Supplying, filling, spreading &leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 2 175 17.2 Cum 1186.00 - 35.58 1221.58 CSR 2023-24 Volume 2 Page No. 175 Item No. 17.2 CSR 2023-24 Volume 2 Page No. 175 Item No. 17.2

4 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. 2 175 17.3 Cum 1192.00 - 35.76 1227.76 CSR 2023-24 Volume 2 Page No. 175 Item No. 17.3 CSR 2023-24 Volume 2 Page No. 175 Item No. 17.3

5 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For:PVC pipes 50mm dia., 6 kg/sqcm & class 5 5 113 10.1.3 m 101.00 - 3.03 104.03 CSR 2023-24 Volume 5 Page No. 113 Item No. 10.1.3 CSR 2023-24 Volume 5 Page No. 113 Item No. 10.1.3

5) 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 Engineerin- Charge. 2 43 8.12 kg 64.00 - 1.92 65.92 CSR 2023-24 Volume 2 Page No. 43 Item No. 8.12 CSR 2023-24 Volume 2 Page No. 43 Item No. 8.12

6) 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 1 16 2.5.1 Cum 6527.00 - 195.81 6722.81 CSR 2023-24 Volume 1 Page No. 16 Item No. 2.5.1 y 08.10.2025 CSR 2023-24 Volume 1 Page No. 16 Item No. 2.5.1 Issue Rate Dated 08.10.2025

7) Formwark for Roof of Building @ 50% 2 112 15 Cum 3263.50 - 97.91 3361.41 CSR 2023-24 Volume 2 Page No. 112 Item No. 15 CSR 2023-24 Volume 2 Page No. 112 Item No. 15

8) 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,All other type of structures 1 18 2.11h t 80019.00 - 2400.57 82419.57 CSR 2023-24 Volume 1 Page No. 18 Item No. 2.11h y 04.04.2026 CSR 2023-24 Volume 1 Page No. 18 Item No. 2.11h Issue Rate Dated 04.04.2026

9 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. 5 221 18.3 each 1962.00 - 58.86 2020.86 CSR 2023-24 Volume 5 Page No. 221 Item No. 18.3 CSR 2023-24 Volume 5 Page No. 221 Item No. 18.3

Assistant Executive Engineer Executive Engineer

PWD Sub Division, Hukkeri PWD Division, Chikkodi

NAME OF WORK: CONSTRUCTION OF PWD SUB DIVISION OFFICE AT HUKKERI IN HUKKERI TALUKA OF BELAGAVI DISTRICT UNDER HOA 4059-80-051-0-29-386 DEPARTMENTAL BUILDINGS FOR THE FY 2025-26

ABSTRACT DEMOLISHING & DISMANTLING MEASUREMENT SHEET

SL NO DESCRIPTION UNIT NOS LENGTH BREADTH DEPTH QUANTITY RATE AMOUNT

1 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge.

CSR 2023-24 Volume 2 Page No. 187 Item No. 19.3

2 Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer in-charge.In cement mortar

CSR 2023-24 Volume 2 Page No. 187 Item No. 19.9.2

Vertical Wall m³ 2 11.50 0.45 3.60 37.26

Horizontal Wall m³ 2 14.56 0.45 3.60 47.17

3 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking to the appropriate disposal area as per direction of Engineer-in-charge.Of area 3 m² and below

CSR 2023-24 Volume 2 Page No. 188 Item No. 19.12.1

For Windows m2 5 1.00 1.80 9.00

For Ventilators m2 8 0.90 0.90 6.48

4 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking to the appropriate disposal area as per direction of Engineer-in-charge.Of area beyond 3 m²

CSR 2023-24 Volume 2 Page No. 188 Item No. 19.12.2

For Shutter m2 1 3.20 3.40 10.88

Grand Total : ₹218,933.11

Assistant Executive Engineer Executive Engineer

PWD Sub Division, Hukkeri PWD Division, Chikkodi

NAME OF WORK: CONSTRUCTION OF PWD SUB DIVISION OFFICE AT HUKKERI IN HUKKERI TALUKA OF BELAGAVI DISTRICT UNDER HOA 4059-80-051-0-29-386 DEPARTMENTAL BUILDINGS FOR THE FY 2025-26

RATE ANALYSIS CSR 2023-24

Sl. No. Volume Page No. Item No. Description of Work Unit Basic Rate 23-24 Lift/Saffolding Charge 3% Area specific loading Final Rate 3%

1 2 3 4 5 6 7 7 8 9 Issue Rate Issue Rate Dated

1 2 187 19.9.2 Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer in-charge.In cement mortar m³ 1684.00 50.52 1734.52 CSR 2023-24 Volume 2 Page No. 187 Item No. 19.9.2 CSR 2023-24 Volume 2 Page No. 187 Item No. 19.9.2

2 2 187 19.3 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. m³ 2426.00 72.78 2498.78 CSR 2023-24 Volume 2 Page No. 187 Item No. 19.3 CSR 2023-24 Volume 2 Page No. 187 Item No. 19.3

3 2 188 19.12.1 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking to the appropriate disposal area as per direction of Engineer-in-charge.Of area 3 m² and below m2 240.00 7.20 247.20 4.4 CSR 2023-24 Volume 2 Page No. 188 Item No. 19.12.1 CSR 2023-24 Volume 2 Page No. 188 Item No. 19.12.1

4 2 188 19.12.2 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking to the appropriate disposal area as per direction of Engineer-in-charge.Of area beyond 3 m² m2 262.00 7.86 269.86 CSR 2023-24 Volume 2 Page No. 188 Item No. 19.12.2 CSR 2023-24 Volume 2 Page No. 188 Item No. 19.12.2

5 1 16 2.4.3 Providing and laying in position Cement Concrete for all Sub structures ofbuilding, 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 aggregatess. m³ 6227.00 4358.90 317.58 10903.48 CSR 2023-24 Volume 1 Page No. 16 Item No. 2.4.3 Y 08.10.2025 CSR 2023-24 Volume 1 Page No. 16 Item No. 2.4.3 Issue Rate Dated 08.10.2025

6 2 9 5.2 Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) m3 6594.00 197.82 6791.82 CSR 2023-24 Volume 2 Page No. 9 Item No. 5.2 Y 08.10.2025 CSR 2023-24 Volume 2 Page No. 9 Item No. 5.2 Issue Rate Dated 08.10.2025

7 2 44 8.19.1 Providing ruled pointing to cursed stone masonry with lime mortar 1:3, 20mm deep, after raking joints to depth of 20mm nicely lining, including cost all materials, labour, usage charges of achinery, curing complete as pre specification. m2 255.00 7.65 262.65 CSR 2023-24 Volume 2 Page No. 44 Item No. 8.19.1 N CSR 2023-24 Volume 2 Page No. 44 Item No. 8.19.1

8 1 16 2.4.3 Providing and laying in position Cement Concrete for all Sub structures ofbuilding, 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 aggregatess(Volume 1 Page No 16-Item No 2.4.3) m³ 6227.00 3113.50 280.21 9620.72 CSR 2023-24 Volume 1 Page No. 16 Item No. 2.4.3 Y 08.10.2025 CSR 2023-24 Volume 1 Page No. 16 Item No. 2.4.3 Issue Rate Dated 08.10.2025

9 1 16 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m³ 6734.00 4713.80 343.43 11791.23 CSR 2023-24 Volume 1 Page No. 16 Item No. 2.5.2 Y 08.10.2025 CSR 2023-24 Volume 1 Page No. 16 Item No. 2.5.2 Issue Rate Dated 08.10.2025

10 1 16 2.5.1 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m³ 6527.00 3916.20 313.30 10756.50 CSR 2023-24 Volume 1 Page No. 16 Item No. 2.5.1 Y 08.10.2025 CSR 2023-24 Volume 1 Page No. 16 Item No. 2.5.1 Issue Rate Dated 08.10.2025

11 1 16 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m³ 6734.00 3367.00 303.03 10404.03 CSR 2023-24 Volume 1 Page No. 16 Item No. 2.5.2 N CSR 2023-24 Volume 1 Page No. 16 Item No. 2.5.2

12 1 7 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. m3 266.00 7.98 273.98 CSR 2023-24 Volume 1 Page No. 7 Item No. 1.9 N CSR 2023-24 Volume 1 Page No. 7 Item No. 1.9

13 1 7 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. m3 474.00 14.22 488.22 CSR 2023-24 Volume 1 Page No. 7 Item No. 1.8 N CSR 2023-24 Volume 1 Page No. 7 Item No. 1.8

14 2 5 4.1 Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier underand around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along theexternal 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. m2 118.00 3.54 121.54 CSR 2023-24 Volume 2 Page No. 5 Item No. 4.1 N CSR 2023-24 Volume 2 Page No. 5 Item No. 4.1

15 2 14 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. m3 7948.00 238.44 8186.44 CSR 2023-24 Volume 2 Page No. 14 Item No. 6.8 Y 08.10.2025 CSR 2023-24 Volume 2 Page No. 14 Item No. 6.8 Issue Rate Dated 08.10.2025

16 2 14 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 1:3 (1 cement :3 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. m2 1029.00 30.87 1059.87 CSR 2023-24 Volume 2 Page No. 14 Item No. 6.15 Y 08.10.2025 CSR 2023-24 Volume 2 Page No. 14 Item No. 6.15 Issue Rate Dated 08.10.2025

17 1 16 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 m3 6527.00 2937.15 283.92 9748.07 CSR 2023-24 Volume 1 Page No. 16 Item No. 2.5.1 Y 08.10.2025 CSR 2023-24 Volume 1 Page No. 16 Item No. 2.5.1 Issue Rate Dated 08.10.2025

18 2 99 12.11 Providing Honne 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. m3 138074.00 4142.22 142216.22 CSR 2023-24 Volume 2 Page No. 99 Item No. 12.11 N CSR 2023-24 Volume 2 Page No. 99 Item No. 12.11

19 2 99 12.13.1 Providing Salwood 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. m3 98815.00 2964.45 101779.45 CSR 2023-24 Volume 2 Page No. 99 Item No. 12.13.1 N CSR 2023-24 Volume 2 Page No. 99 Item No. 12.13.1

20 2 108 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 42x50 mm PVC Extruded section m 239.00 7.17 246.17 CSR 2023-24 Volume 2 Page No. 108 Item No. 12.83.2 N CSR 2023-24 Volume 2 Page No. 108 Item No. 12.83.2

21 2 100 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 ) m2 7444.00 223.32 7667.32 CSR 2023-24 Volume 2 Page No. 100 Item No. 12.15 N CSR 2023-24 Volume 2 Page No. 100 Item No. 12.15

22 2 101 12.27 Providing and fixing in position fully panelled shutters of Honne wood for windows with stiles and rails of 30mm thick, 75mm wide in two halves with panels of 20mm thick including cost of materials, labour charges,usage charges complete as per specifications. (excluding cost of fixtures) m2 6700.00 201.00 6901.00 CSR 2023-24 Volume 2 Page No. 101 Item No. 12.27 N CSR 2023-24 Volume 2 Page No. 101 Item No. 12.27

23 2 111 12.94 Providing and fixing factory made Green certified, Anti Termite, UV resistant, high water absorbant single extruded WPC (Wood PolymerComposite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) having minimum density of 650 kg/m3 and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength of 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws The cost includes cost of materials, transportation, labour and fixing charges.(Cost of Fixtures to be paid separately) 30 mm thickness m2 3485.00 104.55 3589.55 CSR 2023-24 Volume 2 Page No. 111 Item No. 12.94 N CSR 2023-24 Volume 2 Page No. 111 Item No. 12.94

24 2 86 11.34B 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 openings /wooden frames with rawl plugs screws etc. kg 183.00 5.49 188.49 CSR 2023-24 Volume 2 Page No. 86 Item No. 11.34B N CSR 2023-24 Volume 2 Page No. 86 Item No. 11.34B

25 2 110 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). m2 6734.00 202.02 6936.02 CSR 2023-24 Volume 2 Page No. 110 Item No. 12.9 N CSR 2023-24 Volume 2 Page No. 110 Item No. 12.9

26 2 110 12.85 Providing & fixing of louvered ventilator 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 with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass.Wall thickness of frame shall be 2mm.Maximum possible size – 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made). m2 5719.00 171.57 5890.57 CSR 2023-24 Volume 2 Page No. 110 Item No. 12.85 N CSR 2023-24 Volume 2 Page No. 110 Item No. 12.85

27 2 77 11.3 Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer including cost of materials ,labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. m2 8276.00 248.28 8524.28 CSR 2023-24 Volume 2 Page No. 77 Item No. 11.3 N CSR 2023-24 Volume 2 Page No. 77 Item No. 11.3

28 2 85 11.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts,bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Kg 565.00 16.95 581.95 CSR 2023-24 Volume 2 Page No. 85 Item No. 11.28 N CSR 2023-24 Volume 2 Page No. 85 Item No. 11.28 `

29 2 A-30 623 Polymerized plaster reinforced with glass fibre mesh m2 317.00 9.51 326.51 CSR 2023-24 Volume 2 Page No. A-30 Item No. 623 N CSR 2023-24 Volume 2 Page No. A-30 Item No. 623

30 2 44 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. m2 1238.00 37.14 1275.14 CSR 2023-24 Volume 2 Page No. 44 Item No. 8.16.a N 08.10.2025 CSR 2023-24 Volume 2 Page No. 44 Item No. 8.16.a

31 2 41 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. m2 253.00 7.59 260.59 CSR 2023-24 Volume 2 Page No. 41 Item No. 8.1.1 Y 08.10.2025 CSR 2023-24 Volume 2 Page No. 41 Item No. 8.1.1 Issue Rate Dated 08.10.2025

32 2 50 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. m2 100.00 3.00 103.00 CSR 2023-24 Volume 2 Page No. 50 Item No. 8.51 N CSR 2023-24 Volume 2 Page No. 50 Item No. 8.51

33 2 42 8.9 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) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished rough with sponge 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.+ 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. m2 382.00 11.46 393.46 CSR 2023-24 Volume 2 Page No. 42 Item No. 8.9 Y 08.10.2025 CSR 2023-24 Volume 2 Page No. 42 Item No. 8.9 Issue Rate Dated 08.10.2025

34 2 43 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 Engineerin- Charge. Kg 64.00 1.92 65.92 CSR 2023-24 Volume 2 Page No. 43 Item No. 8.12 N CSR 2023-24 Volume 2 Page No. 43 Item No. 8.12

35 1 18 2.11.a 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 t 90464.00 2713.92 93177.92 CSR 2023-24 Volume 1 Page No. 18 Item No. 2.11.a Y 04.04.2026 CSR 2023-24 Volume 1 Page No. 18 Item No. 2.11.a Issue Rate Dated 04.04.2026

36 2 62 9.21.2 Providing and laying Vitrified tiles with thickness 9-10 mm in floor with different sizes 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 Size of Tile 600x600 mm m2 1238.00 37.14 1275.14 CSR 2023-24 Volume 2 Page No. 62 Item No. 9.21.2 N CSR 2023-24 Volume 2 Page No. 62 Item No. 9.21.2

37 2 62 9.20.2 Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge. m2 209.00 6.27 215.27 CSR 2023-24 Volume 2 Page No. 62 Item No. 9.20.2 N CSR 2023-24 Volume 2 Page No. 62 Item No. 9.20.2

38 2 63 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.( Volume 2 Page No 63 Item No 9.24)** Polished Granite stone slab Black, Cherry Red, Brown, Cat Eye,River Pink or equivalent. m2 2848.00 85.44 2933.44 CSR 2023-24 Volume 2 Page No. 63 Item No. 9.24 Y 08.10.2025 CSR 2023-24 Volume 2 Page No. 63 Item No. 9.24 Issue Rate Dated 08.10.2025

39 2 60 9.9 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 colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick 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 pigment etc., complete. m2 1072.00 32.16 1104.16 CSR 2023-24 Volume 2 Page No. 60 Item No. 9.9 Y 08.10.2025 CSR 2023-24 Volume 2 Page No. 60 Item No. 9.9 Issue Rate Dated 08.10.2025

40 2 64 9.3 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. m2 5326.00 159.78 5485.78 CSR 2023-24 Volume 2 Page No. 64 Item No. 9.3 Y 08.10.2025 CSR 2023-24 Volume 2 Page No. 64 Item No. 9.3 Issue Rate Dated 08.10.2025

41 2 65 9.39 Providing skirting, dadooing, rises of steps with colour 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. ( Volume 1 Page No 65 Item No 9.39) m2 1446.00 43.38 1489.38 CSR 2023-24 Volume 2 Page No. 65 Item No. 9.39 Y 08.10.2025 CSR 2023-24 Volume 2 Page No. 65 Item No. 9.39 Issue Rate Dated 08.10.2025

42 2 46 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 L/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. (The gloss should be 50% @ 60 degree angle with 10 years life) m2 158.00 4.74 162.74 CSR 2023-24 Volume 2 Page No. 46 Item No. 8.33.1 N CSR 2023-24 Volume 2 Page No. 46 Item No. 8.33.1

43 2 46 8.3 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paintof 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. m2 174.00 5.22 179.22 CSR 2023-24 Volume 2 Page No. 46 Item No. 8.3 N CSR 2023-24 Volume 2 Page No. 46 Item No. 8.3

44 2 47 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. m2 53.00 1.59 54.59 CSR 2023-24 Volume 2 Page No. 47 Item No. 8.34.1 N CSR 2023-24 Volume 2 Page No. 47 Item No. 8.34.1

45 2 46 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @0.75 ltr/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. m2 138.00 4.14 142.14 CSR 2023-24 Volume 2 Page No. 46 Item No. 8.33.2 N CSR 2023-24 Volume 2 Page No. 46 Item No. 8.33.2

46 2 47 8.33.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. m2 139.00 4.17 143.17 CSR 2023-24 Volume 2 Page No. 47 Item No. 8.33.3 N CSR 2023-24 Volume 2 Page No. 47 Item No. 8.33.3

47 2 31 7.5 Providing & Fixing of Mineral Fibre Suspended Ceiling System in the module size of 600x600x19mm with Exposed grid for Hospitals, Shopping malls, Commercial establishments and office complexes.The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance 87%, Thermal Conductivity k = 0.052 - 0.057 w/m K, NRC -0.7,Colour White, Fire Performance UK A2 S1, dO, with Anti Microbial coating on the face of the tile, suitable for zone 4 area according to NF S 90-35:2003 with cleanroom class of ISO 5 (Class 100), Decontamination Class of CP1Oand Bacteriological Cleanliness Class B1 for specific strains and reduction in colony size. Washability properties of 500 wash cycles as per ASTM D-4828 and suitable for Green Building application with Recycled content of 37%. The tile shall be laid on 24mm 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 15 kg/m2 & pull out strength of minimum 100 kg The T Sections should have a Galvanizing of 90 grams per m2 and need to be installed with suspension system of approved make. m2 2242.00 67.26 2309.26 CSR 2023-24 Volume 2 Page No. 31 Item No. 7.5 N CSR 2023-24 Volume 2 Page No. 31 Item No. 7.5

48 2 104 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.( Volume 2 Page No 104 Item No 12.51) Nos. 1015.00 30.45 1045.45 CSR 2023-24 Volume 2 Page No. 104 Item No. 12.51 Y 08.10.2025 CSR 2023-24 Volume 2 Page No. 104 Item No. 12.51 Issue Rate Dated 08.10.2025

49 Providing and fixing following fixtures to doors and windows. CSR 2023-24 Volume Page No. Item No. N CSR 2023-24 Volume Page No. Item No.

50 2 176 20.34.1 Providing and fixing chromium plated brass butt hinges with necessary chromium plated brass screws etc. complete. 125x70x4 mm (ordinary type) Each 170.00 5.10 175.10 CSR 2023-24 Volume 2 Page No. 176 Item No. 20.34.1 N CSR 2023-24 Volume 2 Page No. 176 Item No. 20.34.1

51 2 A-25 Si.no. 444 Providing and fixing Hold fasts M.S. for doors etc complete Each 40.00 1.20 41.20 CSR 2023-24 Volume 2 Page No. A-25 Item No. Si.no. 444 N CSR 2023-24 Volume 2 Page No. A-25 Item No. Si.no. 444

52 2 108 12.73.1 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125mm Each 44.00 1.32 45.32 CSR 2023-24 Volume 2 Page No. 108 Item No. 12.73.1 N CSR 2023-24 Volume 2 Page No. 108 Item No. 12.73.1

53 2 107 12.6 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. Each 1052.00 31.56 1083.56 CSR 2023-24 Volume 2 Page No. 107 Item No. 12.6 N CSR 2023-24 Volume 2 Page No. 107 Item No. 12.6

54 2 107 12.63 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic 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 130.00 3.90 133.90 CSR 2023-24 Volume 2 Page No. 107 Item No. 12.63 N CSR 2023-24 Volume 2 Page No. 107 Item No. 12.63

55 2 105 12.58 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. Nos 120.00 3.60 123.60 CSR 2023-24 Volume 2 Page No. 105 Item No. 12.58 N CSR 2023-24 Volume 2 Page No. 105 Item No. 12.58

Assistant Executive Engineer Executive Engineer

PWD Sub Division, Hukkeri PWD Division, Chikkodi

NAME OF WORK: CONSTRUCTION OF PWD SUB DIVISION OFFICE AT HUKKERI IN HUKKERI TALUKA OF BELAGAVI DISTRICT UNDER HOA 4059-80-051-0-29-386 DEPARTMENTAL BUILDINGS FOR THE FY 2025-26

CALCULATION OF STEEL QTY.

Description Dia of Bar Nos. of Cols., Beams etc. Nos. of Bars Length of Bar in Mt. Weight of Bar per mt. length in Kgs Total Steel in Kgs.

For Ground Floor

Column footings

Boys Toilet Mains 12mm Dia 4 13 1.75 0.89 80.89

Boys Toilet Dist. 10mm Dia 4 13 1.75 0.62 56.17

Girls Toilet Mains 12mm Dia 4 13 1.75 0.89 80.89

Girls Toilet Dist. 10mm Dia 4 13 1.75 0.62 56.17

Boys Toilet 12mm Dia 6 4 4.80 0.89 102.40

stirrups 8mm Dia @150c/c. 6 30 1.36 0.40 96.71

Girls Toilet 12mm Dia 6 4 4.80 0.89 102.40

stirrups 8mm Dia @150c/c. 6 30 1.36 0.40 96.71

For Boys Toilet

stirrups 8mm Dia @150c/c. 3 32 1.36 0.40 51.58

stirrups 8mm Dia @150c/c. 2 26 1.36 0.40 27.94

stirrups 8mm Dia @150c/c. 2 24 1.36 0.40 25.79

For Girls Toilet

stirrups 8mm Dia @150c/c. 3 30 1.36 0.40 48.36

stirrups 8mm Dia @150c/c. 4 20 1.36 0.40 42.98

stirrups 8mm Dia @150c/c. 8 21 1.00 0.39 65.52

stirrups 8mm Dia @150c/c. 7 16 0.9 0.39 39.31

stirrups 8mm Dia @150c/c. 4 13 0.9 0.39 18.25

Ramp Beam Bott. 12mm dia 1 2 7.00 0.89 12.46

stirrups 8mm Dia @150c/c. 1 35 0.7 0.39 9.56

Extra top at support On col. 10mm dia 14 2 3.0 0.62 52.08

Boys Toilet Bott. 10mm dia 4 2 24.14 0.62 119.21

stirrups 8mm Dia @150c/c. 4 162 0.60 0.40 153.60

Girls Toilet Bott. 10mm dia 4 2 24.14 0.62 119.21

stirrups 8mm Dia @150c/c. 4 162 0.60 0.40 153.60

Corridor 10mm dia 0 100 1.10 0.62 0.00

Staircase Pardi 10mm dia 0 65 1.10 0.62 0.00

First Flight Bott. 12mm Dia @90c/c. 0 18 7.50 0.89 0.00

Second Flight Bott. 12mm Dia @90c/c. 0 18 4.80 0.62 0.00

Landing Beam Bott. 16mm dia 0 3 3.50 1.58 0.00

stirrups 8mm Dia @150c/c. 0 21 1.30 0.39 0.00

For Boys Toilet

stirrups 8mm Dia @150c/c. 3 32 1.36 0.40 51.58

stirrups 8mm Dia @150c/c. 2 26 1.36 0.40 27.94

stirrups 8mm Dia @150c/c. 2 24 1.36 0.40 25.79

For Girls Toilet

stirrups 8mm Dia @150c/c. 3 30 1.36 0.40 48.36

stirrups 8mm Dia @150c/c. 4 20 1.36 0.40 42.98

Boys Toilet (S1) Mains 10mm Dia @150c/c. 1 50 3.73 0.62 115.12

Boys Toilet (S2) Mains 10mm Dia @150c/c. 1 50 3.37 0.62 104.01

Girls Toilet (S1) Mains 10mm Dia @150c/c. 2 50 2.78 0.62 171.60

Total Steel Qty. for Ground Floor 3850.74

NAME OF WORK: CONSTRUCTION OF PWD SUB DIVISION OFFICE AT HUKKERI IN HUKKERI TALUKA OF BELAGAVI DISTRICT UNDER HOA 4059-80-051-0-29-386 DEPARTMENTAL BUILDINGS FOR THE FY 2025-26

FIRST FLOOR ABSTRACT & MEASUREMENT SHEET

SL NO DESCRIPTION UNIT NOS LENGTH BREADTH DEPTH QUANTITY RATE AMOUNT

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

Column Upto First Floor Slab (3.20-0.15=3.05m)

2 Formwark for Columns @ 70% (volume 1 page no. 115 / Sl No. 8)

Quantity Vide Sl No.10

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

WC Short wall 1 3.53 0.23 0.08 0.06

m³ Sub Total 1.06

WC Short wall 1 3.53 0.230 0.20 0.16

m³ Sub Total 2.55

Waist Slab First Flight 1 2.67 0.95 0.175 0.44

Steps First Flight 0.5 9 0.95 0.30 0.150 0.38

Waist Slab Second Flight 1 2.67 0.95 0.175 0.44

Steps Second Flight 0.5 9 0.95 0.30 0.150 0.38

Staircase Landing Beam 1 1.91 0.23 0.380 0.16

m³ Sub Total 2.05

Horizontal beam 7 11.06 0.23 0.45 8.01

Vertical beam-1 3 24.53 0.23 0.45 7.61

Vertical beam-2 1 16.33 0.23 0.45 1.69

m³ Sub Total 17.31

Quantity Vide Sl No.12

5 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) 2.5.1 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Volume 1 Page No 17-Item No 2.5.1)

For First Floor Slab 1 11.06 24.53 0.15 40.69

Deduct Staircase -1 3.50 2.40 0.15 -1.26

m³ Sub Total 39.43

Quantity Vide Sl No.14

7 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.(Volume 2 Page No 14 Item No. 6.8)

WC Short wall 1 3.53 0.23 2.50 2.02

m3 Sub Total 30.17

Deductions for openings

Quantity after deductions m3 Total Qty 23.41

8 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 1:3 (1 cement :3 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. ( Volume 2 Page No 14 Item No 6.15)

WC Long wall 2 0.97 2.45 4.75

m2 Sub Total 4.75

Deductions for openings

Quantity after deductions m2 Total Qty 3.18

9 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 andall 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 (Volume 1 Page No 17-Item No 2.5.1)

Chajja Concrete

10 Formwark for Chejjas, Canopy & Other Architectural projections of minor sections @ 45% (volume 1 page no. 116 / Sl No. 20)

Quantity Vide Sl No.23

11 Providing Honne 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.

12 KSRB 9.5-2 : Providing and fixing in position fully panelled Honne wood shutters for doors, with styles and rails of 40mm. thick with bottom and lock raiIs 180mm wide top rail and styles 1OOmm wide as per drawing and panels of 25mm thick including cost of materials, labour, HOM complete as per specifications. (excluding cost of fixtures)Specification No. KBS 9.34.(Page No 53 Item No 12.15)

13 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 30mm. 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 )( Volume 2 Page No 101 Item No12.20)

14 Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and 15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the stiles & rails with PVC Designer 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 3nos of 75mm Aluminium hinges.12.55.1 -do- with both side prelam.(Volume 2 Page No 104-Item No 12.55.1)

15 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 openings /wooden frames with rawl plugs screws etc.(Volume 2 Page No 85 Item No 11.34B)

Kgs Total 517.20

16 Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm(Volume 2 Page No 77 Item No 11.3)

17 Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC (Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 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 50mm width x 42mmheight with reinforcement of 1mm thickness and Sash with overall size of 31mm X 57mm with Gi reinforcement of 1mm for the frame and 1.5 mm for the sash. Coextruded Glazing bead for fixing of glass shall be of size 21.5mm x 9.5 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 1.8+-0.2 mm. Maximum possible size – 1519mm x 1519mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)(Volume 2 Page No 108 Item No 12.86)

18 Providing & fixing of louvered ventilator 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 with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass.Wall thickness of frame shall be 2mm.Maximum possible size – 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made). (Volume 2 Page No 109 Item No 12.85)

19 Providing and fixing tiled false ceiling of specified materials of size 595x595mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 g/m2, both side inclusive) consisting of main ""T"" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross ""T"" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main ""T"" at 600 mm center to center to form a grid of 1200x600 mm and secondary cross ""T"" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main ""T"" runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GIadjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T- sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge GI Metal Ceiling Lay in perforated Tegular edge global white color tiles of size 595x595 mm and 0.5 mm thick with 8 mm drop; made of GI sheet having galvanizing of 100 gms/m2 (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC (Noise Reduction Coefficient ) of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation, and backed with a black Glass fiber acoustical fleece. (Volume 2 Page No 27 Item No 740.2)

Hall back portion 1 1 9.66 16.00 154.56

Hall front portion 1 1 8.20 6.00 49.20

20 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts,bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.(Volume 2 Page No 85 Item No 11.28)

Ent Steps 4.15m x 1.00m kg/m

Hand Rail 50mm dia 14 Guage 1 4.30 2.54 10.90

Vertical Pipe 1.2m c/c 50mm dia 14 Guage 5 1.00 2.54 12.68

Horizontal Pipe 25mm dia 14 Guage 5 4.15 1.21 25.19

Staircase Both Flight 2.70m x 1.00m

Hand Rail 50mm dia 14 Guage 2 1 2.70 2.54 6.84

Vertical Pipe 1.2m c/c 50mm dia 14 Guage 2 4 1.00 2.54 10.14

Horizontal Pipe 25mm dia 14 Guage 2 5 2.70 1.21 16.38

21 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. (Volume 2 Page No 41 Item No. 8.1.1)

M Bedroom 0 3.20 2.60 0.00

Horizontal beam 5 11.06 0.45 0.45 11.19

Vertical beam-1 2 24.53 0.45 0.45 9.93

Vertical beam-2 1 16.33 0.45 0.45 3.30

Waist Slab First Flight 0 2.67 0.90 0.00

Waist Slab Second Flight 0 2.67 0.90 0.00

m2 Total 469.43

Deductions for openings

m2 Total Qty 446.42

Quantity after deductions m2 446.42 270.30 ₹120,667.33

22 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. (Volume 2 Page No 50 Item No 8.51)

Inside Plaster m2 446.42

Deduct Dado Qty m2 -8.40

23 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) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished rough with sponge 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.(Volume 2 Page No 42 Item No 8.9)(outside)

Outside Plaster

m2 Total 219.59

Deductions for openings

Quantity after deductions m2 Total Qty 200.04

24 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 Engineerin- Charge.(Volume 2 Page No 43 Item No 8.12)

Quantity Vide Sl No.36

At 0.5 kg per Bag say 72bags 100.02

25 Chicken Mesh (Volume 2 Page No A-18 Sl No 203)

26 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 ( Volume 1 Page No 18 Item No 2.11.a) kg/sqft

As per Statement 1 77.95 33.00 4 10289.40

Add 4% Extra Lath Plaster 411.58

27 Providing and laying Vitrified tiles with thickness 9-10 mm in floor with different sizes 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 Size of Tile 600x600 mm

Hall back portion 1 1 9.66 16.00 154.56

Hall front portion 1 1 8.20 6.00 49.20

M Bedroom 0 3.20 2.60 0.00

Hall front portion 1 1 8.20 6.00 49.20

28 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab Black, Cherry Red, Brown, Cat Eye, River Pink or equivalent.(Volume 2 Page No 63 Item No 9.24)

Entrance Lobby 1 2.50 3.83 9.57

Entrance Lobby 1 18.79 0.15 2.81

29 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. ( Volume 2 Page No 60 Item No 9.11)

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.( Volume 2 Page No 64 Item No 9.30)

31 Providing skirting, dadooing, rises of steps with colour 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. ( Volume 2 Page No 65 Item No. 9.39)

32 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /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.(Volume 2 Page No. 48 Item No 8.33.1)

As Per Wall Putty Qty m2 Total 438.02

33 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/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.(Volume 2 Page No. 46 Item No 8.30)

As Per Outside Plaster Qty m2 Total 200.04

34 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.(Volume 2 Page 47 Item No 8.34.1)

35 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @0.75 ltr/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge..( Volume 2 Page No 48 Item No 8.33.2)

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

37 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.(Volume 2 Page No 104 Item No 12.51)

38 Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.18.2)For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in m2.(i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25-0.28) and U value of 3.0 to 3.3 W/ m2 degree K etc. The properties of performance glass shall be decided bytechnical sanctioning authority as per the site requirement..( Volume 2 Page No 183 Item No18.3)

Front Glass 1 1 13.06 3.20 41.79

39 Providing and fixing following fixtures to doors and windows.

a Providing and fixing chromium plated brass butt hinges with necessary chromium plated brass screws etc. complete. 125x70x4 mm (ordinary type)(Volume 2 Page No 176 Item No. 20.34.1)

b Providing and fixing Hold fasts M.S. for doors etc complete (Material Components P.No A-27 Sl.No 285 )

c Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125mm (Volume 2 Page No 108 Item No. 12.73.1 )

d 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. (Volume 2 Page No 107 Item No. 12.60 )

e Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete (Volume 2 Page No 107 Item No. 12.63)

f Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. (Volume 2 Page No 107 Item No. 12.58) stoper

Ground Floor Nos. 0 1.00 0.00 0.00 ₹0.00

Grand Total : ₹3,869,986.79

NAME OF WORK: CONSTRUCTION OF PWD SUB DIVISION OFFICE AT HUKKERI IN HUKKERI TALUKA OF BELAGAVI DISTRICT UNDER HOA 4059-80-051-0-29-386 DEPARTMENTAL BUILDINGS FOR THE FY 2025-26

FIRST FLOOR RATE ANALYSIS CSR 2023-24

Sl. No. Description of Work Volume P.No / I No Unit Basic Rate 23-24 Lift Charge 5%Area specific loading Final Rate 5%

1 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 1 16 / 2.5.1 m³ 6630.00 66.30 331.50 7027.80

2 Formwark for Columns @ 70% (volume 1 page no. 111 / Sl No. 9) 1 111 / Sl No.9 4641.00 46.41 232.05 4919.46

3 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 1 16 / 2.5.1 m³ 6630.00 66.30 331.50 7027.80

4 Formwark for Beams & Lintels of Building @ 60% (volume 1 page no. 111 / Sl No. 14 ) 1 111 / Sl No.14 3978.00 39.78 198.90 4216.68

5 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) 2.5.1 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 1 17 / 2.5.1 m³ 6630.00 66.30 331.50 7027.80

6 Formwark for Roof Slab of Building @ 50% (volume 1 page no. 111 / Sl No. 15 ) 1 111 / Sl No.15 3315.00 33.15 165.75 3513.90

7 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. 2 14 / 6.8 m3 7969.00 79.69 398.45 8447.14

8 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 1:3 (1 cement :3 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. 2 14 / 6.15 m2 1033.00 10.33 51.65 1094.98

9 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 1 16 / 2.5.1 m3 6630.00 66.30 331.50 7027.80

10 Formwark for Chejjas, Canopy & Other Architectural projections of minor sections @ 45% (volume 1 page no. 111 / Sl No. 19) 1 116 / Sl No. 19 2983.50 29.84 149.18 3162.51

11 Providing Honne 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. 2 99 / 12.13.1 m3 98815.00 988.15 4940.75 104743.90

12 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 ) 2 100 / 12.15 m2 7444.00 74.44 372.20 7890.64

13 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 30mm. 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 ) 2 100/ 12.20 m2 6150.00 61.50 307.50 6519.00

14 Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and 15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the stiles & rails with PVC Designer 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 3nos of 75mm Aluminium hinges. 12.55.1 -do- with both side prelam 2 106 / 12.55.1 m2 2366.00 23.66 118.30 2507.96

15 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 openings /wooden frames with rawl plugs screws etc. 2 86 / 11.34B kg 183.00 1.83 9.15 193.98

16 Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm 2 77 / 11.3 m2 8276.00 82.76 248.28 8607.04

17 Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC (Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 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 50mm width x 42mmheight with reinforcement of 1mm thickness and Sash with overall size of 31mm X 57mm with Gi reinforcement of 1mm for the frame and 1.5 mm for the sash. Coextruded Glazing bead for fixing of glass shall be of size 21.5mm x 9.5 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 1.8+-0.2 mm. Maximum possible size – 1519mm x 1519mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)(Volume 2 Page No 108 Item No 12.86) 2 108 / 12.86 m2 5390.00 53.90 269.50 5713.40

18 Providing & fixing of louvered ventilator 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 with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass.Wall thickness of frame shall be 2mm.Maximum possible size – 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made). 2 110 / 12.85 m2 5719.00 57.19 285.95 6062.14

19 Providing and fixing tiled false ceiling of specified materials of size 595x595mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 g/m2, both side inclusive) consisting of main ""T"" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross ""T"" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main ""T"" at 600 mm center to center to form a grid of 1200x600 mm and secondary cross ""T"" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main ""T"" runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GIadjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T- sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge GI Metal Ceiling Lay in perforated Tegular edge global white color tiles of size 595x595 mm and 0.5 mm thick with 8 mm drop; made of GI sheet having galvanizing of 100 gms/m2 (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC (Noise Reduction Coefficient ) of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation, and backed with a black Glass fiber acoustical fleece. (Volume 2 Page No 27 Item No 740.2) 2 27 / 7.40.2 m2 1710.00 17.10 85.50 1812.60

20 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts,bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. 2 85 / 11.28 Kg 565.00 5.65 28.25 598.90

21 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. 2 41 / 8.1.1 m2 255.00 2.55 12.75 270.30

22 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. 2 50 / 8.51 m2 100.00 1.00 5.00 106.00

23 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) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished rough with sponge 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.+ 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. 2 42 / 8.9 m2 385.00 3.85 19.25 408.10

24 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 Engineerin- Charge.(Volume 2 Page No 43 Item No 8.12) 2 43 / 8.12 Kg 64.00 0.64 3.20 67.84

25 Chicken Mesh (Volume 2 Page No A-18 Item No 203) 2 A-18 / Sl. No. 203 m2 12.00 0.12 0.60 12.72

26 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 1 18 / 2.11.a t 89457.00 894.57 4472.85 94824.42 376000

27 Providing and laying Vitrified tiles with thickness 9-10 mm in floor with different sizes 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 Size of Tile 600x600 mm 2 61 / 9.17.2 m2 1238.00 12.38 61.90 1312.28

28 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cherry Red, Brown, Cat Eye, River Pink or equivalent. 2 63 / 9.24 m2 2852.00 28.52 142.60 3023.12

29 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. 2 60 / 9.11 m2 889.00 8.89 44.45 942.34

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. 2 64 / 9.30 m2 5328.00 53.28 266.40 5647.68

31 Providing skirting, dadooing, rises of steps with colour 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. 2 65 / 9.39 m2 1446.00 14.46 72.30 1532.76

32 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /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.(Volume 2 Page No. 48 Item No 8.33.1) 2 46 / 8.33.1 m2 158.00 1.58 7.90 167.48

33 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paintof 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. 2 46 / 8.30 m2 174.00 1.74 8.70 184.44

34 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. 2 47 / 8.34.1 m2 53.00 0.53 2.65 56.18

35 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @0.75 ltr/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 2 46 / 8.33.2 m2 138.00 1.38 6.90 146.28

36 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 2 47 / 8.33.3 m2 139.00 1.39 6.95 147.34

37 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. 2 104 / 12.51 Nos. 1016.00 10.16 50.80 1076.96

38 Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.18.2)For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in m2.(i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25-0.28) and U value of 3.0 to 3.3 W/ m2 degree K etc. The properties of performance glass shall be decided bytechnical sanctioning authority as per the site requirement..( Volume 2 Page No 183 Item No18.3) 2 183 / 18.3 Sqm 3043.00 30.43 152.15 3225.58

39 Providing and fixing following fixtures to doors and windows. 0.00 0.00 0.00

a Providing and fixing chromium plated brass butt hinges with necessary chromium plated brass screws etc. complete. 125x70x4 mm (ordinary type) 2 176 / 20.34.1 Each 170.00 1.70 8.50 180.20

b Providing and fixing Hold fasts M.S. for doors etc complete 2 A-25/ Si.no. 444 Each 40.00 0.40 2.00 42.40

c Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125mm 2 108/12.73.1 Each 44.00 0.44 2.20 46.64

d 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. 2 107/12.60 Each 1052.00 10.52 52.60 1115.12

e Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete 2 107/12.63 Nos 130.00 1.30 6.50 137.80

NAME OF WORK: CONSTRUCTION OF PWD SUB DIVISION OFFICE AT HUKKERI IN HUKKERI TALUKA OF BELAGAVI DISTRICT UNDER HOA 4059-80-051-0-29-386 DEPARTMENTAL BUILDINGS FOR THE FY 2025-26

SECOND FLOOR ABSTRACT & MEASUREMENT SHEET

SL NO DESCRIPTION UNIT NOS LENGTH BREADTH DEPTH QUANTITY RATE AMOUNT

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

Column Upto First Floor Slab (3.20-0.15=3.05m)

2 Formwark for Columns @ 70% (volume 1 page no. 115 / Sl No. 8)

Quantity Vide Sl No.10

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

Living Long Wall 1 5.87 0.23 0.10 0.13

Living Long Wall 1 5.87 0.10 0.10 0.05

Living Short Wall 1 2.95 0.23 0.10 0.06

Living Short Wall 1 2.95 0.10 0.10 0.02

Living Balcony Long Wall 2 1.50 0.23 0.10 0.06

Kit/Din Short Wall 1 2.15 0.23 0.10 0.04

Kit/Din Short Wall 1 2.15 0.10 0.10 0.02

Kit/Din Utility Long Wall 1 1.50 0.23 0.10 0.03

Hand Wash Long Wall 1 0.55 0.10 0.10 0.01

Hand Wash Short Wall 1 0.90 0.10 0.10 0.01

Bed Room Long Wall 1 2.00 0.10 0.10 0.02

Bed Room Long Wall 1 3.27 0.23 0.10 0.07

Bed Room Short Wall 1 2.85 0.23 0.10 0.06

Bed Room Short Wall 1 2.85 0.10 0.10 0.02

Bed Room Balcony Short Wall 2 1.30 0.10 0.10 0.02

M Bed Room Long Wall 1 3.00 0.10 0.10 0.03

M Bed Room Long Wall 1 3.00 0.23 0.10 0.06

M Bed Room Balcony Short Wall 1 1.30 0.23 0.10 0.02

M Bed Room Toilet Long Wall 1 1.40 0.23 0.10 0.03

M Bed Room Toilet Short Wall 1 1.55 0.10 0.10 0.01

M Bed Room Toilet Short Wall 1 2.25 0.10 0.10 0.02

C Toilet Long Wall 1 1.97 0.23 0.10 0.04

C Toilet Short Wall 2 1.20 0.10 0.10 0.02

Living Long Wall 1 5.87 0.23 0.10 0.13

Living Long Wall 1 4.57 0.10 0.10 0.04

Living Short Wall 1 2.95 0.23 0.10 0.06

Living Sit-Out Long Wall 2 1.40 0.23 0.10 0.06

Duct Long Wall 1 1.20 0.23 0.10 0.02

Kitchen Short Wall 1 2.51 0.10 0.10 0.02

Kitchen Short Wall 1 1.38 0.10 0.10 0.01

Utility Short Wall 1 0.90 0.23 0.10 0.02

Bed Room Long Wall 1 2.44 0.10 0.10 0.02

Bed Room Long Wall 1 3.04 0.10 0.10 0.03

Bed Room Short Wall 1 3.11 0.23 0.10 0.07

Bed Room Short Wall 1 3.11 0.10 0.10 0.03

Bed Room Balcony Short Wall 1 1.30 0.10 0.10 0.01

M Bed Room Long Wall 1 3.00 0.10 0.10 0.03

M Bed Room Long Wall 1 3.00 0.23 0.10 0.06

M Bed Room Toilet Long Wall 1 1.20 0.23 0.10 0.02

M Bed Room Toilet Short Wall 1 2.85 0.10 0.10 0.02

C Toilet Long Wall 1 2.10 0.10 0.10 0.02

C Toilet Short Wall 1 1.15 0.10 0.10 0.01

C Toilet Short Wall 1 1.15 0.23 0.10 0.02

Living Long Wall 1 4.92 0.23 0.10 0.11

Living Long Wall 1 4.17 0.10 0.10 0.04

Living Short Wall 1 2.96 0.23 0.10 0.06

Living Balcony Long Wall 2 1.50 0.23 0.10 0.06

Kit/Din Short Wall 1 2.28 0.10 0.10 0.02

Kit/Din Short Wall 1 2.28 0.10 0.10 0.02

Kit/Din Utility Long Wall 1 1.50 0.23 0.10 0.03

Hand Wash Long Wall 1 0.90 0.10 0.10 0.01

Hand Wash Short Wall 1 1.19 0.10 0.10 0.01

Bed Room Long Wall 1 2.50 0.10 0.10 0.02

Bed Room Long Wall 1 3.27 0.23 0.10 0.07

Bed Room Short Wall 1 2.82 0.23 0.10 0.06

Bed Room Short Wall 1 2.82 0.10 0.10 0.02

Bed Room Balcony Short Wall 2 1.50 0.10 0.10 0.03

M Bed Room Long Wall 1 3.87 0.10 0.10 0.03

M Bed Room Long Wall 1 3.87 0.23 0.10 0.08

M Bed Room Short Wall 1 2.82 0.10 0.10 0.02

M Bed Room Toilet Long Wall 1 1.20 0.10 0.10 0.01

M Bed Room Toilet Short Wall 1 2.43 0.10 0.10 0.02

C Toilet Long Wall 1 2.15 0.10 0.10 0.02

C Toilet Short Wall 2 1.19 0.10 0.10 0.02

Duct Long Wall 1 1.07 0.10 0.10 0.01

Duct Long Wall 1 1.30 0.23 0.10 0.02

Duct Short Wall 2 1.40 0.23 0.10 0.06

Living Long Wall 1 4.82 0.23 0.10 0.11

Living Long Wall 1 4.42 0.10 0.10 0.04

Living Short Wall 1 2.96 0.23 0.10 0.06

Living Sit-Out Long Wall 1 1.40 0.23 0.10 0.03

Kit/Din Short Wall 1 2.67 0.10 0.10 0.02

Kit/Din Utility Short Wall 1 1.00 0.23 0.10 0.02

C Toilet Long Wall 1 2.10 0.10 0.10 0.02

C Toilet Long Wall 1 1.50 0.10 0.10 0.01

C Toilet Short Wall 1 1.20 0.23 0.10 0.02

C Toilet Short Wall 1 1.20 0.10 0.10 0.01

Bed Room Long Wall 1 2.54 0.10 0.10 0.02

Bed Room Long Wall 1 3.04 0.23 0.10 0.06

Bed Room Balcony Short Wall 2 1.60 0.10 0.10 0.03

M Bed Room Long Wall 1 3.00 0.10 0.10 0.03

M Bed Room Long Wall 1 2.63 0.10 0.10 0.02

M Bed Room Short Wall 1 2.80 0.10 0.10 0.02

M Bed Room Short Wall 1 2.30 0.10 0.10 0.02

M Bed Room Sit-Out Long Wall 2 1.40 0.23 0.10 0.06

M Bed Room Toilet Long Wall 1 2.83 0.10 0.10 0.02

M Bed Room Toilet Long Wall 1 1.03 0.10 0.10 0.01

M Bed Room Toilet Short Wall 1 1.40 0.10 0.10 0.01

M Bed Room Toilet Short Wall 1 1.40 0.23 0.10 0.03

Lift Long Wall 1 1.70 0.23 0.10 0.03

Lift Long Wall 1 2.30 0.10 0.10 0.02

Lift Short Wall 2 1.50 0.10 0.10 0.03

m³ Sub Total 3.15

Living Long Wall 1 5.87 0.23 0.20 0.27

Living Long Wall 1 5.87 0.10 0.20 0.11

Living Short Wall 1 2.95 0.23 0.20 0.13

Living Short Wall 1 2.95 0.10 0.20 0.05

Living Balcony Long Wall 2 1.50 0.23 0.20 0.13

Kit/Din Short Wall 1 2.15 0.23 0.20 0.09

Kit/Din Short Wall 1 2.15 0.10 0.20 0.04

Kit/Din Utility Long Wall 1 1.50 0.23 0.20 0.06

Hand Wash Long Wall 1 0.55 0.10 0.20 0.01

Hand Wash Short Wall 1 0.90 0.10 0.20 0.02

Bed Room Long Wall 1 2.00 0.10 0.20 0.04

Bed Room Long Wall 1 3.27 0.23 0.20 0.15

Bed Room Short Wall 1 2.85 0.23 0.20 0.13

Bed Room Short Wall 1 2.85 0.10 0.20 0.05

Bed Room Balcony Short Wall 2 1.30 0.10 0.20 0.05

M Bed Room Long Wall 1 3.00 0.10 0.20 0.06

M Bed Room Long Wall 1 3.00 0.23 0.20 0.13

M Bed Room Balcony Short Wall 1 1.30 0.23 0.20 0.05

M Bed Room Toilet Long Wall 1 1.40 0.23 0.20 0.06

M Bed Room Toilet Short Wall 1 1.55 0.10 0.20 0.03

M Bed Room Toilet Short Wall 1 2.25 0.10 0.20 0.04

C Toilet Long Wall 1 1.97 0.23 0.20 0.09

C Toilet Short Wall 2 1.20 0.10 0.20 0.04

Living Long Wall 1 5.87 0.23 0.20 0.27

Living Long Wall 1 4.57 0.10 0.20 0.09

Living Short Wall 1 2.95 0.23 0.20 0.13

Living Sit-Out Long Wall 2 1.40 0.23 0.20 0.12

Duct Long Wall 1 1.20 0.23 0.20 0.05

Kitchen Short Wall 1 2.51 0.10 0.20 0.05

Kitchen Short Wall 1 1.38 0.10 0.20 0.02

Utility Short Wall 1 0.90 0.23 0.20 0.04

Bed Room Long Wall 1 2.44 0.10 0.20 0.04

Bed Room Long Wall 1 3.04 0.10 0.20 0.06

Bed Room Short Wall 1 3.11 0.23 0.20 0.14

Bed Room Short Wall 1 3.11 0.10 0.20 0.06

Bed Room Balcony Short Wall 1 1.30 0.10 0.20 0.02

M Bed Room Long Wall 1 3.00 0.10 0.20 0.06

M Bed Room Long Wall 1 3.00 0.23 0.20 0.13