Construction of Multi Storied Building and Renovation to Govt Sardar High School at College Compus in Belagavi Assembly North Consistuency HOA 4059 Dept Builds for 2025-26.

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

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

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

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

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

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

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

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

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

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

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

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

FORMAT FOR WORK DONE CERTIFICATE TO BE OBTAINED FROM COMPETENT AUTHORITY

has executed/ is executing(strike off which ever is not applicable) the work of .............................................

in this Organisation. The details of the work is as under:

1 Name of the Project :

2 Name of the Work :

3 Contract Amount :

4 Date of signing the Agreement :

5 Date of handing over of the Site :

6 Progress * : 2020

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

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

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Reinforced Cement Concrete Physical in cum :

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Brick Masonry Physical in Cum :

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Steel Physical is Qtl :

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Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2021

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

Earth work excavation Physical in cum :

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Plain Cement Concrete Physical in Cum :

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Reinforced Cement Concrete Physical in cum :

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Brick Masonry Physical in Cum :

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Steel Physical is Qtl :

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Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2022

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

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2023

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

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2024

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

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2025

January February March

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

7 Stipulated Period of Completion (including monsoon)

8 Prescribed Date of completion

9 Actual Date of Completion/ Probable Date of Completion

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

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

12 Penalty if any imposed :

13 Any other information :

* Monthwise progress shall be furnished seperately.

Date: (Authorised Signatory)

Address for correspondence:

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

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

Names of Works Item of Work Names of Employers 2020 Remarks (Indicate contract reference)

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

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

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

Information on works which are yet to be completed.

(EXISTING COMMITMENTS AND ON-GOING WORKS)

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

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

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

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

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

Attach letters of Acceptance received.

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

Information of the works for which Tenderer has submitted Tender.

Project Name Name & Address of the Employer Name of Work Amount put to Tender in Rs lac. Specified period of completion (including/excluding Monsoon Prescribed last date of submission of tender Probable date of decision on the Tender Remarks if any.

List of Machineries Required

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

No. Capacity Number/Capacity Age/ Condition

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

BANKER’S CERTIFICATE

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

Name of the Bank, Senior Bank Manger

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

Information on litigation in which the Tenderer is involved:

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

ಕೆಲಸದ ಹೆಸರು- ಬೆಳಗಾವಿ ಉತ್ತರ ವಿಧಾನಸಭೆ ಮತಕ್ಷೇತ್ರದ ವ್ಯಾಪ್ತಿಯಲ್ಲಿ ಬರುವ ಸರ್ಕಾರಿ ಸರ್ದಾರ ಹೈಸ್ಕೂಲ್ ಮತ್ತು ಕಾಲೇಜು ಆವರಣದಲ್ಲಿ ಬಹುಮಹಡಿ ಕಟ್ಟಡ ನಿರ್ಮಾಣ ಹಾಗೂ ನವೀಕರಣ ಮಾಡುವದು .

Sl No. Item Code Description UNIT QTY RATE AMOUNT

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

Part-III P No.1 IT No. 1.2.1 19/20 mm dia 2 mm thick

Ground Floor 440

First Floor 350

Second Floor 350

Third Floor 350

Part-III P No.1 IT No. 1.2.2 25 mm dia 2 mm thick

Ground Floor 350

First Floor 280

Second Floor 220

Third Floor 220

2 Part-III P No.1 IT No. 1.3 Supplying heavy gauge PVCConduit 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 upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary.

Part-III P No.1 IT No. 1.3.1 19/20 mm dia 2 mm thick

Ground Floor 210

First Floor 170

Second Floor 150

Part-III P No.1 IT No. 1.3.2 25 mm dia 2 mm thick

Ground Floor 230

First Floor 180

Second Floor 150

Third Floor 150

3 Part-III P No.4 IT No. 1.13 Supplying And Fixing Metal Fan Box with Round Hook.

Ground Floor 26

Second Floor 25

Point wiring using Copper wire without switch.

4 2.2 Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet.

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

Ground Floor 19

Second Floor 18

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

Ground Floor 41

Second Floor 41

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

Ground Floor 43

Second Floor 33

Part-III P No.5 IT No. 2.2.4 Two outlet in a row, above 3Mtr upto 6Mtr from tapping point to out let via switches

Ground Floor Point 3 677.00 2031.00

5 2.3 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:2010

Part-III P No.5 IT No. 2.3.2 1.5 mm2

Ground Floor 450

First Floor 450

Second Floor 350

Third Floor 350

Part-III P No.5 IT No. 2.3.3 2.5 mm2

Ground Floor 850

First Floor 850

Second Floor 680

Third Floor 680

Part-III P No.5 IT No. 2.3.4 4 mm2

Ground Floor 380

First Floor 410

Second Floor 420

Third Floor 430

Part-III P No.5 IT No. 2.3.5 6 mm2

Ground Floor 350

First Floor 450

6 3.4 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall

Part-III P No.8 IT No. 3.4.2 3 Way

Ground Floor 12

Second Floor 12

Part-III P No.8 IT No. 3.3.3 4-5 Way

Part-III P No.8 IT No. 3.4.4 6 Way

Part-III P No.8 IT No. 3.3.5 8 Way

Part-III P No.8 IT No. 3.4.6 10-12 Way

Ground Floor 15

Second Floor 17

7 3.5 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box.

Part-III P No.8 IT No. 3.5.2 3 Module

Ground Floor 12

Second Floor 12

Part-III P No.8 IT No. 3.5.3 4 Module

Part-III P No.8 IT No. 3.5.4 6 Module

Part-III P No.8 IT No. 3.5.5 8 Module

Part-III P No.8 IT No. 3.5.6 10-12 Module

Ground Floor 15

Second Floor 17

8 3.6 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.

Part-III P No.9 IT No. 3.6.1 6A One Way Switch

Ground Floor 124

First Floor 126

Second Floor 104

Third Floor 104

Part-III P No.9 IT No. 3.6.2 6A Two Way Switch

Part-III P No.9 IT No. 3.6.3 6A Three Way socket

Ground Floor 37

Second Floor 22

Part-III P No.9 IT No. 3.6.4 Stepped Fan Regulator Two Module

Ground Floor 26

Second Floor 25

Part-III P No.9 IT No. 3.6.8 6A Bell Push

Principal chamber Each 2 177.00 354.00

Part-III P No.9 IT No. 3.6.9 32A DP Switch

Part-III P No.9 IT No. 3.6.10 6/16A Universal Socket

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

Part-III P No.9 IT No. 3.6.12 RJ45/I.O Outlet Cat-6

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

Part-III P No.17 IT No.5.18.1 6-32 A SP

Ground Floor 22

Second Floor 12

Part-III P No.17 IT No.5.18.4 6-32 A DP

Part-III P No.18 IT No.5.18.9 50-63 A TPN

10 5.19 Supplying and fixing regular MCB distribution boards on wall/ood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase/3 phase/single door with powder coated painting Made out of 14 SWG MS enclosure.

II - Double Door

Part-III P No.18 IT No.5.19.11 4 Way TP & N

11 Part-III P No.30 IT No.6.1 Supplying exhaust fan of 1440 RPM of 300 mm (12") size with bracket blades complete for light duty suitable to operate on 230V 50Hz, AC Supply.

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

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

Ground Floor 26

Second Floor 25

13 Part-III P No.43 IT No. 11.1 Supplying & fixing - flexible LED Strip Light ..... W Power consumption in 5 ms length CCT6500 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 non integrated, 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 with 2 years Warranty against any manufacturing defect working under standard electrical condition.

Ground Floor Pricipal room 15

14 Part-III P No.43 IT No.11.3 Supplying of .....feet -PVC Batten with integrated LED tube .... W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI > 80. Power Input: 220-240V@ 50/60Hz & Power factor >0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition.

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

Ground Floor 36

Second Floor 47

15 PaPart-III P No.44 IT No. 11.6 Supplying of recess mounting non integral type ........ LED w luminaire comprising of pressure decast/extruded aluminium housing, with spring loaded false ceiling clamps, Power LEDs with CCT 6500 degree K, CRI> 70%. efficacy > 100 lumen per W, 120degree beam spread, life> 25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 & LM 80. The lamp compartment is enclosed with anti glare opal diffuser which enhances the lighting level LEDs are driven by HF electronic driver integrated in a separate control gear assembly., with PF > 0.95, power loss should< 5% of lamp Wage., short circuit & open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to 275 V. BIS Approved and Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition.

Part-III P No.44 IT No. 11.6.1 LED modular down light 1'x1' 18W

Part-III P No.45 IT No. 11.6.4 LED modular down light 2'x2' 40-42W

Ground Floor 11

16 Part-III P No.47 IT No. 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.

Part-III P No.47 IT No. 11.11.4 9W, 6500K

17 Part-III P No.16 IT No.5.15 Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuitwith adjustable thermal magnetic release, Micro processor release shall have Earth Fault as per IS/IEC 60947-2 . (Icu=100% lcs). In 4P MCCB, all Poles should have protection for Short-Cicrcuit/Over Load. For Microprocessor MCCBS Facility for segregating Priority and Non-Priority loads must be available in the MCCB. MCCB shall be provided with double insulation (insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open). Multi-pole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism.

Part-III P No.17 IT No.5.15.9 100 A 25 kA Each 2 8487.00 16974.00

Part-III P No.17 IT No.5.15.11 FOUR Pole 160 A 25 kA Each 1 13447.00 13447.00

18 Part-III P No.17 IT No.5.16 Supplying and fixing of Shunt trip suitable for MCCB.CBCT Each 1 1703.00 1703.00

19 Part-III P No.15 IT No.5.11 Supplying of on load change over switches 4 poles, AC-23A Duty, 415V, 50Hz, AC Supply. (Open Execution)

Part-III P No.15 IT No.5.11.3 125 A Each 1 10326.00 10326.00

19 Part-III P No.18 IT No.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

20 Part-III P No.19 IT No.5.31 Supplying and fixing Electronic Trivector Meter (ETV) suitable for operation LT operation and -CT operated meter in polycarbonate body in class 0.5 accuracy as per IS 14697 and completely wired. Each 1 4390.00 4390.00

21 Part-III P No.19 IT No.5.33 Supplying of multi function digital meter with three line back light LCD type display for voltage, Current, frequency, Power, power factor, kVA, kWH, kVAR suitable for 3 phase, 4 wire LT network with IP 54 degree of protection and completely wired as required with communication Port and Class 0.5s accuracy Each 1 9315.00 9315.00

22 Part-III P No.19 IT No.5.34 Supplying, fixing and wiring 50/5 to 400/5A 5VA burden Current Transformer Class 0.5 accuracy with Tape Wound. Each 6 562.00 3372.00

23 Part-III P No.19 IT No.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

24 Part-III P No.20 IT No.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

Part-III P No.20 IT No.5.40.1 100 A 4 x 30 x 6 mm Aluminium Strips m 2 2465.00 4930.00

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

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

Part-III P No.20 IT No.5.42.1 14 SWG cm2 250000 0.50 125000.00

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

28 Part-III P No.54 IT No.12.58 GI/Copper strips for grounding connections, using necessary fixing materials as required.

29 Part-III P No.54 IT No.12.58.2 GI/Copper strips 25 x 3 mm GI strip

Ground Floor 20

Second Floor 15

30 Part-III P No.55 IT No. 12.58.11 600 x 600 x 3 mm Copper plate Each 2 7421.00 14842.00

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

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

Principal chamber Each 2 246.00 492.00

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

33 13.7 Fixing all types and all capacities of fluorescent /false ceiling / spot light / CFL / LED fittings indoor on the wall/ ceiling / rafters / girders using 23/0.0076" twin twisted PVC insulated wires, required Nos of round blocks and clamps.

Part-III P No.56 IT No.13.7.1 On wall/ ceiling / Rafter / Girders

Ground Floor 53

Second Floor 53

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

Ground Floor 26

Second Floor 25

35 Part-III P No.45 IT No. 11.8 Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, maximum light intensity should be between 60 degrees to 70 degrees. CCT > 5500K, IP66 optical and electrical compartment & impact resistance of complete luminaire > IK08. Power Factor >0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with ........W System Power consumption. LED Efficiency>1301m/w, nominal CRI >75. Luminaire manufacturer should have in-house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008. Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/ Lumileds/Osram make LED Source.

Part-III P No.46 IT No. 11.8.5 LED Streetlight 120 W Each 5 10060.00 50300.00

36 Part-III P No.56 IT No. 13.2 Supplying and Fixing........mm dia clampsss 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 clamps, bolts, nuts and wiring using suitable capacity wires.

Part-III P No.56 IT No. 13.2.1 Using 25mm dia G.I.Pipe Each 5 1203.00 6015.00

AIR CONDITIONER

37 Part-III P No.31 IT No.6.8 Supplying of .. TR Invertor type split Air conditioners suitable for operation on A/C supply single phase 50 Hz 230 V with hermetically sealed inverter compressor with air cooled condenser, latest R410A / R-32 refrigerant fan motor, start & run capacitors, relay & over load protector internal unit, with one indoor & one outdoor unit The condenser unit will be placed outside the room avoid noise including standard length of suitable size copper tubing covered with nitrile rubber insulation tube. suitable capacity 3 core sheathed/ PVC copper cable and a battery operated wireless remote unit.

Part-III P No.31 IT No.6.8.6 2 Ton capacity

Principal champber Each 2 67399.00 134798.00

38 Part-III P No.32 IT No.6.12 Installation charges for split type air conditioner with allied works for one indoor and one outdoor unit is to be mounted on suitable Angle Iron support upto 3.0 Ton split/cassette type A/C.

Principal champber Each 2 3175.00 6350.00

39 Part-III P No.32 IT No.6.13 Supplying and installation of insulated refrigerant copper tubing of 5/8" and 3/8" with polythene foam insulation 3 core 80 stand copper wiring between indoor and outdoor unit Leak testing oil and gas charging for additional piping length of tube.

Part-III P No.32 IT No.6.13.1 Split

Principal champber m 2 1549.00 3098.00

40 Part-III P No.32 IT No.6.22 Extra for Fabrication supply and fixing of Stand fabricated using slotted angle /L angle of size 6mm x 50mm for mounting out door/indoor A.C. unit/ Batteries.

Principal champber Each 2 4807.00 9614.00

41 Part-III P No.38 IT No.9.1 Supplying, erecting, testing and commissioning of voltage stabilizer suitable for 170 to 270 v input and load variation from no load to full load, with over load protection, spike suppression, operating at 00 C to 400 C. Range etc., complete.

Part-III P No.38 IT No.9.1.3 5kVA Capacity Each 2 9666.00 19332.00

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

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

Principal champber Each 1 29142.00 29142.00

Part-III P No.38 IT No.9.2.5 5 kVA OFF LINE UPS

Lna and netwrokinng Each 0 39898.00

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

Part-III P No.39 IT No.9.5.8 120 AH capacity

Principal champber 3

Lna and netwrokinng 0

External Electrification Material

44 ESCOMs SR P No.13 IT No 32.07 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 50 Sqmm, 3.5 Core, (16 GI Strips - 4 x 0.8 mm) KM 0.200 178973.23 35794.65

ESCOMs SR P No.13 IT No 36 11 kV, 3 Core, XPLE HTUG Cable with pressure extruded inner sheeth, ROUND WIRE ARMOURED as per IS-7098 (Part-2) Armouring wires dia and Resistivity as per IS-3975

45 ESCOMs SR P No.13 IT No 36.01 95 Sqmm, (54 GI Wires - 2.5 mm Dia) KM 0.1 889665.81 88966.58

46 ESCOMs SR P No.52 IT No. 21.01 Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff 3x95 to 150 Sqmm KM 0.1 61322.42 6132.24

47 ESCOMs SR P No.52 IT No. 21.05 Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff--2.5 to 25 Sqmm Km 0.200 20885.61 4177.12

48 ESCOMs SR P No.13 45.16 Heat Shrinkable Straight Through Jointing Kit for XLPE Cable with Copper Lug & Al Ferrule 3x95 Sqmm Set 2 7311.00 14622.00

49 Heat Shrinkable Outdoor Type Cable Termination Kit for XLPE Cable

50 Heat Shrinkable Indoor Type Cable Termination Kit for PILC Cable

51 CSR 2023-24 11 kV System Material Item No. 1.01 RCC Pole - 9 Mtr Long, 145 Kg WL (Dwg No. BESCOM/GM/QS&S/02 Dtd 24.11.2018) as per IS-785 No 4 7076.08 28304.32

52 CSR 2023-24 11 kV System Material Item No1.06 PSCC Pole - 9 Mtr Long, 200 Kg WL (Dwg No. BESCOM/GM/QS&S/50 Dtd 24.11.2018) as per REC Standards No 2 4198.70 8397.40

53 CSR 2023-24 11 kV System Material Item No2.16 Spiral Earth Electrode No 2 238.85 477.71

54 CSR 2023-24 11 kV System Material Item No2.02 11 kV, Horizontal Cross Arm - Galvanised Iron (GI) No 2 486.81 973.61

55 CSR 2023-24 11 kV System Material Item No6.06 11 kV, 5 kN Composite/Polymeric Pin Insulator (24 mm dia FRP Rod) 6 204.73 1228.39

56 CSR 2023-24 11 kV System Material Item No6.1 11 kV, 45 kN Polymeric Insulator No 6 186.22 1117.31

57 CSR 2023-24 11 kV System Material Item No7.02 Rabbit ACSR (6/3.35 mm Al + 1/3.35 mm St), Std Wt: 214 Kg/KM KM 0.8 46234.10 36987.28

58 CSR 2023-24 11 kV System Material Item No20.01 11 kV, HG Fuse Unit with Solid Core Insulator (Dwg No. BESCOM/GM/QS&S/21 Dtd 24.11.2018) Set (3 Nos) 1 1069.34 1069.34

59 24 GOS as per IS-9921, IS-1977

CSR 2023-24 11 kV System Material Item No 24.01 11 kV, 200 Amps Single Break GOS (Dwg No. BESCOM/GM/QS&S/23 Dtd 24.11.2018) Set 1 9450.50 9450.50

60 17 LT Protection

CSR 2023-24 11 kV System Material Item No 17.01 LT Protection Kit (Dwg No. BESCOM/GM/QS&S/10 Dtd 24.11.2018) No 1 2022.74 2022.74

61 CSR 2023-24 11 kV System Material Item No 12.14 Distribution Transformer - 3 Phase, 11kV/433V - Stacked CRGO Core with Oil as per IS-1180 (Part-1): 2014 B. CABLE ENTRY TYPE 63 kVA, Aluminum Wdg, Star 2 (5 Star) No 1 179757.00 179757.00

62 CSR 2023-24 11 kV System Material Item No24.06 H - Frame Set for fixing 11 kV, 200 Amps Single Break GOS - (For DP structure for providing New GOS for sectionalisation) - MS Set 1 4332.41 4332.41

21 Double Pole TC Set for erection of Transformer on RCC/PSCC 9 Mtr Long Poles as per IS-1977

63 CSR 2023-24 11 kV System Material Item No21.07 For 100/300 kVA 4/5 Star Rated Transformer on RCC Pole - 9 Mtr Long, 145 Kg WL - MS Set 1 22208.92 22208.92

64 58.02 LT Metering Cubicle at Low Tension for 50 KW to 150 KW having specification & design as per the prototype approval (Excluding Meter Cost & Modem Cost) Unit 1 79882 79882.02

External Electrification Labour

65 CSR 2023-24 11 kV System Labour Item No2.02 Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth No 4 1113.10 4452.40

66 CSR 2023-24 11 kV System Labour Item No2.02 Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth No 2 1113.10 2226.20

67 2.08 Providing Spiral Earth Electrode type earthing (without charcoal, salt etc.,) No 2 93.17 186.34

68 CSR 2023-24 11 kV System Labour Item No5.12 Fixing guarding including fixing of necessary cross arms for existing HT and LT line at Road Crossing, Telephone Line Crossings upto span of 60 Mtr Per Set 4 1033.59 4134.37

69 CSR 2023-24 11 kV System Labour Item No6.02 do - for Rabbit ACSR Per KM/Wire 0.8 4361.04 3488.83

70 CSR 2023-24 11 kV System Labour Item No13.02 Fixing of GOS including wiring (11 kV Single Break 200 Amps) Set 1 1103.62 1103.62

71 CSR 2023-24 11 kV System Labour Item No 15.03 Fixing of LT Protection Kit Per Kit 1 356.00 356.00

8 Erection of Transformer & Structures

72 CSR 2023-24 11 kV System Labour Item No8.02 Erection of 200 - 250 kVA Transformer Each 1 2278.00 2278.00

73 3 Erection of Double Pole Transformer Structure using 9 Mtr Long RCC (145 Kg WL)/PSCC (300 Kg WL) Pole including fixing of Structure Materials, Erection of Poles etc., complete for mounting of Transformer as per approved drawing

CSR 2023-24 11 kV System Labour Item No 3.02 For 100 to 250 kVA Per Structure 1 5963.03 5963.03

74 9.02 Erection of LT metering Cubicle on Platform. NO 1 1659 1659.38

Total 2882125.40

Hescom Deposite /Elelctrical inspector charges and milenious for TC yard fencing charges 100000.00

Total 2982125.40

Section Officer Assistant Executive Engineer

PWD Electrical sub division Belagavi

NAME OF WORK: CONSTRUCTION OF GOVT. SARDAR HIGH SCHOOL BUILDING AT BELAGAVI, BELAGAVI DISTRICT.

SUMP TANK,SEPTIK TANK & SOAK PIT

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

1 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m 41.61 Cum 107.10 4456.43

2 6.4 Providing and Filling in foundation with granite I trap broken metal 1OOmm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift. complete as per specifications. specification. VOLUME 2 4.16 Cum 2816.10 11717.79

3 2.1.3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates 4.16 Cum 6213.90 25856.04 0

4 6.2 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. 0.00 Cum 8354.85 0.00

5 8.2.2 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. 48.00 Sqm 290.85 13960.80

6 8.12 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineer- in-Charge. 48.00 Sqm 67.20 3225.60

7 8.11 Providing Neat cement punning to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. 68.10 Sqm 59.85 4075.79

8 2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 14.52 Cum 6853.35 99500.36

9 FORMWORK FOR Sump & Septic Tank @ 35 % of the rate of above concrete item : Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 14.52 Cum 2398.67 34825.13

10 2.11 Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings 2.50 Kgs 84204.75 210511.88

11 18.3 Providing & fixing 455x610 mm cast iron cover with frame weight to be not less 38kgs (weight of cover 23 kgs and weight of frame 15 kgs)and necessary locking arrangements with M.S flats 32x6 mm etc & painting with two or more coats with black Japan paint etc. complete as directed by the engineer-in-charge. 1.00 Each 2060.10 2060.10

12 15.6 Providing and laying water proofing treatment to the Water tanks & Liquid Retaining structures with two component acrylic polymer modified cementitious waterproofing membrane with minimum elongation of 50% applied @ 1.5 kg/m2 for internal side waterproofing in two layers with waiting period of 4-6 hrs per layer and food grade epoxy coating in two coats certified by CFTRI Mysuru, including surface preparation completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. 52.88 Sqm 532.35 28148.01

13 17.1 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge 2.36 Cum 1052.10 2477.70

14 40 mm down size A-38 (volume 1) 1.570 Cum 1249.50 1961.72

15 20 mm down size A-38 (volume 1) 1.57 Cum 1399.65 2197.45 60

16 17.3 Supplying, filling, spreading &leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. (Volume 2) 1.57 Cum 1251.60 1965.01 6000

17 17.13 Providing and laying 100mm thick side wall & bottom slab and of 600mm width for drain with opening using M20 concrete reinforced with Micro Alloyed High carbon steel with 3mm - 3ply wired steel @ 150mm spacing jointed in CM 1:3 proportion and nicely finished Including providing holes in the walls wherever necessary including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete. 6.28 m 5892.60 37005.53

Asst. Executive Engineer, Executive Engineer,

PWD,Sub Division Belagavi PWD Division,Belagavi

ಕೆಲಸದ ಹೆಸರು- ಬೆಳಗಾವಿ ಉತ್ತರ ವಿಧಾನಸಭೆ ಮತಕ್ಷೇತ್ರದ ವ್ಯಾಪ್ತಿಯಲ್ಲಿ ಬರುವ ಸರ್ಕಾರಿ ಸರ್ದಾರ ಹೈಸ್ಕೂಲ್ ಮತ್ತು ಕಾಲೇಜು ಆವರಣದಲ್ಲಿ ಬಹುಮಹಡಿ ಕಟ್ಟಡ ನಿರ್ಮಾಣ ಹಾಗೂ ನವೀಕರಣ ಮಾಡುವದು .

MEASUREMENT SHEET (SUMP TANK)

It.No. Description of items. Qty. Unit

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

Excavation in Ordinary soil

2 6.4 Providing and Filling in foundation with granite I trap broken metal 1OOmm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift. complete as per specifications. specification. VOLUME 2

BOULDER FILLING 0.3 9 991 8919

3 2.1.3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates

4 6.2 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.

BBM 230thk Wall

Septik Tank Partation 0 3.00 0.23 1.35 = 0.00

5 8.2.2 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.

Internal Wall Plaster

Septik Tank Partation Wall 0 3.00 1.50 = 0.00

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

Quantity Vide as Item No 4:- = 48.00

7 8.11 Providing Neat cement punning to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.

Quantity Vide as Item No 04 :- = 48.00

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

Sump Tank 6.50 X 3.00 X 1.5m

Septik Tank 6.50 X 3.00 x1.5m

Total up to date Quantity :- = 14.52 Cum

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

35 % of the rate of above concrete item

quantity as per item no 7 = 14.52 Cum

10 2.11 Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings

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

Sump Tank & SEPTIC Tank 1 = 1 EACH

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

WATER PROOFING SUMP TANK

WATER PROOFING SEPTIC TANK

PARTATION WALLS 2 3.000 1.300 = 0.00

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

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

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

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

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

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

Asst. Executive Engineer, Executive Engineer,

PWD,Sub Division Belagavi PWD Division,Belagavi

ಕೆಲಸದ ಹೆಸರು- ಬೆಳಗಾವಿ ಉತ್ತರ ವಿಧಾನಸಭೆ ಮತಕ್ಷೇತ್ರದ ವ್ಯಾಪ್ತಿಯಲ್ಲಿ ಬರುವ ಸರ್ಕಾರಿ ಸರ್ದಾರ ಹೈಸ್ಕೂಲ್ ಮತ್ತು ಕಾಲೇಜು ಆವರಣದಲ್ಲಿ ಬಹುಮಹಡಿ ಕಟ್ಟಡ ನಿರ್ಮಾಣ ಹಾಗೂ ನವೀಕರಣ ಮಾಡುವದು .

Diffrence in cost

Cement/Qtl Steel

Store issue rate 470.00 45645.00

Diffrence 46.00 -5123.00

It.No. Description of items. Unit Vol Page No Item No Basic Rate S.R 2024-25 Lift Charges Total Formwork Total Area Weightage 5% Rate For G.F Add Lift charges Area Weightage 5 % Rate For FF Add Lift charges Area Weightage 5 % Rate For S.F

1 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 1 8 1.14.1 102.00 102.00 5.10 107.10

2 6.4 Providing and Filling in foundation with granite I trap broken metal 1OOmm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift. complete as per specifications. specification. VOLUME 2 Cum 1 1.23 2682.0 2682.00 134.10 2816.10

3 2.1.3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Cum 1 15 2.1.3 5918.00 5918.00 295.90 6213.90

4 6.2 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 2 13 6.2 7957.00 7957.00 397.85 8354.85

5 8.2.2 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Cum 2 41 8.2.2 277.00 277.00 13.85 290.85

6 8.12 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineer- in-Charge. Cum 2 43 8.12 64.00 64.00 3.20 67.20

7 8.11 Providing Neat cement punning to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. KGS 2 43 8.11 57.00 57.00 2.85 59.85

8 2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 1 16 2.5.1 6527.00 6527.00 326.35 6853.35

9 FORMWORK FOR Sump & Septic Tank @ 35 % of the rate of above concrete item : Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 1 16 2.5.1 6527.00 35% 2284.45 2284.45 114.22 2398.67

10 2.11 Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings KGS 1 18 2.11 80195.00 80195.00 4009.75 84204.75

11 18.3 Providing & fixing 455x610 mm cast iron cover with frame weight to be not less 38kgs (weight of cover 23 kgs and weight of frame 15 kgs)and necessary locking arrangements with M.S flats 32x6 mm etc & painting with two or more coats with black Japan paint etc. complete as directed by the engineer-in-charge. NO 5 221 18.3 1962.00 1962.00 98.10 2060.10

12 15.6 Providing and laying water proofing treatment to the Water tanks & Liquid Retaining structures with two component acrylic polymer modified cementitious waterproofing membrane with minimum elongation of 50% applied @ 1.5 kg/m2 for internal side waterproofing in two layers with waiting period of 4-6 hrs per layer and food grade epoxy coating in two coats certified by CFTRI Mysuru, including surface preparation completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. Sqm 2 150 15.6 507.00 507.00 25.35 532.35

13 17.1 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge CUM 2 175 17.1 1002.00 1002.00 50.10 1052.10

16 17.3 Supplying, filling, spreading &leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. (Volume 2) Sqm 2 175 17.3 1192.00 1192.00 59.60 1251.60

17 17.13 Providing and laying 100mm thick side wall & bottom slab and of 600mm width for drain with opening using M20 concrete reinforced with Micro Alloyed High carbon steel with 3mm - 3ply wired steel @ 150mm spacing jointed in CM 1:3 proportion and nicely finished Including providing holes in the walls wherever necessary including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete. Sqm 2 152 17.13 5612.00 5612.00 280.60 5892.60

Asst. Executive Engineer, Executive Engineer,

PWD,Sub Division Belagavi PWD Division,Belagavi

ಕೆಲಸದ ಹೆಸರು- ಬೆಳಗಾವಿ ಉತ್ತರ ವಿಧಾನಸಭೆ ಮತಕ್ಷೇತ್ರದ ವ್ಯಾಪ್ತಿಯಲ್ಲಿ ಬರುವ ಸರ್ಕಾರಿ ಸರ್ದಾರ ಹೈಸ್ಕೂಲ್ ಮತ್ತು ಕಾಲೇಜು ಆವರಣದಲ್ಲಿ ಬಹುಮಹಡಿ ಕಟ್ಟಡ ನಿರ್ಮಾಣ ಹಾಗೂ ನವೀಕರಣ ಮಾಡುವದು .

WATER SUPPLY SANITORY

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

1 652 PVC pipe - OD 25mm and 10 Kg/sqcm m (VOL -5 , PAGE NO-A-44). 130.00 M 24.15 3139.50

2 654 PVC pipe - OD 32mm and 10 Kg/sqcm m (VOL -5 , PAGE NO-A-44). 330.00 M 34.65 11434.50

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

2.82.1 PPR Double Union Ball Valve 20mm 15.00 NOS 828.45 12426.75

2.82.2 PPR Double Union Ball Valve 25mm 15.00 NOS 1129.80 16947.00

2.82.3 PPR Double Union Ball Valve 32mm 10.00 NOS 1873.20 18732.00

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

2.78.2 PPR Male Threaded Elbow 20X1/2mm 85.00 NOS 86.10 7318.50

2.78.3 PPR Male Threaded Elbow 25X1/2mm 85.00 NOS 102.90 8746.50

2.78.5 PPR Male Threaded Elbow 32X1/2mm 90.00 NOS 136.50 12285.00

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

2.77.2 PPR Female Threaded Elbow 20X1/2mm 80.00 NOS 58.80 4704.00

2.77.3 PPR Female Threaded Elbow 25X1/2mm 80.00 NOS 73.50 5880.00

2.77.5 PPR Female Threaded Elbow 32X1/2mm 85.00 NOS 117.60 9996.00

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

2.76.2 PPR Male Threaded TEE 20X1/2mm 80.00 NOS 96.60 7728.00

2.76.3 PPR Male Threaded TEE 25X1/2mm 80.00 NOS 107.10 8568.00

2.76.5 PPR Male Threaded TEE 32X1/2mm 85.00 NOS 156.45 13298.25

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

2.75.2 PPR Female Threaded TEE 20X1/2mm 75.00 NOS 63.00 4725.00

2.75.3 PPR Female Threaded TEE 25X1/2mm 75.00 NOS 77.70 5827.50

2.75.5 PPR Female Threaded TEE 32X1/2mm 80.00 NOS 124.95 9996.00

8 13.34 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 10000 L 9.45 94500.00

9 13.6.1.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 25 mm nominal bore-Horizontal 15 Nos 1429.05 21435.75

10 13.3.2 Providing and fixing brass stop cock of approved quality : 20 mm nominal bore 17 Nos 320.25 5444.25

11 13.6.2.2Providing and fixing gun metal non- return valve of approved quality (screwed end) :32 mm nominal bore 10 Nos 971.25 9712.50

12 1.6.1 Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work.In all kinds of soils. Depth upto 1.50m 81.00 Cum 508.20 41164.20

13 633 Poly Propylene Random Co-polymer (PPR) pipe with fitting SDR 7.4 -50 mm Outer dia (VOL -5 , PAGE NO-A-43). 130.00 Mtr 400.05 52006.50

14 14.3.1 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid 18 Nos 6275.85 112965.30

15 14.7.3 White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps 18 Nos 3009.30 54167.40

16 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 13 nos 4676.70 60797.10

17 14.31Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 18 Nos 1281.00 23058.00

18 14.40.2 600 mm long towel rail with total length of 645 mm, 78 mm wide and effective height of 88 mm, weighing not less than 190 g. 18 Nos 520.80 9374.40

19 13.46 Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors: 100 mm inlet and 75mm outlet, hubless centrifugally cast (spun) iron epoxy coated inside and outside IS: 15905 (REFER 1st Corrigendum and Addendum order - 21-04-2022) 18.00 each 498.75 8977.50

20 16.8 Constructing brick masonry chamber of internal dimension 600x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover 25 Nos 5030.55 125763.75

21 16.10 Constructing brick masonry chamber of internal dimension 450x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover.. 25.00 Nos 4447.80 111195.00

22 13.32.2. Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 20 mm nominal dia pipes 90.00 M 397.95 35815.50

23 13.33.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 25 mm nominal dia Pipes 130.00 M 310.80 40404.00

24 647 PVC pipe - OD 110mm and 6 Kg/sqcm (VOL -5 , PAGE NO-A-44). 300.00 M 267.75 80325.00

25 680 PVC pipes of 8 Kg/cm2 for 75mm(0.917)m (VOL -5 , PAGE NO-A-45). 85.00 M 149.10 12673.50

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

10.9.6 - 75 mm dia PVC Elbows 90.00 EACH 201.60 18144.00

10.9.8 - 110 mm dia PVC Elbows 80.00 EACH 317.10 25368.00

Asst. Executive Engineer, Asst. Executive Engineer, Executive Engineer,

PWD,Sub Division Belagavi PWD Division,Belagavi

ಕೆಲಸದ ಹೆಸರು- ಬೆಳಗಾವಿ ಉತ್ತರ ವಿಧಾನಸಭೆ ಮತಕ್ಷೇತ್ರದ ವ್ಯಾಪ್ತಿಯಲ್ಲಿ ಬರುವ ಸರ್ಕಾರಿ ಸರ್ದಾರ ಹೈಸ್ಕೂಲ್ ಮತ್ತು ಕಾಲೇಜು ಆವರಣದಲ್ಲಿ ಬಹುಮಹಡಿ ಕಟ್ಟಡ ನಿರ್ಮಾಣ ಹಾಗೂ ನವೀಕರಣ ಮಾಡುವದು .

MEASUREMENT SHEET (Plumbing and Sanitary Works)

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

WATER SUPPLY SANITORY

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

Ground Floor 1 40.00 40.00

First Floor 1 30.00 30.00

Second Floor 1 30.00 30.00

Third Floor 1 30.00 30.00

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

Ground Floor 1 90.00 90.00

First Floor 1 85.00 85.00

Second Floor 1 80.00 80.00

Third Floor 1 75.00 75.00

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

2.82.1 PPR Double Union Ball Valve 20mm 15 15.00 NOS 828.45 12426.75

2.82.2 PPR Double Union Ball Valve 25mm 15 15.00 NOS 1129.80 16947.00

2.82.3 PPR Double Union Ball Valve 32mm 10 10.00 NOS 1873.20 18732.00

4 2.78 Supply of PPR Male Threaded Elbow confirming to IS 15801-2008 and DIN Standards 8077/8092. 44.5 47.5 7.5

2.78.2 PPR Male Threaded Elbow 20X1/2mm 85 85.00 NOS 86.10 7318.50 30

2.78.3 PPR Male Threaded Elbow 25X1/2mm 85 85.00 NOS 102.90 8746.50

2.78.5 PPR Male Threaded Elbow 32X1/2mm 90 90.00 NOS 136.50 12285.00 1335 59.5

5 2.77 Supply of PPR Female Threaded Elbow confirming to IS 15801-2008 and DIN Standards 8077/8092 78.75

2.77.2 PPR Female Threaded Elbow 20X1/2mm 80 80.00 NOS 58.80 4704.00 1354.25

2.77.3 PPR Female Threaded Elbow 25X1/2mm 80 80.00 NOS 73.50 5880.00

2.77.5 PPR Female Threaded Elbow 32X1/2mm 85 85.00 NOS 117.60 9996.00

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

2.76.2 PPR Male Threaded TEE 20X1/2mm 80 80.00 NOS 96.60 7728.00

2.76.3 PPR Male Threaded TEE 25X1/2mm 80 80.00 NOS 107.10 8568.00

2.76.5 PPR Male Threaded TEE 32X1/2mm 85 85.00 NOS 156.45 13298.25

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

2.75.2 PPR Female Threaded TEE 20X1/2mm 75 75.00 NOS 63.00 4725.00

2.75.3 PPR Female Threaded TEE 25X1/2mm 75 75.00 NOS 77.70 5827.50

2.75.5 PPR Female Threaded TEE 32X1/2mm 80 80.00 NOS 124.95 9996.00

8 13.34 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 263+

Ground Floor 1 3000.00 3000.00

First Floor 1 2000.00 2000.00

Second Floor 1 2000.00 2000.00

Third Floor 1 3000.00 3000.00

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

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

Ground Floor 5 5.00

First Floor 4 4.00

Second Floor 4 4.00

Third Floor 4 4.00

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

12 1.6.1 Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work.In all kinds of soils. Depth upto 1.50m 70.00

Drainage line 240.00 0.45 0.75 81.00

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

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

Ground Floor 6 6

First Floor 4 4

Second Floor 4 4

Third Floor 4 4

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

Ground Floor 6 6

First Floor 4 4

Second Floor 4 4

Third Floor 4 4

16 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

Ground Floor 4 4

First Floor 3 3

Second Floor 3 3

Third Floor 3 3

17 14.31Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.

Ground Floor 6 6

First Floor 4 4

Second Floor 4 4

Third Floor 4 4

18 14.40.2 600 mm long towel rail with total length of 645 mm, 78 mm wide and effective height of 88 mm, weighing not less than 190 g.

Ground Floor 6 6

First Floor 4 4

Second Floor 4 4

Third Floor 4 4

19 13.46 Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors: 100 mm inlet and 75mm outlet, hubless centrifugally cast (spun) iron epoxy coated inside and outside IS: 15905 (REFER 1st Corrigendum and Addendum order - 21-04-2022)

Ground Floor 6 6

First Floor 4 4

Second Floor 4 4

Third Floor 4 4

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

21 16.10 Constructing brick masonry chamber of internal dimension 450x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover..

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

Ground Floor 1 30.00 30.00

First Floor 1 20.00 20.00

Second Floor 1 20.00 20.00

Third Floor 1 20.00 20.00

23 13.33.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 25 mm nominal dia Pipes

Ground Floor 1 40.00 40.00

First Floor 1 30.00 30.00

Second Floor 1 30.00 30.00

Third Floor 1 30.00 30.00

24 647 PVC pipe - OD 110mm and 6 Kg/sqcm (VOL -5 , PAGE NO-A-44).

Ground Floor 1 100.00 100.00

First Floor 1 25.00 25.00

Second Floor 1 25.00 25.00

Third Floor 1 150.00 150.00

25 680 PVC pipes of 8 Kg/cm2 for 75mm(0.917)m (VOL -5 , PAGE NO-A-45).

Ground Floor 1 25.00 25.00

First Floor 1 20.00 20.00 15

Second Floor 1 20.00 20.00 120

Third Floor 1 20.00 20.00

26 10.9 Supply and delivery at site special moulded variety PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments

10.9.6 - 75 mm dia PVC Elbows 90 90.00 EACH 201.60 18144.00

10.9.8 - 110 mm dia PVC Elbows 80 80.00 EACH 317.10 25368.00

Asst. Executive Engineer, Executive Engineer,

PWD,Sub Division Belagavi PWD Division,Belagavi

ಕೆಲಸದ ಹೆಸರು- ಬೆಳಗಾವಿ ಉತ್ತರ ವಿಧಾನಸಭೆ ಮತಕ್ಷೇತ್ರದ ವ್ಯಾಪ್ತಿಯಲ್ಲಿ ಬರುವ ಸರ್ಕಾರಿ ಸರ್ದಾರ ಹೈಸ್ಕೂಲ್ ಮತ್ತು ಕಾಲೇಜು ಆವರಣದಲ್ಲಿ ಬಹುಮಹಡಿ ಕಟ್ಟಡ ನಿರ್ಮಾಣ ಹಾಗೂ ನವೀಕರಣ ಮಾಡುವದು .

RATE ANALYSIS (GF,FF,Parapet & Headroom)

It.No. Description of items. Unit Page No Item No Basic Rate S.R 2024-25 Total - 1 SHUTTERING Lifting charges Rate For GF Area Weightage 5% Total 10 + 13 SHUTTERING Area Weightage 3% Rate For FF Add Lift charges Total 10 + 13 SHUTTERING Area Weightage 6 % Rate For SF

WATER SUPPLY AND SANITORY

1 652 PVC pipe - OD 25mm and 10 Kg/sqcm m (VOL -5 , PAGE NO-A-44). M 5 34 1176 23.00 23.00 1.15 24.15

2 654 PVC pipe - OD 32mm and 10 Kg/sqcm m (VOL -5 , PAGE NO-A-44). M 5 34 1178 33.00 33.00 1.65 34.65

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

2.82.1 PPR Double Union Ball Valve 20mm NOS 5 41 2.82.1 789.00 789.00 39.45 828.45

2.82.2 PPR Double Union Ball Valve 25mm NOS 5 41 2.82.2 1076.00 1076.00 53.80 1129.80

2.82.3 PPR Double Union Ball Valve 32mm NOS 5 41 2.82.3 1784.00 1784.00 89.20 1873.20

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

2.78.2 PPR Male Threaded Elbow 20X1/2mm NOS 5 40 2.78.2 82.00 82.00 4.10 86.10

2.78.3 PPR Male Threaded Elbow 25X1/2mm NOS 5 40 2.78.3 98.00 98.00 4.90 102.90

2.78.5 PPR Male Threaded Elbow 32X1/2mm NOS 5 40 2.78.5 130.00 130.00 6.50 136.50

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

2.77.2 PPR Female Threaded Elbow 20X1/2mm NOS 5 40 2.77.2 56.00 56.00 2.80 58.80

2.77.3 PPR Female Threaded Elbow 25X1/2mm NOS 5 40 2.77.3 70.00 70.00 3.50 73.50

2.77.5 PPR Female Threaded Elbow 32X1/2mm NOS 5 40 2.77.5 112.00 112.00 5.60 117.60

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

2.76.2 PPR Male Threaded TEE 20X1/2mm NOS 5 40 2.76.2 92.00 92.00 4.60 96.60

2.76.3 PPR Male Threaded TEE 25X1/2mm NOS 5 40 2.76.3 102.00 102.00 5.10 107.10

2.76.5 PPR Male Threaded TEE 32X1/2mm NOS 5 40 2.76.5 149.00 149.00 7.45 156.45

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

2.75.2 PPR Female Threaded TEE 20X1/2mm NOS 5 39 2.75.2 60.00 60.00 3.00 63.00

2.75.3 PPR Female Threaded TEE 25X1/2mm NOS 5 39 2.75.3 74.00 74.00 3.70 77.70

2.75.5 PPR Female Threaded TEE 32X1/2mm NOS 5 39 2.75.5 119.00 119.00 5.95 124.95

8 13.34 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. L 2 123 13.34 9.00 9.00 0.45 9.45

9 13.6.1.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 25 mm nominal bore-Horizontal Nos 2 118 13.6.4.1 1361.00 1361.00 68.05 1429.05

10 13.3.2 Providing and fixing brass stop cock of approved quality : 20 mm nominal bore Nos 2 115 13.3.2 305.00 305.00 15.25 320.25

11 13.6.2.2Providing and fixing gun metal non- return valve of approved quality (screwed end) :32 mm nominal bore Nos 2 118 13.6.2.2 925.00 925.00 46.25 971.25

12 1.6.1 Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work.In all kinds of soils. Depth upto 1.50m Cum 1 6 1.6.1 484.00 484.00 24.20 508.20

13 633 Poly Propylene Random Co-polymer (PPR) pipe with fitting SDR 7.4 -50 mm Outer dia (VOL -5 , PAGE NO-A-43). Mtr 5 A-43 633 381.00 381.00 19.05 400.05

14 14.3.1 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid Nos 2 131 14.3.1 5977.00 5977.00 298.85 6275.85

15 14.7.3 White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps Nos 2 132 14.7.3 2866.00 2866.00 143.30 3009.30

16 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 nos 2 131 14.4.1 4454.00 4454.00 222.70 4676.70

17 14.31Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. Nos 2 136 14.31 1220.00 1220.00 61.00 1281.00

18 14.40.2 600 mm long towel rail with total length of 645 mm, 78 mm wide and effective height of 88 mm, weighing not less than 190 g. Nos 2 137 14.40.2 496.00 496.00 24.80 520.80

19 13.46 Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors: 100 mm inlet and 75mm outlet, hubless centrifugally cast (spun) iron epoxy coated inside and outside IS: 15905 (REFER 1st Corrigendum and Addendum order - 21-04-2022) each 2 124 13.46 475.00 475.00 23.75 498.75

20 16.8 Constructing brick masonry chamber of internal dimension 600x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover Nos 5 191 16.8 4791.00 4791.00 239.55 5030.55

21 16.10 Constructing brick masonry chamber of internal dimension 450x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover.. Nos 5 191 16.10 4236.00 4236.00 211.80 4447.80

22 13.32.2. Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 20 mm nominal dia pipes M 2 122 13.32.2 379.00 379.00 18.95 397.95

23 13.33.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 25 mm nominal dia Pipes M 2 122 13.33.3 296.00 296.00 14.80 310.80

24 647 PVC pipe - OD 110mm and 6 Kg/sqcm (VOL -5 , PAGE NO-A-44). M 5 A-44 647 255.00 255.00 12.75 267.75

26 10.9 Supply and delivery at site special moulded variety PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments

Asst. Executive Engineer, Executive Engineer,

PWD,Sub Division Belagavi PWD Division,Belagavi

GOVT. OF KARNATAKA

PUBLIC WORKS DEPARTMENT

OFFICE OF EXECUTIVE ENGINEER PUBLIC WORKS DEPARTMENT BELAGAVI, DIVISION BELAGAVI.

ಕೆಲಸದ ಹೆಸರು- ಬೆಳಗಾವಿ ಉತ್ತರ ವಿಧಾನಸಭೆ ಮತಕ್ಷೇತ್ರದ ವ್ಯಾಪ್ತಿಯಲ್ಲಿ ಬರುವ ಸರ್ಕಾರಿ ಸರ್ದಾರ ಹೈಸ್ಕೂಲ್ ಮತ್ತು ಕಾಲೇಜು ಆವರಣದಲ್ಲಿ ಬಹುಮಹಡಿ ಕಟ್ಟಡ ನಿರ್ಮಾಣ ಹಾಗೂ ನವೀಕರಣ ಮಾಡುವದು .

ESTIMATED COST : Rs. 500.00 Lakhs.

HEAD OF ACCOUNT : 4059 BUDGCTED 2025-26

Work Indent No 32315

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

Name of Division PWD Division Belagavi

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

Major Head 4216-01-700-2-24-386 (Judicial Quarters Buildings)

Departement Head

ಕೆಲಸದ ಹೆಸರು- ಬೆಳಗಾವಿ ಉತ್ತರ ವಿಧಾನಸಭೆ ಮತಕ್ಷೇತ್ರದ ವ್ಯಾಪ್ತಿಯಲ್ಲಿ ಬರುವ ಸರ್ಕಾರಿ ಸರ್ದಾರ ಹೈಸ್ಕೂಲ್ ಮತ್ತು ಕಾಲೇಜು ಆವರಣದಲ್ಲಿ ಬಹುಮಹಡಿ ಕಟ್ಟಡ ನಿರ್ಮಾಣ ಹಾಗೂ ನವೀಕರಣ ಮಾಡುವದು .

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

Estimated Cost Rs. 500.00 Lakhs

Administratively approved under

Technically Sanctioned under

Estimate prepared by Shri. ..AE

Estimate Checked by Shri. .. AEE

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

Assistant Executive Engineer,

PWD, Sub-Dn, BELAGAVI

P.W.D.CODE PARA - 133

ಕೆಲಸದ ಹೆಸರು- ಬೆಳಗಾವಿ ಉತ್ತರ ವಿಧಾನಸಭೆ ಮತಕ್ಷೇತ್ರದ ವ್ಯಾಪ್ತಿಯಲ್ಲಿ ಬರುವ ಸರ್ಕಾರಿ ಸರ್ದಾರ ಹೈಸ್ಕೂಲ್ ಮತ್ತು ಕಾಲೇಜು ಆವರಣದಲ್ಲಿ ಬಹುಮಹಡಿ ಕಟ್ಟಡ ನಿರ್ಮಾಣ ಹಾಗೂ ನವೀಕರಣ ಮಾಡುವದು .

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

Assistant Executive Engineer, PWDept.Sub-Dn No.1, Belagavi

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

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

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

Assistant Executive Engineer, PW Dept.Sub-Dn No.1, Belagavi Executive Engineer, PWDept.Belagavi-Dn.,Belagavi

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

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

Assistant Executive Engineer, PWDept.Sub-Dn No.1, Belagavi Executive Engineer, PWDept.Belagavi-Dn.,Belagavi

ಕೆಲಸದ ಹೆಸರು- ಬೆಳಗಾವಿ ಉತ್ತರ ವಿಧಾನಸಭೆ ಮತಕ್ಷೇತ್ರದ ವ್ಯಾಪ್ತಿಯಲ್ಲಿ ಬರುವ ಸರ್ಕಾರಿ ಸರ್ದಾರ ಹೈಸ್ಕೂಲ್ ಮತ್ತು ಕಾಲೇಜು ಆವರಣದಲ್ಲಿ ಬಹುಮಹಡಿ ಕಟ್ಟಡ ನಿರ್ಮಾಣ ಹಾಗೂ ನವೀಕರಣ ಮಾಡುವದು .

RECAPITULATION SHEET

Sl.No Description Amount in Rs:

Sub-Estimate : A) Civil Works

6 Construction of Sump tank 483945.32 483958.06 12.74 4839.45 4839.58

1 Providing Pumping Machinery/Equipments with the required electrical and pipe line works 0.00

a) Total Civil Work 46944130.65 46947671.55

9 Provision for Tender Premium 5% 2347206.53 2347383.58

10 DPR Preparation & Structural Designs (1%Civil Work +18% GST) 422392.71 422428.12

11 Hescom Deposite /Elelctrical inspector charges and milenious for TC yard fencing charges 100000.00 100000.00

12 Contigencies, Miscelleneous/unforeseen items & rounding off 186270.11 182516.75

Lakhs Lakhs 50000000.00

Asst. Executive Engineer, Executive Engineer,

PWD,SUB DIVISION,Belagavi PWD,DIVISION, Belagavi

Ground floor 2195.04 6958.450909

First floor 2195.04 3412.761472

Second floor 2195.04 3466.123319

ಕೆಲಸದ ಹೆಸರು- ಬೆಳಗಾವಿ ಉತ್ತರ ವಿಧಾನಸಭೆ ಮತಕ್ಷೇತ್ರದ ವ್ಯಾಪ್ತಿಯಲ್ಲಿ ಬರುವ ಸರ್ಕಾರಿ ಸರ್ದಾರ ಹೈಸ್ಕೂಲ್ ಮತ್ತು ಕಾಲೇಜು ಆವರಣದಲ್ಲಿ ಬಹುಮಹಡಿ ಕಟ್ಟಡ ನಿರ್ಮಾಣ ಹಾಗೂ ನವೀಕರಣ ಮಾಡುವದು .

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

1 1.12 Earth work in surface excavation by mechanical means for lowering &leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technicalspecifications, including setting out, shoring, strutting,barricading,caution lights, removal of stumps and other deleterious matter includingdressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radiusof 50 m and lift upto 1.5 m including cost of labour, tools, usage ofmachinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth 218.42 Cum 99.75 21787.45

2 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m 864.32 Cum 107.10 92569.06

3 4.1 Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications. 456.99 Sqm 123.90 56621.59

4 1.23 Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications. 104.93 Cum 2816.10 295505.36

5 2.1.3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates. 125.15 Cum 6213.90 777662.00

6 2.2.3 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 238.78 Cum 6538.35 1561195.99

8 Form Work for footing F4 106.83 Cum 196.15 20955.10

9 2.4.3 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. 23.54 Cum 6538.35 153936.63

10 Form work for Plinth Beam 23.54 Cum 3269.18 76968.32

11 2.4.3 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregate 10.95 Cum 6538.35 71585.12

12 Form work for Column 10.95 Cum 4576.85 50109.59

13 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 17.85 Cum 7070.70 126238.51

14 Form work for Column 17.85 Cum 4949.49 88366.96

15 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 29.02 Cum 7070.70 205225.44

16 Form work for Lintel and Beam 29.02 Cum 4242.42 123135.26

17 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 64.97 Cum 7070.70 459416.86

18 Form work for Slab 64.97 Cum 3535.35 229708.43

19 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 3.63 Cum 7070.70 25648.93

20 Form work for Staircase 3.63 Cum 3535.35 12824.46

21 5.1.1 Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand) 47.53 Cum 5864.25 278734.34

22 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.67 Cum 7070.70 18878.77

23 Form work for Chajja 2.67 Cum 3181.82 8495.45

24 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.. 684.13 Cum 279.30 191076.46

25 2.11 Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings 36.981 t 84204.75 3113964.31 -72.65

26 2.1.4 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates 6.39 Cum 6454.35 41212.87

27 6.8 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. 101.10 Cum 8345.40 843753.78

28 11.34A Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding 5105.02 Kgs 176.40 900526.12

29 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) 51.36 Sqm 7070.70 363151.15

30 8.3.1 Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. 66.55 Sqm 368.55 24527.74

31 8.5.2 Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 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. 458.91 Sqm 364.35 167203.71

32 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. 994.15 Sqm 265.65 264095.10

33 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. 1397.27 Sqm 105.00 146713.81

34 9.21.2 Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 600x600 mm 292.41 Sqm 1299.90 380101.16

35 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. 30.47 Sqm 5592.30 170369.42

36 9.23 Providing and laying flamed finish 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 :** Flamed finish granite stone slab Black, Cat Eye, River Pink or equivalent. 124.73 Sqm 2585.10 322446.24

37 8.39 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 1397.27 Sqm 133.35 186326.53

38 8.31 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives with pure Acrylic Resin, UV resistant, dirt & pick up resistant, Alkali & Water resistant of required shade: New work (Two coats applied @ 1.43 L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge 525.46 Sqm 186.90 98208.77

39 8.40 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 121.52 Sqm 120.75 14674.07

40 12.12 Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications 0.6100 Cum 130412.10 79551.38 -15222.82

41 12.15 Providing and fixing in position fully panelled Honne wood shutters forN doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. ( excluding cost of fixtures ) 20.69 Sqm 7816.20 161678.10

42 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 51.71 Sqm 55.65 2877.80

43 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 51.71 Sqm 144.90 7493.14

44 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 243.10 Sqm 145.95 35479.91

45 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. 9.00 Nos 1065.75 9591.75

46 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. 0.00 sqm 1290.45 0.00

47 11.28 Providing and fixing 304 - grade stainless steel hand rails of 14-gauge pipes for Ramps or Staircase are made out of stainless steel hallow pipes, using 50mm dia for verticals @1.60 mtr c/c are fixed to the ramps or steps by drilling with bolts and 100mm dia MS base plates 10mm gauge for fixing of Vertical pipes 4 - Nos anchor bolts & 40mm dia pipes are fixed horizontally for 2-rows top, one pipes are fixed with vertical pipes another one are fixed with elbows and 25mm dia pipes are fixed horizontally for 2-rows below top measure @ equal intervals including cutting, welding, bending wherever necessary with suitable caps @ tops, bottoms & corners finishing with mat / shining etc., complete including cost and conveyance of all materials, labour for all items of work, HOM of equipment with all lead and lift, loading and unloading, transportation charges and all other incidental charges etc., complete as per specification and directions of the Engineer-in-charge of the work. Ramps or Staircase for physically challenged. 302.90 Kgs 593.25 179698.39 159025.13 20673.26

48 12.69.2 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc.125mm 54.00 Nos 255.15 13778.10

49 Providing and fixing Hold fasts for doors etc complete ( Material Components P.No -A25 I.No 444 ) 54.00 Nos 52.50 2835.00

50 12.73.1 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125mm 18.00 Nos 46.20 831.60

51 12.60 Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. 18.00 Nos 1104.60 19882.80

52 12.63 Providing and fixing aluminium tower bolts, ISI marked, anodised (an- odic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete 9.00 Nos 136.50 1228.50

53 Providing and fixing Screws approved Nails and screws of sizes for structural glazing /ACP Cladding ( Material Components P.No - A28 I.No 548 ) 10.00 Kgs 70.35 703.50

54 6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:4 (1 cement :4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. 53.56 Sqm 1080.45 57871.06

55 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. 31.30 Sqm 929.25 29086.87

56 9.38 Providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. 129.40 Sqm 1458.45 188726.35

57 8.80 Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge: 20 mm to 25 mm wide to required depth. 178.36 m 69.30 12360.35

58 12.83.2 Providing and fixing factory made uPVC door frame made of uPVCextruded 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 29.95 M 250.95 7515.95

59 12.53 Providing & fixing 30mm thick factory made rigid foam Panelled Door Shutters made from M.S. tube of 19 gauge thickness, size 19x19mm for stiles and 15x15mm for top & bottom rails, covered with heat moulded PVC C channel of 5mm thick sheet & 30 x 50mm wide to form stiles & 5mm thick & 75mm wide PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick 20mm wide PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet fitted in the M.S. Frame, Sealed to the stiles & rails with 5x30mm PVC sheet beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75 mm Aluminium hinges. 10.29 Sqm 1667.40 17157.55

60 6.31 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar 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. 2.88 cum 8376.90 24125.47

61 11.30.2 Providing & fixing glass panes with putty and glazing clips in steeldoors, windows, clerestory windows, all complete with : 5.5 mm thick glass panes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge. 2.60 Sqm 1320.90 3427.74

62 7.28.1 Providing & fixing 10 mm thick plaster of Paris (gypsum anhydrous) ceiling up to a height of 5 m above floor level, over first class kail wood strips 25x6mm with 10 mm gap in between and reinforced with rabbit wire mesh fixed to wooden frame. Flat surfaces 52.80 Sqm 1337.70 70630.56

63 8.16.2 Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment Plaster mesh 150mm wide 1952.56 m 39.90 77907.14

64 4.1 401 granular Sub-Base A Plant Mix Method Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. v) For Grading -V Material. 52.69 cum 2611.35 137593.55

65 9.25 Providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. 526.91 Sqm 840.00 442600.87

Asst. Executive Engineer, Asst. Executive Engineer, Executive Engineer,

PWD,SUB DIVISION,Belagavi PWD,DIVISION, Belagavi

Asst. Executive Engineer, Executive Engineer,

As Per E Proc 31245174.89

ಕೆಲಸದ ಹೆಸರು- ಬೆಳಗಾವಿ ಉತ್ತರ ವಿಧಾನಸಭೆ ಮತಕ್ಷೇತ್ರದ ವ್ಯಾಪ್ತಿಯಲ್ಲಿ ಬರುವ ಸರ್ಕಾರಿ ಸರ್ದಾರ ಹೈಸ್ಕೂಲ್ ಮತ್ತು ಕಾಲೇಜು ಆವರಣದಲ್ಲಿ ಬಹುಮಹಡಿ ಕಟ್ಟಡ ನಿರ್ಮಾಣ ಹಾಗೂ ನವೀಕರಣ ಮಾಡುವದು .

MEASUREMENT SHEET (GROUND FLOOR)

It.No. Description of items. Qty. Unit

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

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

Excavation For Column Footing

Excavation For Stone Masonry

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

Anti-Termite Treatment

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

Filling in Plinth Below Flooring

Principal Chamber 1 6.40 8.25 0.10 = 5.28

Staff gents and ladies toilet 2 1.46 2.00 0.10 = 0.58

Staff gents and ladies toilet WC 2 1.50 1.20 0.10 = 0.36

Boys toilet WC 2 1.35 1.20 0.10 = 0.32

Disable toilet 1 1.80 1.50 0.10 = 0.27

5 2.1.3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates.

PCC For Column Footing

PCC Bellow Stone Masonry

PCC Bellow Plinth Beam

PCC For Flooring

Principal Chamber 1 6.40 8.25 0.10 = 5.28

Staff gents and ladies toilet 2 1.46 2.00 0.10 = 0.58

Staff gents and ladies toilet WC 2 1.50 1.20 0.10 = 0.36

Boys toilet WC 2 1.35 1.20 0.10 = 0.32

Disable toilet 1 1.80 1.50 0.10 = 0.27

Flagging concrete surrounding building 2 10.63 1.50 0.10 = 3.19

Flagging concrete surrounding building 1 47.49 1.50 0.10 = 7.12

Total up to date Quantity :- = 125.15 Cum

6 2.2.3 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

RCC For Column Footing

7 Form Work for footing (F1,F2,F3)

8% OF ABOVE ITEM 131.94 Cum

8 Form Work for footing F4

3% OF ABOVE ITEM 106.83 Cum

9 2.4.3 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. 0.3583333333

RCC For Plinth Beam 0.6666666667

10 Form work for Plinth Beam

50% OF ABOVE ITEM 23.54 Cum

11 2.4.3 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregate

RCC For Column Footing to Plinth top

12 Form work for Column

70% OF ABOVE ITEM = 10.95 Cum

13 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.5 10.3

RCC For Column Plinth to Slab 2.45 3.433333333

TOTAL = 17.85 Cum

14 Form work for Column

70% OF ABOVE ITEM = 17.85 Cum

15 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 26

RCC For Lintel 1923.076923

RCC For Slab Beam

TOTAL = 29.02 Cum

16 Form work for Lintel and Beam

60% OF ABOVE ITEM = 29.02 Cum

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

DEDUCT STAIRCASE 1 3.070 6.400 0.150 = -2.95

Total Quantity :- = 64.97 Cum

18 Form work for Slab

50% OF ABOVE ITEM = 64.97 Cum

19 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

RCC For Staircase

Total Quantity :- = 3.63 Cum

20 Form work for Staircase

50% OF ABOVE ITEM = 3.63 Cum

21 5.1.1 Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand)

Rubble Stone Msonry

Total Quantity = 47.53 Cum

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

23 Form work for Chajja

45% OF ABOVE ITEM = 2.67 Cum

24 1.9 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m..

Murrum Filling up to ground level

Quantity Vide as Per Item No 2

Quantity Vide as Per Item No 3 = 864.32

Murrum Filling up to Plinth

Deductions = 63.16

Deductions = 238.78

Deductions = 47.53

Deductions = 10.95

Deductions = 23.54

Total up to date Quantity after deduction :- = 684.13 Cum

25 2.11 Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings

FOOTING = 10794.96

COLUMN = 7348.87

PLINTH BEAM = 4222.93

LINTEL & CHAJJA = 1799.78

STAIRCASE = 331.47

MID LANDING BEAM = 47.01

SEPRATE SHEET ATTACHED = 36.981 Tone

26 2.1.4 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates 2.77

PCC For Window Sill

Corridor parapet

Flagging concrete back side 1 47.49 1.00 0.075 3.56

Total up to date Quantity :- = 6.39 Cum

27 6.8 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.

Corridor parapet

Total up to date Quantity after Ded :- = 101.10 Cum

28 11.34A Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding 2.7

MS Grill For Window

Corridor parapet 0

Say 21 Kg Per Sqm :- = 5105.02 Kgs

Total up to date Quantity :- = 5105.02 Kgs

29 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) 6.63

Window Shutters

30 8.3.1 Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.

20mm thick cement plaster For Stone Masonry

Outside Perimeter 2 41.49 0.6 = 49.79

Step side 2 1.2 0.6 = 1.44

31 8.5.2 Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 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.

External Wall Plaster

Column projection 1 7 1.06 2.60 = 19.29

Total up to date Quantity after Ded :- = 458.91 Sqm

32 8.1.1 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.

Internal Wall Plaster

Principle chamber 2 1 6.40 3.45 = 44.16

Beam Offset 2 2 6.40 0.45 = 11.52

Beam Offset 2 2 1.40 0.45 = 2.51

Staff toilet gents & ladies 2 2 3.07 3.45 = 42.37

Beam Offset 2 2 6.40 0.45 = 11.52

Staff toilet gents & ladies WC 2 2 1.20 3.45 = 16.56

Beam Offset 2 1 6.40 0.45 = 5.76

Beam Offset 2 2 3.07 0.23 = 2.82

Boys toilet 2 1 3.07 3.45 = 21.18

Beam Offset 2 1 1.39 0.45 = 1.25

Boys toilet WC 2 2 1.35 3.45 = 18.63

Disabled toilet 2 1 1.50 3.45 = 10.35

Total up to date Quantity after Ded :- = 994.15 Sqm

33 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.

Principal Chamber 1 1 6.40 8.25 = 52.80

Staff gents and ladies toilet 1 2 1.46 2.00 = 5.82

Staff gents and ladies toilet WC 1 2 1.50 1.20 = 3.60

Boys toilet 1 1 1.61 2.63 = 4.22

Boys toilet WC 1 2 1.35 1.20 = 3.24

Disable toilet 1 1 1.80 1.50 = 2.70

Quantity vide as Per Item No 25 = 994.15

Total up to date Quantity after Deduction :- = 1397.27 Sqm

34 9.21.2 Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 600x600 mm

Vitrified tiles Flooring

Principal Chamber 1 1 6.40 8.25 = 52.80

35 9.30 Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications.

Granite Flooring for Steps

Front Entrance Pail & Steps

Front Pail Landing 1 3.37 1.20 = 4.04

36 9.23 Providing and laying flamed finish 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 :** Flamed finish granite stone slab Black, Cat Eye, River Pink or equivalent.

Granite stone flooring

37 8.39 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.

Quantity vide as Per Item No 34 = 1397.27

Total up to date Quantity :- = 1397.27 Sqm

38 8.31 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives with pure Acrylic Resin, UV resistant, dirt & pick up resistant, Alkali & Water resistant of required shade: New work (Two coats applied @ 1.43 L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge

Quantity vide as Per Item No 29 = 66.55

Quantity vide as Per Item No 30 = 458.91

Quantity vide as Per Item No 48 = 0.00

Total up to date Quantity :- = 525.46 Sqm

39 8.40 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.

Enamel Metal Paint

Corridor parapet

40 12.12 Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications

41 12.15 Providing and fixing in position fully panelled Honne wood shutters forN doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. ( excluding cost of fixtures )

Total up to date Quantity :- = 20.69 Sqm

42 8.34.1 Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge

Priming for Wood Surface

Total up to date Quantity :- = 51.71 Sqm

43 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.

Priming & Painting for Wood Surface

Total up to date Quantity :- = 51.71 Sqm

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

Corridor parapet 0

Total up to date Quantity :- = 243.10 Sqm

45 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications.

Fixing Door Frame

Total up to date Quantity :- = 9.00 Nos

46 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.

47 11.28 Providing and fixing 304 - grade stainless steel hand rails of 14-gauge pipes for Ramps or Staircase are made out of stainless steel hallow pipes, using 50mm dia for verticals @1.60 mtr c/c are fixed to the ramps or steps by drilling with bolts and 100mm dia MS base plates 10mm gauge for fixing of Vertical pipes 4 - Nos anchor bolts & 40mm dia pipes are fixed horizontally for 2-rows top, one pipes are fixed with vertical pipes another one are fixed with elbows and 25mm dia pipes are fixed horizontally for 2-rows below top measure @ equal intervals including cutting, welding, bending wherever necessary with suitable caps @ tops, bottoms & corners finishing with mat / shining etc., complete including cost and conveyance of all materials, labour for all items of work, HOM of equipment with all lead and lift, loading and unloading, transportation charges and all other incidental charges etc., complete as per specification and directions of the Engineer-in-charge of the work. Ramps or Staircase for physically challenged.

Stainless Steel Railing

Staircase 2 4.65 1.00 = 9.30

Entry Steps 2 1.50 1.00 = 3.00

Providing and fixing following fixtures to doors and windows.

48 12.69.2 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc.125mm

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

50 12.73.1 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125mm

51 12.60 Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete.

52 12.63 Providing and fixing aluminium tower bolts, ISI marked, anodised (an- odic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete

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

54 6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:4 (1 cement :4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.

BBM Partation Wall

Total up to date Quantity after Ded :- = 53.56 Sqm #REF! #REF!

55 9.11 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete.

Ceramic tiles Flooring

Staff gents and ladies toilet 1 2 1.46 2.00 = 5.82

Staff gents and ladies toilet WC 1 2 1.50 1.20 = 3.60

Boys toilet 1 1 1.61 2.63 = 4.22

Boys toilet WC 1 2 1.35 1.20 = 3.24

Disable toilet 1 1 1.80 1.50 = 2.70

31.30 Sqm #REF! #REF!

56 9.38 Providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications.

Glazed tiles Dado

Staff gents and ladies toilet 2 2 3.07 2.10 = 25.79

Staff gents and ladies toilet WC 2 2 1.50 2.10 = 12.60

Boys toilet 2 1 3.07 2.10 = 12.89

Boys toilet WC 2 2 1.35 2.10 = 11.34

Disable toilet 2 1 1.80 2.10 = 7.56

129.40 Sqm #REF! #REF!

57 8.80 Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge: 20 mm to 25 mm wide to required depth.

Front side 2 13 6.86 = 178.36

58 12.83.2 Providing and fixing factory made uPVC door frame made of uPVCextruded 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

D2 For Toilet 5 5.00 = 25.00

SD For Toilet 1 4.95 = 4.95

Total up to date Quantity :- = 29.95 Rmt #REF! #REF!

59 12.53 Providing & fixing 30mm thick factory made rigid foam Panelled Door Shutters made from M.S. tube of 19 gauge thickness, size 19x19mm for stiles and 15x15mm for top & bottom rails, covered with heat moulded PVC C channel of 5mm thick sheet & 30 x 50mm wide to form stiles & 5mm thick & 75mm wide PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick 20mm wide PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet fitted in the M.S. Frame, Sealed to the stiles & rails with 5x30mm PVC sheet beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75 mm Aluminium hinges.

D2 For Toilet 5 0.80 2.10 = 8.40

SD For Toilet 1 0.90 2.10 = 1.89

Total up to date Quantity :- = 10.29 Sqm #REF! #REF!

60 6.31 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar 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.

AAC BLOCKS 150/230/300mm

Total up to date Quantity after deduction :- = 2.88 Cum

61 11.30.2 Providing & fixing glass panes with putty and glazing clips in steeldoors, windows, clerestory windows, all complete with : 5.5 mm thick glass panes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge.

Door ventilator

Total up to date Quantity after deduction :- = 2.60 SQM

62 7.28.1 Providing & fixing 10 mm thick plaster of Paris (gypsum anhydrous) ceiling up to a height of 5 m above floor level, over first class kail wood strips 25x6mm with 10 mm gap in between and reinforced with rabbit wire mesh fixed to wooden frame. Flat surfaces

Principal Chamber

Total up to date Quantity :- = 52.80 SQM

63 8.16.2 Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment Plaster mesh 150mm wide

Total up to date Quantity :- = 1952.56 m

64 4.1 401 granular Sub-Base A Plant Mix Method Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. v) For Grading -V Material.

Total up to date Quantity :- = 52.69 cum

65 9.25 Providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.

Total up to date Quantity :- = 526.91 sqm

Asst. Executive Engineer, Executive Engineer,

PWD,SUB DIVISION,Belagavi PWD,DIVISION, Belagavi

ಕೆಲಸದ ಹೆಸರು- ಬೆಳಗಾವಿ ಉತ್ತರ ವಿಧಾನಸಭೆ ಮತಕ್ಷೇತ್ರದ ವ್ಯಾಪ್ತಿಯಲ್ಲಿ ಬರುವ ಸರ್ಕಾರಿ ಸರ್ದಾರ ಹೈಸ್ಕೂಲ್ ಮತ್ತು ಕಾಲೇಜು ಆವರಣದಲ್ಲಿ ಬಹುಮಹಡಿ ಕಟ್ಟಡ ನಿರ್ಮಾಣ ಹಾಗೂ ನವೀಕರಣ ಮಾಡುವದು .

MEASUREMENT SHEET (FIRST FLOOR)

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

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

RCC For Column Ground Floor slab to First Floor Slab

17.85 Cum #REF! #REF!

2 Form work for Column

70% OF ABOVE ITEM = 17.85 Cum

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

PARTITION WALL 0.00

RCC For Slab Beam

TOTAL = 28.66 Cum #REF! #REF!

4 Form work for Lintel and Beam

60% OF ABOVE ITEM = 28.66 Cum

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

DEDUCT STAIRCASE 1 3.070 6.400 0.150 = -2.95

Total Quantity :- = 64.97 Cum #REF! #REF!

6 Form work for Slab

50% OF ABOVE ITEM = 64.97 Cum

7 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

RCC For Staircase

Total Quantity :- = 3.63 Cum #REF! #REF!

8 Form work for Staircase

50% OF ABOVE ITEM = 3.63 Cum

9 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

2.46 Cum #REF! #REF!

10 Form work for Chajja

45% OF ABOVE ITEM = 2.46 Cum

11 2.11 Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings

COLUMN = 4267.09

LINTEL & CHAJJA = 1799.78

STAIRCASE = 331.47

MID LANDING BEAM = 47.01

18881.18 Kgs #REF! #REF!

SEPARATE SHEET ATTACHED = 18.881 Tone

12 2.1.4 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates

PCC For Window Sill

Corridor parapet 0.00

Total up to date Quantity :- = 1.30 Cum #REF! #REF!

13 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.

Corridor parapet

Total up to date Quantity after Ded :- = 95.48 Cum #REF! #REF!

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 1:4 (1 cement :4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.

BBM Partation Wall

Total up to date Quantity after Ded :- = 28.75 Sqm #REF! #REF!

15 11.34A Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding

MS Grill For Window

Corridor parapet

21 Kg Per Sqm :- = 2402.41 Kgs

Total up to date Quantity :- = 2402.41 Kgs #REF! #REF!

16 12.90 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)

Window Shutters

47.25 Sqm #REF! #REF!

17 8.5.2 Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 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.

External Wall Plaster

Column projection 1 7 1.06 2.60 = 19.29

Total up to date Quantity after Ded :- = 463.28 Sqm #REF! #REF!

18 8.1.1 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.

Internal Wall Plaster

Beam Offset 2 4 6.40 0.45 = 23.04

Beam Offset 2 2 6.40 0.45 = 11.52

Beam Offset 2 3 3.07 0.23 = 4.24

Girls & Boys toilet 2 2 3.07 3.45 = 42.37

Beam Offset 2 2 1.35 0.45 = 2.43

Girls toilet wc 2 2 1.50 3.45 = 20.70

Boys toilet wc 2 2 1.35 3.45 = 18.63

Total up to date Quantity after Ded :- = 881.13 Sqm #REF! #REF!

19 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.

Girls toilet 1 1 1.46 2.63 = 3.83

Girls toilet wc 1 2 1.50 1.20 = 3.60

Boys toilet wc 1 2 1.35 1.20 = 3.24

Quantity vide as Per Item No 15 = 881.13

Deduction 1286.35 Sqm

Dado Quantity = 94.63

Total up to date Quantity after Deduction :- = 1191.72 Sqm #REF! #REF!

20 9.21.2 Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 600x600 mm

Vitrified tiles Flooring

295.15 Sqm #REF! #REF!

21 9.30 Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications.

Granite Flooring for Steps

20.36 Sqm #REF! #REF!

22 9.11 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete.

Ceramic tiles Flooring

Girls toilet 1 1 1.46 2.63 = 3.83

Girls toilet wc 1 2 1.50 1.20 = 3.60

Boys toilet wc 1 2 1.35 1.20 = 3.24

26.95 Sqm #REF! #REF!

23 9.38 Providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications.

Glazed tiles Dado

Girls toilet 2 1 4.60 2.10 = 19.30

Girls toilet wc 2 2 1.20 2.10 = 10.08

Boys toilet wc 2 2 1.20 2.10 = 10.08

94.63 Sqm #REF! #REF!

24 8.39 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.

Quantity vide as Per Item No 14 =

Total up to date Quantity :- = 1191.72 Sqm #REF! #REF!

25 8.31 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives with pure Acrylic Resin, UV resistant, dirt & pick up resistant, Alkali & Water resistant of required shade: New work (Two coats applied @ 1.43 L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge

Quantity vide as Per Item No 12 = 463.28

Quantity vide as Per Item No 33 = 0.00

Total up to date Quantity :- = 463.28 Sqm #REF! #REF!

26 8.4 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.

Enamel Metal Paint

Corridor parapet

114.401 Sqm #REF! #REF!

27 12.12 Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications

0.479 Cum #REF! #REF!

28 12.15 Providing and fixing in position fully panelled Honne wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. ( excluding cost of fixtures )

Total up to date Quantity :- = 16.91 Sqm #REF! #REF!

29 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

D2 For Toilet 4 5.00 = 20.00

Total up to date Quantity :- = 20.00 Rmt #REF! #REF!

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

D2 For Toilet 4 0.80 2.10 = 6.72

Total up to date Quantity :- = 6.72 Sqm #REF! #REF!

31 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.

Priming & Painting for Wood Surface

Total up to date Quantity :- = 42.26 Sqm #REF! #REF!

32 8.34.1 Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge

Priming for Wood Surface

Total up to date Quantity :- = 42.26 Sqm #REF! #REF!

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

MS Grill For Window

Corridor parapet

33 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications.

Fixing Door Frame

Total up to date Quantity :- = 7.00 Nos #REF! #REF!

34 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.

0.00 Sqm #REF! #REF!

35 11.28 Providing and fixing 304 - grade stainless steel hand rails of 14-gauge pipes for Ramps or Staircase are made out of stainless steel hallow pipes, using 50mm dia for verticals @1.60 mtr c/c are fixed to the ramps or steps by drilling with bolts and 100mm dia MS base plates 10mm gauge for fixing of Vertical pipes 4 - Nos anchor bolts & 40mm dia pipes are fixed horizontally for 2-rows top, one pipes are fixed with vertical pipes another one are fixed with elbows and 25mm dia pipes are fixed horizontally for 2-rows below top measure @ equal intervals including cutting, welding, bending wherever necessary with suitable caps @ tops, bottoms & corners finishing with mat / shining etc., complete including cost and conveyance of all materials, labour for all items of work, HOM of equipment with all lead and lift, loading and unloading, transportation charges and all other incidental charges etc., complete as per specification and directions of the Engineer-in-charge of the work. Ramps or Staircase for physically challenged.

Stainless Steel Railing

Staircase 2 4.65 1.00 = 9.30

10.0 KG/SQ.M = 188.33 KG #REF! #REF!

Providing and fixing following fixtures to doors and windows.

36 12.69.20 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc.125mm

42.00 Nos #REF! #REF!

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

42.00 Nos #REF! #REF!

38 12.73.1 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125mm

14.00 Nos #REF! #REF!

39 12.60 Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete

14.00 Nos #REF! #REF!

40 12.63 Providing and fixing aluminium tower bolts, ISI marked, anodised (an- odic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete

14.00 Nos #REF! #REF!

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

10.00 kg #REF! #REF!

42 9.23 Providing and laying flamed finish 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 :** Flamed finish granite stone slab Black, Cat Eye, River Pink or equivalent.

Granite stone flooring

Total Qty = 105.49 sqm

43 6.31 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar 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.

AAC BLOCKS 150/230/300mm

Total up to date Quantity after deduction :- = 2.88 Cum

44 11.30.2 Providing & fixing glass panes with putty and glazing clips in steeldoors, windows, clerestory windows, all complete with : 5.5 mm thick glass panes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge.

Door ventilator

Total up to date Quantity after deduction :- = 2.06 SQM

45 8.80 Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge: 20 mm to 25 mm wide to required depth.

Front side 2 13 6.86 = 178.36

Asst. Executive Engineer, Executive Engineer,

PWD,SUB DIVISION,Belagavi PWD,DIVISION, Belagavi

ಕೆಲಸದ ಹೆಸರು- ಬೆಳಗಾವಿ ಉತ್ತರ ವಿಧಾನಸಭೆ ಮತಕ್ಷೇತ್ರದ ವ್ಯಾಪ್ತಿಯಲ್ಲಿ ಬರುವ ಸರ್ಕಾರಿ ಸರ್ದಾರ ಹೈಸ್ಕೂಲ್ ಮತ್ತು ಕಾಲೇಜು ಆವರಣದಲ್ಲಿ ಬಹುಮಹಡಿ ಕಟ್ಟಡ ನಿರ್ಮಾಣ ಹಾಗೂ ನವೀಕರಣ ಮಾಡುವದು .

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

1 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 17.85 Cum 7141.41 127500.95

2 Form work for Column 17.85 Cum 4998.98 89250.63 40.301

3 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 28.66 Cum 7141.41 204674.79 121.6609

4 Form work for Lintel and Beam 28.66 Cum 4284.84 122804.82 33.12567966

5 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 64.97 Cum 7141.41 464011.22

6 Form work for Slab 64.97 Cum 3570.70 232005.51

7 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 3.63 Cum 7141.41 25905.43

8 Form work for Staircase 3.63 Cum 3570.70 12952.71

9 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.46 Cum 7141.41 17567.87

10 Form work for Chajja 2.46 Cum 3213.63 7905.54

11 2.11 Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings 18.881 t 85046.80 1605784.14 -100.56

12 2.1.4 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates 1.30 Cum 6518.89 8498.47

13 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. 95.48 Cum 8428.85 804774.32

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 1:4 (1 cement :4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. 28.75 Sqm 1091.25 31372.35

15 11.34A Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding 2402.41 Kgs 178.16 428013.45

16 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) 47.25 Sqm 7141.41 337431.62

17 8.5.2 Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 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. 463.28 Sqm 367.99 170481.52

18 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. 881.13 Sqm 268.31 236414.81

19 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. 1191.72 Sqm 106.05 126382.25

20 9.21.2 Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 600x600 mm 295.15 Sqm 1312.90 387502.44

21 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. 20.36 Sqm 5648.22 114969.52

22 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. 26.95 Sqm 938.54 25296.37

23 9.38 Providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. 94.63 Sqm 1473.03 139386.94

24 8.39 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 1191.72 Sqm 134.68 160501.28

25 8.31 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives with pure Acrylic Resin, UV resistant, dirt & pick up resistant, Alkali & Water resistant of required shade: New work (Two coats applied @ 1.43 L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge 463.28 Sqm 188.77 87452.91

26 8.4 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 114.40 Sqm 121.96 13952.28

27 12.12 Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications 0.4791 Cum 131716.22 63100.30

28 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 ) 16.91 Sqm 7894.36 133454.16

29 12.83.2 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer- in-charge 20.00 M 253.46 5069.20

30 12.53 Providing & fixing 30mm thick factory made rigid foam Panelled Door Shutters made from M.S. tube of 19 gauge thickness, size 19x19mm for stiles and 15x15mm for top & bottom rails, covered with heat moulded PVC C channel of 5mm thick sheet & 30 x 50mm wide to form stiles & 5mm thick & 75mm wide PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick 20mm wide PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet fitted in the M.S. Frame, Sealed to the stiles & rails with 5x30mm PVC sheet beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75 mm Aluminium hinges. 6.72 Sqm 1684.07 11316.95

31 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 42.26 Sqm 146.35 6185.12

32 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 42.26 Sqm 56.21 2375.58

33 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 114.40 Sqm 147.41 16863.78

33 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. 7.00 Nos 1076.41 7534.87

34 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. 0.00 sqm 1303.35 0.00

35 11.28 Providing and fixing 304 - grade stainless steel hand rails of 14-gauge pipes for Ramps or Staircase are made out of stainless steel hallow pipes, using 50mm dia for verticals @1.60 mtr c/c are fixed to the ramps or steps by drilling with bolts and 100mm dia MS base plates 10mm gauge for fixing of Vertical pipes 4 - Nos anchor bolts & 40mm dia pipes are fixed horizontally for 2-rows top, one pipes are fixed with vertical pipes another one are fixed with elbows and 25mm dia pipes are fixed horizontally for 2-rows below top measure @ equal intervals including cutting, welding, bending wherever necessary with suitable caps @ tops, bottoms & corners finishing with mat / shining etc., complete including cost and conveyance of all materials, labour for all items of work, HOM of equipment with all lead and lift, loading and unloading, transportation charges and all other incidental charges etc., complete as per specification and directions of the Engineer-in-charge of the work. Ramps or Staircase for physically challenged. 188.33 Kgs 599.18 112840.57

36 12.69.20 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc.125mm 42.00 Nos 257.70 10823.40

37 Providing and fixing Hold fasts for doors etc complete ( Material Components P.No -A25 I.No 444 ) 42.00 Nos 53.03 2227.26

38 12.73.1 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125mm 14.00 Nos 46.66 653.24

39 12.60 Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete 14.00 Nos 1115.65 15619.10

40 12.63 Providing and fixing aluminium tower bolts, ISI marked, anodised (an- odic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete 14.00 Nos 137.87 1930.18

41 Providing and fixing Screws approved Nails and screws of sizes for structural glazing /ACP Cladding ( Material Components P.No - A28 I.No 548 ) 10.00 Kgs 71.05 710.50

42 9.23 Providing and laying flamed finish 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 :** Flamed finish granite stone slab Black, Cat Eye, River Pink or equivalent. 105.49 sqm 2610.95 275434.86

43 6.31 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar 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. 2.88 cum 8460.67 24366.73

44 11.30.2 Providing & fixing glass panes with putty and glazing clips in steeldoors, windows, clerestory windows, all complete with : 5.5 mm thick glass panes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge. 2.06 Sqm 1334.11 2741.60

45 8.80 Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge: 20 mm to 25 mm wide to required depth. 178.36 m 69.99 12483.42

Asst. Executive Engineer, Executive Engineer,

PWD,SUB DIVISION,Belagavi PWD,DIVISION, Belagavi

ಕೆಲಸದ ಹೆಸರು- ಬೆಳಗಾವಿ ಉತ್ತರ ವಿಧಾನಸಭೆ ಮತಕ್ಷೇತ್ರದ ವ್ಯಾಪ್ತಿಯಲ್ಲಿ ಬರುವ ಸರ್ಕಾರಿ ಸರ್ದಾರ ಹೈಸ್ಕೂಲ್ ಮತ್ತು ಕಾಲೇಜು ಆವರಣದಲ್ಲಿ ಬಹುಮಹಡಿ ಕಟ್ಟಡ ನಿರ್ಮಾಣ ಹಾಗೂ ನವೀಕರಣ ಮಾಡುವದು .

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

1 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 17.85 Cum 7212.11 128763.21 9.1908

2 Form work for Column 17.85 Cum 5048.48 90134.30 9.1908

3 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 28.66 Cum 7212.11 206701.07 17.36316575

4 Form work for Lintel and Beam 28.66 Cum 4327.27 124020.71 17.36316575

5 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 64.97 Cum 7212.11 468604.94 36.44444625

6 Form work for Slab 64.97 Cum 3606.06 234302.60 36.44444625

7 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 3.63 Cum 7212.11 26161.89 2.5472925

8 Form work for Staircase 3.63 Cum 3606.06 13080.95 2.5472925

9 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.46 Cum 7212.11 17741.79 1.03185

10 Form work for Chajja 2.46 Cum 3245.45 7983.81 1.03185

11 2.11 Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings 18.88 t 85888.85 1621683.04 7.482405533

12 2.1.4 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates 1.25 Cum 6583.44 8237.96 0.4991

13 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. 95.479 Cum 8512.31 812742.96 50.980857

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 1:4 (1 cement :4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. 28.75 Sqm 1102.06 31683.12 123.6466

15 11.34A Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding 2402.41 Kgs 179.93 432265.72 920.178

16 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) 47.25 Sqm 7212.11 340772.20 43.818

17 8.5.2 Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 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. 463.28 Sqm 371.64 172172.49 407.40215

18 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. 907.62 Sqm 270.96 245929.15 626.77025

19 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. 1218.22 Sqm 107.10 130471.28 797.95425

20 9.21.2 Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 600x600 mm 295.15 Sqm 1325.90 391339.39 175.5355

21 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. 20.36 Sqm 5704.15 116107.97 16.7625

22 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. 26.95 Sqm 947.84 25547.04 29.08875

23 9.38 Providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. 94.63 Sqm 1487.62 140767.53 83.015

24 8.39 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 1218.22 Sqm 136.02 165702.18 797.95425

25 8.31 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives with pure Acrylic Resin, UV resistant, dirt & pick up resistant, Alkali & Water resistant of required shade: New work (Two coats applied @ 1.43 L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge 463.28 Sqm 190.64 88319.24 407.40215

26 8.4 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 114.40 Sqm 123.17 14090.71 43.818

27 12.12 Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications 0.48 Cum 133020.34 63725.06 0.56296875

28 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 ) 16.91 Sqm 7972.52 134775.45 25.125

29 12.83.2 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer- in-charge 20.0000 M 255.97 5119.40 23.6

30 12.53 Providing & fixing 30mm thick factory made rigid foam Panelled Door Shutters made from M.S. tube of 19 gauge thickness, size 19x19mm for stiles and 15x15mm for top & bottom rails, covered with heat moulded PVC C channel of 5mm thick sheet & 30 x 50mm wide to form stiles & 5mm thick & 75mm wide PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick 20mm wide PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet fitted in the M.S. Frame, Sealed to the stiles & rails with 5x30mm PVC sheet beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75 mm Aluminium hinges. 6.72 Sqm 1700.75 11429.04 9

31 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 44.47 Sqm 147.80 6572.30 50.25

32 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 44.47 Sqm 56.76 2523.98 50.25

33 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 114.40 Sqm 148.87 17030.80 50.25

34 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. 7.00 Nos 1087.07 7609.49 10

35 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. 0.00 sqm 1316.26 0.00 9.7275

36 11.28 Providing and fixing 304 - grade stainless steel hand rails of 14-gauge pipes for Ramps or Staircase are made out of stainless steel hallow pipes, using 50mm dia for verticals @1.60 mtr c/c are fixed to the ramps or steps by drilling with bolts and 100mm dia MS base plates 10mm gauge for fixing of Vertical pipes 4 - Nos anchor bolts & 40mm dia pipes are fixed horizontally for 2-rows top, one pipes are fixed with vertical pipes another one are fixed with elbows and 25mm dia pipes are fixed horizontally for 2-rows below top measure @ equal intervals including cutting, welding, bending wherever necessary with suitable caps @ tops, bottoms & corners finishing with mat / shining etc., complete including cost and conveyance of all materials, labour for all items of work, HOM of equipment with all lead and lift, loading and unloading, transportation charges and all other incidental charges etc., complete as per specification and directions of the Engineer-in-charge of the work. Ramps or Staircase for physically challenged. 188.33 Kgs 605.12 113959.22 67.17

37 12.69.20 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc.125mm 42.00 Nos 260.25 10930.50 40

38 Providing and fixing Hold fasts for doors etc complete ( Material Components P.No -A25 I.No 444 ) 42.00 Nos 53.55 2249.10 60

39 12.73.1 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125mm. 14.00 Nos 47.12 659.68 20

40 12.60 Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete 14.00 Nos 1126.69 15773.66 20

41 12.63 Providing and fixing aluminium tower bolts, ISI marked, anodised (an- odic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete 14.00 Nos 139.23 1949.22 20

42 Providing and fixing Screws approved Nails and screws of sizes for structural glazing /ACP Cladding ( Material Components P.No - A28 I.No 548 ) 10.00 Kgs 71.76 717.60 3 689.6554868

43 9.23 Providing and laying flamed finish 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 :** Flamed finish granite stone slab Black, Cat Eye, River Pink or equivalent. 105.49 sqm 2636.80 278161.83 25.2

44 6.31 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar 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. 5.76 cum 8544.44 49215.97

45 11.30.2 Providing & fixing glass panes with putty and glazing clips in steeldoors, windows, clerestory windows, all complete with : 5.5 mm thick glass panes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge. 2.06 Sqm 1347.32 2768.74

46 8.80 Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge: 20 mm to 25 mm wide to required depth. 178.36 m 70.69 12608.27

Asst. Executive Engineer, Executive Engineer,

PWD,SUB DIVISION,Belagavi PWD,DIVISION, Belagavi

ಕೆಲಸದ ಹೆಸರು- ಬೆಳಗಾವಿ ಉತ್ತರ ವಿಧಾನಸಭೆ ಮತಕ್ಷೇತ್ರದ ವ್ಯಾಪ್ತಿಯಲ್ಲಿ ಬರುವ ಸರ್ಕಾರಿ ಸರ್ದಾರ ಹೈಸ್ಕೂಲ್ ಮತ್ತು ಕಾಲೇಜು ಆವರಣದಲ್ಲಿ ಬಹುಮಹಡಿ ಕಟ್ಟಡ ನಿರ್ಮಾಣ ಹಾಗೂ ನವೀಕರಣ ಮಾಡುವದು .

MEASUREMENT SHEET (SECONDFLOOR)

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

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

RCC For Column First Floor slab to Second Floor Slab

17.85 Cum #REF! #REF!

2 Form work for Column

70% OF ABOVE ITEM = 17.85 Cum

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

RCC For Slab Beam

TOTAL = 28.66 Cum #REF! #REF!

4 Form work for Lintel and Beam

60% OF ABOVE ITEM = 28.66 Cum

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

DEDUCT STAIRCASE 1 3.070 6.400 0.150 = -2.95

Total Quantity :- = 64.97 Cum #REF! #REF!

6 Form work for Slab

50% OF ABOVE ITEM = 64.97 Cum

7 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

RCC For Staircase

Total Quantity :- = 3.63 Cum #REF! #REF!

8 Form work for Staircase

50% OF ABOVE ITEM = 3.63 Cum

9 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

2.46 Cum #REF! #REF!

10 Form work for Chajja

45% OF ABOVE ITEM = 2.46 Cum

11 2.11 Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings

COLUMN = 4267.09

LINTEL & CHAJJA = 1799.78

STAIRCASE = 331.47

MID LANDING BEAM = 47.01

18881.18 Kgs #REF! #REF!

SEPARATE SHEET ATTACHED = 18.881 Tone

12 2.1.4 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates

PCC For Window Sill

Corridor parapet

Total up to date Quantity :- = 1.25 Cum #REF! #REF!

13 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.

Corridor parapet

Total up to date Quantity after Ded :- = 95.48 Cum #REF! #REF!

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 1:4 (1 cement :4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.

BBM Partation Wall

Total up to date Quantity after Ded :- = 28.75 Sqm #REF! #REF!

15 11.34A Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding

MS Grill For Window

Corridor parapet

21 Kg Per Sqm :- = 2402.41 Kgs

Total up to date Quantity :- = 2402.41 Kgs #REF! #REF!

16 12.90 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)

Window Shutters

47.25 Sqm #REF! #REF!

17 8.5.2 Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 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.

External Wall Plaster

Column projection 1 7 1.06 2.60 = 19.29

Total up to date Quantity after Ded :- = 463.28 Sqm #REF! #REF!

18 8.1.1 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.

Internal Wall Plaster

Beam Offset 2 6 6.40 0.45 = 34.56

Beam Offset 2 3 3.07 0.23 = 4.24

Girls & Boys toilet 2 2 3.07 3.45 = 42.37

Beam Offset 2 2 1.35 0.45 = 2.43

Girls toilet wc 2 2 1.50 3.45 = 20.70

Boys toilet wc 2 2 1.35 3.45 = 18.63

Total up to date Quantity after Ded :- = 907.62 Sqm #REF! #REF!

19 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.

Girls toilet 1 1 1.46 2.63 = 3.83

Girls toilet wc 1 2 1.50 1.20 = 3.60

Boys toilet wc 1 2 1.35 1.20 = 3.24

Quantity vide as Per Item No 15 = 907.62

Deduction 1312.85 Sqm

Dado Quantity = 94.63

Total up to date Quantity after Deduction :- = 1218.22 Sqm #REF! #REF!

20 9.21.2 Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 600x600 mm

Vitrified tiles Flooring

295.15 Sqm #REF! #REF!

21 9.30 Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications.

Granite Flooring for Steps

20.36 Sqm #REF! #REF!

22 9.11 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete.

Ceramic tiles Flooring

Girls toilet 1 1 1.46 2.63 = 3.83

Girls toilet wc 1 2 1.50 1.20 = 3.60

Boys toilet wc 1 2 1.35 1.20 = 3.24

26.95 Sqm #REF! #REF!

23 9.38 Providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications.

Glazed tiles Dado

Girls toilet 2 1 4.60 2.10 = 19.30

Girls toilet wc 2 2 1.20 2.10 = 10.08

Boys toilet wc 2 2 1.20 2.10 = 10.08

94.63 Sqm #REF! #REF!

24 8.39 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.

Quantity vide as Per Item No 14 =

Total up to date Quantity :- = 1218.22 Sqm #REF! #REF!

25 8.31 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives with pure Acrylic Resin, UV resistant, dirt & pick up resistant, Alkali & Water resistant of required shade: New work (Two coats applied @ 1.43 L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge

Quantity vide as Per Item No 12 = 463.28

Quantity vide as Per Item No 33 = 0.00

Total up to date Quantity :- = 463.28 Sqm #REF! #REF!

26 8.4 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.

Enamel Metal Paint

Corridor parapet

114.40 Sqm #REF! #REF!

27 12.12 Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications

0.479 Cum #REF! #REF!

28 12.15 Providing and fixing in position fully panelled Honne wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. ( excluding cost of fixtures )

Total up to date Quantity :- = 16.91 Sqm #REF! #REF!

29 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

D2 For Toilet 4 5.00 = 20.00

Total up to date Quantity :- = 20.00 Rmt #REF! #REF!

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

D2 For Toilet 4 0.80 2.10 = 6.72

Total up to date Quantity :- = 6.72 Sqm #REF! #REF!

31 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.

Priming & Painting for Wood Surface

Total up to date Quantity :- = 44.47 Sqm #REF! #REF!

32 8.34.1 Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge

Priming for Wood Surface

Total up to date Quantity :- = 44.47 Sqm #REF! #REF!

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

MS Grill For Window

Corridor parapet

34 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications.

Fixing Door Frame

Total up to date Quantity :- = 7.00 Nos #REF! #REF!

35 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.

0.00 Sqm #REF! #REF!

36 11.28 Providing and fixing 304 - grade stainless steel hand rails of 14-gauge pipes for Ramps or Staircase are made out of stainless steel hallow pipes, using 50mm dia for verticals @1.60 mtr c/c are fixed to the ramps or steps by drilling with bolts and 100mm dia MS base plates 10mm gauge for fixing of Vertical pipes 4 - Nos anchor bolts & 40mm dia pipes are fixed horizontally for 2-rows top, one pipes are fixed with vertical pipes another one are fixed with elbows and 25mm dia pipes are fixed horizontally for 2-rows below top measure @ equal intervals including cutting, welding, bending wherever necessary with suitable caps @ tops, bottoms & corners finishing with mat / shining etc., complete including cost and conveyance of all materials, labour for all items of work, HOM of equipment with all lead and lift, loading and unloading, transportation charges and all other incidental charges etc., complete as per specification and directions of the Engineer-in-charge of the work. Ramps or Staircase for physically challenged.

Stainless Steel Railing

Staircase 2 4.65 1.00 = 9.30

10KG/SQ.M = 188.33 KG #REF! #REF!

Providing and fixing following fixtures to doors and windows.

37 12.69.20 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc.125mm

42.00 Nos #REF! #REF!

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

42.00 Nos #REF! #REF!

39 12.73.1 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125mm.

14.00 Nos #REF! #REF!

40 12.60 Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete

14.00 Nos #REF! #REF!

41 12.63 Providing and fixing aluminium tower bolts, ISI marked, anodised (an- odic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete

14.00 Nos #REF! #REF!

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

10.00 kgs #REF! #REF!

43 9.23 Providing and laying flamed finish 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 :** Flamed finish granite stone slab Black, Cat Eye, River Pink or equivalent.

Granite stone flooring

Total qty 105.49 sqm

44 6.31 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar 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.

AAC BLOCKS 150/230/300mm

Total up to date Quantity after deduction :- = 5.76 Cum

45 11.30.2 Providing & fixing glass panes with putty and glazing clips in steeldoors, windows, clerestory windows, all complete with : 5.5 mm thick glass panes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge.

Door ventilator

Total up to date Quantity after deduction :- = 2.06 SQM

46 8.80 Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge: 20 mm to 25 mm wide to required depth.

Front side 2 13 6.86 = 178.36

Asst. Executive Engineer, Executive Engineer,

PWD,SUB DIVISION,Belagavi PWD,DIVISION, Belagavi

ಕೆಲಸದ ಹೆಸರು- ಬೆಳಗಾವಿ ಉತ್ತರ ವಿಧಾನಸಭೆ ಮತಕ್ಷೇತ್ರದ ವ್ಯಾಪ್ತಿಯಲ್ಲಿ ಬರುವ ಸರ್ಕಾರಿ ಸರ್ದಾರ ಹೈಸ್ಕೂಲ್ ಮತ್ತು ಕಾಲೇಜು ಆವರಣದಲ್ಲಿ ಬಹುಮಹಡಿ ಕಟ್ಟಡ ನಿರ್ಮಾಣ ಹಾಗೂ ನವೀಕರಣ ಮಾಡುವದು .

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

1 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 17.85 Cum 7282.82 130025.65 9.1908

2 Form work for Column 17.85 Cum 5097.97 91017.97 9.1908

3 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 28.66 Cum 7282.82 208727.64 17.36316575

4 Form work for Lintel and Beam 28.66 Cum 4369.69 125236.60 17.36316575

5 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 64.97 Cum 7282.82 473199.30 36.44444625

6 Form work for Slab 64.97 Cum 3641.41 236599.68 36.44444625

7 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 3.63 Cum 7282.82 26418.39 2.5472925

8 Form work for Staircase 3.63 Cum 3641.41 13209.20 2.5472925

9 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.46 Cum 7282.82 17915.74 1.03185

10 Form work for Chajja 2.46 Cum 3277.27 8062.08 1.03185

11 2.11 Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings 20.07 t 86730.89 1740384.16 7.482405533

12 2.1.4 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates 1.25 Cum 6647.98 8318.72 0.4991

13 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. 95.479 Cum 8595.76 820710.64 50.980857

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 1:4 (1 cement :4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. 28.75 Sqm 1112.86 31993.61 123.6466

15 11.34A Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding 2402.41 Kgs 181.69 436493.96 920.178

16 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) 47.25 Sqm 7282.82 344113.25 43.818

17 8.5.2 Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 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. 463.28 Sqm 375.28 173858.82 407.40215

18 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. 907.62 Sqm 273.62 248343.42 626.77025

19 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. 1218.22 Sqm 108.15 131750.41 797.95425

20 9.21.2 Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 600x600 mm 295.15 Sqm 1338.90 395176.34 175.5355

21 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. 20.36 Sqm 5760.07 117246.22 16.7625

22 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. 26.95 Sqm 957.13 25797.43 29.08875

23 9.38 Providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. 94.63 Sqm 1502.20 142147.18 83.015

24 8.39 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 1218.22 Sqm 137.35 167322.41 797.95425

25 8.31 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives with pure Acrylic Resin, UV resistant, dirt & pick up resistant, Alkali & Water resistant of required shade: New work (Two coats applied @ 1.43 L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge 463.28 Sqm 192.51 89185.57 407.40215

26 8.4 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 114.40 Sqm 124.37 14227.99 43.818

27 12.12 Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications 0.48 Cum 134324.46 64349.81 0.56296875

28 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 ) 16.91 Sqm 8050.69 136096.91 25.125

29 12.83.2 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer- in-charge 20.0 M 258.48 5169.60 23.6

30 12.53 Providing & fixing 30mm thick factory made rigid foam Panelled Door Shutters made from M.S. tube of 19 gauge thickness, size 19x19mm for stiles and 15x15mm for top & bottom rails, covered with heat moulded PVC C channel of 5mm thick sheet & 30 x 50mm wide to form stiles & 5mm thick & 75mm wide PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick 20mm wide PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet fitted in the M.S. Frame, Sealed to the stiles & rails with 5x30mm PVC sheet beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75 mm Aluminium hinges. 6.72 Sqm 1717.42 11541.06 9

31 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 44.47 Sqm 149.25 6636.77 50.25

32 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 44.47 Sqm 57.32 2548.88 50.25

33 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 114.40 Sqm 150.33 17197.83 50.25

34 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. 7.00 Nos 1097.72 7684.04 10

35 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. 0.00 sqm 1329.16 0.00 9.7275

36 11.28 Providing and fixing 304 - grade stainless steel hand rails of 14-gauge pipes for Ramps or Staircase are made out of stainless steel hallow pipes, using 50mm dia for verticals @1.60 mtr c/c are fixed to the ramps or steps by drilling with bolts and 100mm dia MS base plates 10mm gauge for fixing of Vertical pipes 4 - Nos anchor bolts & 40mm dia pipes are fixed horizontally for 2-rows top, one pipes are fixed with vertical pipes another one are fixed with elbows and 25mm dia pipes are fixed horizontally for 2-rows below top measure @ equal intervals including cutting, welding, bending wherever necessary with suitable caps @ tops, bottoms & corners finishing with mat / shining etc., complete including cost and conveyance of all materials, labour for all items of work, HOM of equipment with all lead and lift, loading and unloading, transportation charges and all other incidental charges etc., complete as per specification and directions of the Engineer-in-charge of the work. Ramps or Staircase for physically challenged. 188.33 Kgs 611.05 115075.99 67.17

37 12.69.20 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc.125mm 42.00 Nos 262.80 11037.60 40

38 Providing and fixing Hold fasts for doors etc complete ( Material Components P.No -A25 I.No 444 ) 42.00 Nos 54.08 2271.36 60

39 12.73.1 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125mm. 14.00 Nos 47.59 666.26 20

40 12.60 Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete 14.00 Nos 1137.74 15928.36 20

41 12.63 Providing and fixing aluminium tower bolts, ISI marked, anodised (an- odic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete 14.00 Nos 140.60 1968.40 20

42 Providing and fixing Screws approved Nails and screws of sizes for structural glazing /ACP Cladding ( Material Components P.No - A28 I.No 548 ) 10.00 Kgs 72.46 724.60 3 706.8522203

43 9.23 Providing and laying flamed finish 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 :** Flamed finish granite stone slab Black, Cat Eye, River Pink or equivalent. 105.49 sqm 2662.65 280888.81 25.2

44 6.31 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar 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. 5.76 cum 8628.21 49698.49

45 11.30.2 Providing & fixing glass panes with putty and glazing clips in steeldoors, windows, clerestory windows, all complete with : 5.5 mm thick glass panes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge. 2.06 Sqm 1360.53 2795.89

46 8.80 Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge: 20 mm to 25 mm wide to required depth. 178.36 m 71.38 12731.34

Asst. Executive Engineer, Executive Engineer,

PWD,SUB DIVISION,Belagavi PWD,DIVISION, Belagavi

ಕೆಲಸದ ಹೆಸರು- ಬೆಳಗಾವಿ ಉತ್ತರ ವಿಧಾನಸಭೆ ಮತಕ್ಷೇತ್ರದ ವ್ಯಾಪ್ತಿಯಲ್ಲಿ ಬರುವ ಸರ್ಕಾರಿ ಸರ್ದಾರ ಹೈಸ್ಕೂಲ್ ಮತ್ತು ಕಾಲೇಜು ಆವರಣದಲ್ಲಿ ಬಹುಮಹಡಿ ಕಟ್ಟಡ ನಿರ್ಮಾಣ ಹಾಗೂ ನವೀಕರಣ ಮಾಡುವದು .

MEASUREMENT SHEET ( THIRD FLOOR )

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

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

RCC For Column First Floor slab to Second Floor Slab

17.85 Cum #REF! #REF!

2 Form work for Column

70% OF ABOVE ITEM = 17.85 Cum

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

PARTITION WALL 0.00

RCC For Slab Beam

TOTAL = 28.66 Cum #REF! #REF!

4 Form work for Lintel and Beam

60% OF ABOVE ITEM = 28.66 Cum

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

DEDUCT STAIRCASE 1 3.070 6.400 0.150 = -2.95

Total Quantity :- = 64.97 Cum #REF! #REF!

6 Form work for Slab

50% OF ABOVE ITEM = 64.97 Cum

7 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

RCC For Staircase

Total Quantity :- = 3.63 Cum #REF! #REF!

8 Form work for Staircase

50% OF ABOVE ITEM = 3.63 Cum

9 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

2.46 Cum #REF! #REF!

10 Form work for Chajja

45% OF ABOVE ITEM = 2.46 Cum

11 2.11 Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings

LINTEL & CHAJJA = 1799.78 1799.78

STAIRCASE = 331.47 331.47

MID LANDING BEAM = 47.01 47.01

SEPARATE SHEET ATTACHED = 20.066 Tone

12 2.1.4 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates

PCC For Window Sill

Corridor parapet

Total up to date Quantity :- = 1.25 Cum #REF! #REF!

13 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.

Corridor parapet

Total up to date Quantity after Ded :- = 95.48 Cum #REF! #REF!

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 1:4 (1 cement :4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.

BBM Partation Wall

Total up to date Quantity after Ded :- = 28.75 Sqm #REF! #REF!

15 11.34A Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding

MS Grill For Window

Corridor parapet

21 Kg Per Sqm :- = 2402.41 Kgs

Total up to date Quantity :- = 2402.41 Kgs #REF! #REF!

16 12.90 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)

Window Shutters

47.25 Sqm #REF! #REF!

17 8.5.2 Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 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.

External Wall Plaster

Column projection 1 7 1.06 2.60 = 19.29

Total up to date Quantity after Ded :- = 463.28 Sqm #REF! #REF!

18 8.1.1 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.

Internal Wall Plaster

Beam Offset 2 6 6.40 0.45 = 34.56

Beam Offset 2 3 3.07 0.23 = 4.24

Girls & Boys toilet 2 2 3.07 3.45 = 42.37

Beam Offset 2 2 1.35 0.45 = 2.43

Girls toilet wc 2 2 1.50 3.45 = 20.70

Boys toilet wc 2 2 1.35 3.45 = 18.63

Total up to date Quantity after Ded :- = 907.62 Sqm #REF! #REF!

19 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.

Girls toilet 1 1 1.46 2.63 = 3.83

Girls toilet wc 1 2 1.50 1.20 = 3.60

Boys toilet wc 1 2 1.35 1.20 = 3.24

Quantity vide as Per Item No 15 = 907.62

Deduction 1312.85 Sqm

Dado Quantity = 94.63

Total up to date Quantity after Deduction :- = 1218.22 Sqm #REF! #REF!

20 9.21.2 Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 600x600 mm

Vitrified tiles Flooring

295.15 Sqm #REF! #REF!

21 9.30 Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications.

Granite Flooring for Steps

20.36 Sqm #REF! #REF!

22 9.11 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete.

Ceramic tiles Flooring

Girls toilet 1 1 1.46 2.63 = 3.83

Girls toilet wc 1 2 1.50 1.20 = 3.60

Boys toilet wc 1 2 1.35 1.20 = 3.24

26.95 Sqm #REF! #REF!

23 9.38 Providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications.

Glazed tiles Dado

Girls toilet 2 1 4.60 2.10 = 19.30

Girls toilet wc 2 2 1.20 2.10 = 10.08

Boys toilet wc 2 2 1.20 2.10 = 10.08

94.63 Sqm #REF! #REF!

24 8.39 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.

Quantity vide as Per Item No 14 =

Total up to date Quantity :- = 1218.22 Sqm #REF! #REF!

25 8.31 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives with pure Acrylic Resin, UV resistant, dirt & pick up resistant, Alkali & Water resistant of required shade: New work (Two coats applied @ 1.43 L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge

Quantity vide as Per Item No 12 = 463.28

Quantity vide as Per Item No 33 = 0.00

Total up to date Quantity :- = 463.28 Sqm #REF! #REF!

26 8.4 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.

Enamel Metal Paint

Corridor parapet

114.40 Sqm #REF! #REF!

27 12.12 Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications

0.479 Cum #REF! #REF!

28 12.15 Providing and fixing in position fully panelled Honne wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. ( excluding cost of fixtures )

Total up to date Quantity :- = 16.91 Sqm #REF! #REF!

29 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

D2 For Toilet 4 5.00 = 20.00

Total up to date Quantity :- = 20.00 Rmt #REF! #REF!

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

D2 For Toilet 4 0.80 2.10 = 6.72

Total up to date Quantity :- = 6.72 Sqm #REF! #REF!

31 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.

Priming & Painting for Wood Surface

Total up to date Quantity :- = 44.47 Sqm #REF! #REF!

32 8.34.1 Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge

Priming for Wood Surface

Total up to date Quantity :- = 44.47 Sqm #REF! #REF!

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

MS Grill For Window

Corridor parapet

34 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications.

Fixing Door Frame

Total up to date Quantity :- = 7.00 Nos #REF! #REF!

35 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.

0.00 Sqm #REF! #REF!

36 11.28 Providing and fixing 304 - grade stainless steel hand rails of 14-gauge pipes for Ramps or Staircase are made out of stainless steel hallow pipes, using 50mm dia for verticals @1.60 mtr c/c are fixed to the ramps or steps by drilling with bolts and 100mm dia MS base plates 10mm gauge for fixing of Vertical pipes 4 - Nos anchor bolts & 40mm dia pipes are fixed horizontally for 2-rows top, one pipes are fixed with vertical pipes another one are fixed with elbows and 25mm dia pipes are fixed horizontally for 2-rows below top measure @ equal intervals including cutting, welding, bending wherever necessary with suitable caps @ tops, bottoms & corners finishing with mat / shining etc., complete including cost and conveyance of all materials, labour for all items of work, HOM of equipment with all lead and lift, loading and unloading, transportation charges and all other incidental charges etc., complete as per specification and directions of the Engineer-in-charge of the work. Ramps or Staircase for physically challenged.

Stainless Steel Railing

Staircase 2 4.65 1.0 = 9.30

10KG/SQ.M = 188.33 KG #REF! #REF!

Providing and fixing following fixtures to doors and windows.

37 12.69.20 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc.125mm

42.00 Nos #REF! #REF!

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

42.00 Nos #REF! #REF!

39 12.73.1 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125mm.

14.00 Nos #REF! #REF!

40 12.60 Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete

14.00 Nos #REF! #REF!

41 12.63 Providing and fixing aluminium tower bolts, ISI marked, anodised (an- odic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete

14.00 Nos #REF! #REF!

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

10.00 kgs #REF! #REF!

43 9.23 Providing and laying flamed finish 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 :** Flamed finish granite stone slab Black, Cat Eye, River Pink or equivalent.

Granite stone flooring

Total qty 105.49 sqm

44 6.31 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar 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.

AAC BLOCKS 150/230/300mm

Total up to date Quantity after deduction :- = 5.76 Cum

45 11.30.2 Providing & fixing glass panes with putty and glazing clips in steeldoors, windows, clerestory windows, all complete with : 5.5 mm thick glass panes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge.

Door ventilator

Total up to date Quantity after deduction :- = 2.06 SQM

46 8.80 Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge: 20 mm to 25 mm wide to required depth.

Front side 2 13 6.86 = 178.36

Asst. Executive Engineer, Executive Engineer,

PWD,SUB DIVISION,Belagavi PWD,DIVISION, Belagavi

ಕೆಲಸದ ಹೆಸರು- ಬೆಳಗಾವಿ ಉತ್ತರ ವಿಧಾನಸಭೆ ಮತಕ್ಷೇತ್ರದ ವ್ಯಾಪ್ತಿಯಲ್ಲಿ ಬರುವ ಸರ್ಕಾರಿ ಸರ್ದಾರ ಹೈಸ್ಕೂಲ್ ಮತ್ತು ಕಾಲೇಜು ಆವರಣದಲ್ಲಿ ಬಹುಮಹಡಿ ಕಟ್ಟಡ ನಿರ್ಮಾಣ ಹಾಗೂ ನವೀಕರಣ ಮಾಡುವದು .

THIRD FLOOR (PARAPET, WATER PROOFING AND HEAD ROOM)

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

1 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 6.36 Cum 7353.53 46790.50

2 Form work for Column 6.36 Cum 5147.47 32753.35

3 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 5.10 Cum 7353.53 37514.49

4 ADD FORMWORK FOR SLAB BEAM 1.47 Cum 4412.12 6482.26

5 ADD FORMWORK FOR SLAB 3.63 Cum 3676.76 13355.37

6 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 0.10 Cum 7353.53 716.97

7 Form work for Chajja 0.10 Cum 3309.09 322.64

8 2.11 Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings 1.027 t 87572.94 89911.67

9 2.1.4 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates. 1.81 Cum 6712.52 12181.22

10 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. 34.97 Cum 8679.22 303529.59

11 8.5.2 Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 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. 387.15 Sqm 378.92 146700.05

12 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. 48.09 Sqm 276.28 13286.39

13 8.31 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives with pure Acrylic Resin, UV resistant, dirt & pick up resistant, Alkali & Water resistant of required shade: New work (Two coats applied @ 1.43 L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge 387.15 Sqm 194.38 75252.47

14 9.21.2 Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 600x600 mm 4.91 Sqm 1351.90 6640.51

15 8.39 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 67.74 Sqm 138.68 9394.32

16 12.12 Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications 0.06 Cum 135628.58 8010.56

17 12.15 Providing and fixing in position fully panelled Honne wood shutters forN doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. ( excluding cost of fixtures ) 2.21 Sqm 8128.85 17924.11

18 8.34.1 Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 5.51 Sqm 57.88 319.04

19 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 5.51 Sqm 150.70 830.71

20 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. 1.00 Nos 1108.38 1108.38

21 12.69.2 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc.125mm 6.00 Nos 265.36 1592.14

22 Providing and fixing Hold fasts M.S. for doors etc complete (Material Components P.No -A25 I.No 444 ) 6.00 Nos 54.60 327.60

23 12.73.1 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125mm 2.00 Nos 48.05 96.10

24 12.60 Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. 1.00 Nos 1148.78 1148.78

25 12.63 Providing and fixing aluminium tower bolts, ISI marked, anodised (an- odic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete 1.00 Nos 141.96 141.96

26 Providing and fixing Screws approved make SS Screws of sizes for structural glazing /ACP Cladding (Material Components P.No - A28 I.No 548) 0.50 Kgs 73.16 36.58

27 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 452.81 Sqm 892.16 403983.37

Asst. Executive Engineer, Executive Engineer,

PWD,SUB DIVISION,Belagavi PWD,DIVISION, Belagavi

28 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation asapproved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 g/m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineer in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required 0.00 SQM 620.26 0.00

29 Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. 0.00 KG 160.52 0.00

30 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 0.00 Sqm 151.79 0.00

ಕೆಲಸದ ಹೆಸರು- ಬೆಳಗಾವಿ ಉತ್ತರ ವಿಧಾನಸಭೆ ಮತಕ್ಷೇತ್ರದ ವ್ಯಾಪ್ತಿಯಲ್ಲಿ ಬರುವ ಸರ್ಕಾರಿ ಸರ್ದಾರ ಹೈಸ್ಕೂಲ್ ಮತ್ತು ಕಾಲೇಜು ಆವರಣದಲ್ಲಿ ಬಹುಮಹಡಿ ಕಟ್ಟಡ ನಿರ್ಮಾಣ ಹಾಗೂ ನವೀಕರಣ ಮಾಡುವದು .

MEASUREMENT SHEET (PARAPET and HEAD ROOM)

It.No. Description of items. Qty. Unit

THIRD FLOOR (PARAPET)

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

RCC For Dummy Column

RCC For Column For Staircase Head room

Total up to date Quantity :- = 6.36 Cum

2 Form work for Column

70% OF ABOVE ITEM = 6.36 Cum

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

RCC For Staircase SLAB

RCC For Roof Beam

Total up to date Quantity :- 5.10 Cum

4 ADD FORMWORK FOR SLAB BEAM

60% OF ABOVE ITEM = 1.47 Cum

5 ADD FORMWORK FOR SLAB

50% OF ABOVE ITEM = 3.63 Cum

6 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

7 Form work for Chajja

45% OF ABOVE ITEM = 0.10 Cum

8 2.11 Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings

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

SEPARATE SHEET ENCLOSED :- = 1.026706074 Tone

9 2.1.4 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates.

PCC For Parapet Wall

Total up to date Quantity :- = 1.81 Cum

10 6.8 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.

BBM 230 Thk for Parapet Wall

BBM 230 Thk for HEAD ROOM

BBM 230 Thk for Parapet Wall

Total up to date :- = 34.97 Cum

11 8.5.2 Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 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.

External Wall Plaster For Parapet Wall

Parapet External side Side & Top

HEAD ROOM PARAPET

Total up to date Quantity :- = 387.15 Sqm

12 8.1.1 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.

Internal Wall Plaster

Parapet Internal Side & Top

13 8.31 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives with pure Acrylic Resin, UV resistant, dirt & pick up resistant, Alkali & Water resistant of required shade: New work (Two coats applied @ 1.43 L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge

Quantity vide as Per Item No 8 = 387.15

Total up to date Quantity :- = 387.15 Sqm

14 9.21.2 Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 600x600 mm

Vitrified tiles Flooring

15 8.39 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.

HEAD ROOM CEILING

Quantity vide as Per Item No 9 = 48.09

Total up to date Quantity :- = 67.74 Sqm

16 12.12 Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications

17 12.15 Providing and fixing in position fully panelled Honne wood shutters forN doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. ( excluding cost of fixtures )

Total up to date Quantity :- = 2.21 Sqm

18 8.34.1 Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.

Priming Coat For Wood Surface

Total up to date Quantity :- = 5.51 Sqm

19 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.

Painting for Wood Surface

Total up to date Quantity :- = 5.51 Sqm

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

Fixing Door Frame

Total up to date Quantity :- = 1.00 Nos

Providing and fixing following fixtures to doors and windows.

21 12.69.2 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc.125mm

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

23 12.73.1 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125mm

24 12.60 Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete.

25 12.63 Providing and fixing aluminium tower bolts, ISI marked, anodised (an- odic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete

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

27 15.1 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6kg per m2 to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge

From C1 - C30 TO C11 - C33

Total up to date Quantity :- = 452.81 Sqm

Asst. Executive Engineer, Executive Engineer,

PWD,SUB DIVISION,Belagavi PWD,DIVISION, Belagavi

28 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation asapproved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 g/m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineer in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required 9 0.23 45.95 95.12 96.02

Total up to date Quantity :- = 1279.95 Sqm

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

Vertical supports ( front side) (100x 100 mm (8 kg/m) 33 4.200 8.000 1108.80 139.160

Vertical supports ( Rear side) (100x 100 mm (8 kg/m) 33 3.000 8.000 792.00

Total up to date Quantity :- = 15164.41 Kg

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

Vertical supports ( Rear side) 33 3.000 0.400 39.60 400.000

Total up to date Quantity :- = 846.82 Sqm

ಕೆಲಸದ ಹೆಸರು- ಬೆಳಗಾವಿ ಉತ್ತರ ವಿಧಾನಸಭೆ ಮತಕ್ಷೇತ್ರದ ವ್ಯಾಪ್ತಿಯಲ್ಲಿ ಬರುವ ಸರ್ಕಾರಿ ಸರ್ದಾರ ಹೈಸ್ಕೂಲ್ ಮತ್ತು ಕಾಲೇಜು ಆವರಣದಲ್ಲಿ ಬಹುಮಹಡಿ ಕಟ್ಟಡ ನಿರ್ಮಾಣ ಹಾಗೂ ನವೀಕರಣ ಮಾಡುವದು .

RATE ANALYSIS ( GROUND FLOOR , FIRST FLOOR, SECOND FLOOR, THIRD FLOOR, HEAD ROOM AND PARAPET )

It.No. Description of items. Unit Volume Page No Item No Basic Rate S.R 2024-25 Diffrence in cost Total - 1 Add for Formwork Area Weightage 5 % Rate For GF Add Lift charges Total 10 + 13 Add for Formwork Area Weightage 5 % Rate For FF Add Lift charges Total 10 + 13 Add for Formwork Area Weightage 5 % Rate For SF Add Lift charges Total 10 + 13 Add for Formwork Area Weightage 5 % Rate For TF

Const Rate Amount % Amount % Amount % Amount % Amount

1 1.12 Earth work in surface excavation by mechanical means for lowering &leveling the ground for all works other than foundation in all kinds ofsoils & upto depth not exceeding 300mm as per drawing and technicalspecifications, including setting out, shoring, strutting,barricading,caution lights, removal of stumps and other deleterious matter includingdressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radiusof 50 m and lift upto 1.5 m including cost of labour, tools, usage ofmachinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth Cum 1 36 1.12 95.00 95.00 4.75 99.75

2 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 1 8 1.14.1 102.00 102.00 5.10 107.10

3 4.1 Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications. Sqm 2 5 4.1 118.00 118.00 5.90 123.90

4 1.23 Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications. Cum 1 11 1.23 2682.00 2682.00 134.10 2816.10

5 2.1.3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates. Cum 1 15 2.1.3 5918.00 5918.00 295.90 6213.90

6 2.2.3 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 1 15 2.2.3 6227.00 6227.00 311.35 6538.35

9 2.4.3 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 1 16 2.4.3 6227.00 6227.00 311.35 6538.35 9807.53

11 2.4.3 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregate Cum 1 16 2.4.3 6227.00 6227.00 311.35 6538.35

13 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 1 16 2.5.2 6734.00 6734.00 336.70 7070.70

15 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 1 16 2.5.2 6734.00 6734.00 336.70 7070.70

17 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 1 16 2.5.2 6734.00 6734.00 336.70 7070.70

19 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 1 16 2.5.2 6734.00 6734.00 336.70 7070.70

21 5.1.1 Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 2 9 5.1.1 5585.00 5585.00 279.25 5864.25

22 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 1 16 2.5.2 6734.00 6734.00 336.70 7070.70

24 1.9 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.. Cum 1 7 1.9 266.00 266.00 13.30 279.30

25 2.11 Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings t 1 18 2.11 80195.00 80195.00 4009.75 84204.75

26 2.1.4 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates Cum 1 15 2.1.4 6147.00 6147.00 307.35 6454.35

27 6.8 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 2 14 6.8 7948.00 7948.00 397.40 8345.40

28 11.34A Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding Kgs 2 86 11.34A 168.00 168.00 8.40 176.40

29 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) Sqm 2 110 12.90 6734.00 6734.00 336.70 7070.70

30 8.3.1 Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 2 41 8.3.1 351.00 351.00 17.55 368.55

31 8.5.2 Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 2 42 8.5.2 347.00 347.00 17.35 364.35

32 8.1.1 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 2 41 8.1.1 253.00 253.00 12.65 265.65

33 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. Sqm 2 50 8.51 100.00 100.00 5.00 105.00

34 9.21.2 Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 600x600 mm Sqm 2 62 9.21.2 1238.00 1238.00 61.90 1299.90

35 9.30 Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. Sqm 2 64 9.30 5326.00 5326.00 266.30 5592.30

36 9.23 Providing and laying flamed finish 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 :** Flamed finish granite stone slab Black, Cat Eye, River Pink or equivalent. Sqm 2 62 9.23 2462.00 2462.00 123.10 2585.10

37 8.39 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 2 48 8.39 127.00 127.00 6.35 133.35

38 8.31 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives with pure Acrylic Resin, UV resistant, dirt & pick up resistant, Alkali & Water resistant of required shade: New work (Two coats applied @ 1.43 L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge Sqm 2 46 8.31 178.00 178.00 8.90 186.90

39 8.40 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 2 48 8.40 115.00 115.00 5.75 120.75

40 12.12 Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications Cum 2 99 12.12 124202.00 124202.00 6210.10 130412.10 12.13.1 98815.00

41 12.15 Providing and fixing in position fully panelled Honne wood shutters forN doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. ( excluding cost of fixtures ) Sqm 2 100 12.15 7444.00 7444.00 372.20 7816.20

42 8.34.1 Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge Sqm 2 46 8.34.1 53.00 53.00 2.65 55.65

43 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 2 46 8.33.2 138.00 138.00 6.90 144.90

44 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 2 139 8.33.3 139.00 139.00 6.95 145.95 9.00 1.39 140.39 7.02 147.41

45 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. Nos 2 104 12.51 1015.00 1015.00 50.75 1065.75

46 8.16 a Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixed with chicken mesh for drop chajja,facia, backing to cup boards including cost of all materials, labour, providing and removing form work usage charges, curing, complete as per specifications. sqm 2 43 8.16a 1229.00 1229.00 61.45 1290.45

47 11.28 Providing and fixing 304 - grade stainless steel hand rails of 14-gauge pipes for Ramps or Staircase are made out of stainless steel hallow pipes, using 50mm dia for verticals @1.60 mtr c/c are fixed to the ramps or steps by drilling with bolts and 100mm dia MS base plates 10mm gauge for fixing of Vertical pipes 4 - Nos anchor bolts & 40mm dia pipes are fixed horizontally for 2-rows top, one pipes are fixed with vertical pipes another one are fixed with elbows and 25mm dia pipes are fixed horizontally for 2-rows below top measure @ equal intervals including cutting, welding, bending wherever necessary with suitable caps @ tops, bottoms & corners finishing with mat / shining etc., complete including cost and conveyance of all materials, labour for all items of work, HOM of equipment with all lead and lift, loading and unloading, transportation charges and all other incidental charges etc., complete as per specification and directions of the Engineer-in-charge of the work. Ramps or Staircase for physically challenged. Kgs 2 83 11.28 565.00 565.00 28.25 593.25

48 12.69.2 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc.125mm Nos 2 108 12.69.2 243.00 243.00 12.15 255.15

49 Providing and fixing Hold fasts for doors etc complete ( Material Components P.No -A25 I.No 444 ) Nos 2 A-25 444.00 50.00 50.00 2.50 52.50

50 12.73.1 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125mm Nos 2 107 12.73.1 44.00 44.00 2.20 46.20

51 12.60 Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. Nos 2 105 12.60 1052.00 1052.00 52.60 1104.60

52 12.63 Providing and fixing aluminium tower bolts, ISI marked, anodised (an- odic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete Nos 2 105 12.63 130.00 130.00 6.50 136.50

53 Providing and fixing Screws approved Nails and screws of sizes for structural glazing /ACP Cladding ( Material Components P.No - A28 I.No 548 ) Kgs 2 A-28 548 67.00 67.00 3.35 70.35

54 6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:4 (1 cement :4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Sqm 2 14 6.15 1029.00 1029.00 51.45 1080.45

55 9.11 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete. Sqm 2 60 9.11 885.00 885.00 44.25 929.25

56 9.38 Providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. Sqm 2 65 9.38 1389.00 1389.00 69.45 1458.45

57 8.80 Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge: 20 mm to 25 mm wide to required depth. m 2 54 8.8 66.00 66.00 3.30 69.30

58 12.83.2 Providing and fixing factory made uPVC door frame made of uPVCextruded sections having an overall dimension as below (tolerance ± 1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer- in-charge M 2 108 12.83.2 239.00 239.00 11.95 250.95

59 12.53 Providing & fixing 30mm thick factory made rigid foam Panelled Door Shutters made from M.S. tube of 19 gauge thickness, size 19x19mm for stiles and 15x15mm for top & bottom rails, covered with heat moulded PVC C channel of 5mm thick sheet & 30 x 50mm wide to form stiles & 5mm thick & 75mm wide PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick 20mm wide PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet fitted in the M.S. Frame, Sealed to the stiles & rails with 5x30mm PVC sheet beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75 mm Aluminium hinges. Sqm 2 104 12.53 1588.00 1588.00 79.40 1667.40

60 6.31 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. cum 2 17 6.31 7978.00 7978.00 398.90 8376.90

61 11.30.2 Providing & fixing glass panes with putty and glazing clips in steeldoors, windows, clerestory windows, all complete with : 5.5 mm thick glass panes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge. Sqm 2 85 11.30.2 1258.00 1258.00 62.90 1320.90

62 7.28.1 Providing & fixing 10 mm thick plaster of Paris (gypsum anhydrous) ceiling up to a height of 5 m above floor level, over first class kail wood strips 25x6mm with 10 mm gap in between and reinforced with rabbit wire mesh fixed to wooden frame. Flat surfaces Sqm 2 24 7.28.1 1274.00 1274.00 63.70 1337.70

63 8.16.2 Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment Plaster mesh 150mm wide m 2 43 8.16.2 38.00 38.00 1.90 39.90

63 4.1 401 granular Sub-Base A Plant Mix Method Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. v) For Grading -V Material. cum 3 23 4.10 2487.00 2487.00 124.35 2611.35

64 9.25 Providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. Sqm 2 63 9.25 800.00 800.00 40.00 840.00

FIRST FLOOR 1% HRF HRF

1 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 1 16 2.5.2 6734.00 67.34 6801.34 340.07 7141.41

3 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 1 16 2.5.2 6734.00 67.34 6801.34 340.07 7141.41

5 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 1 16 2.5.2 6734.00 67.34 6801.34 340.07 7141.41

7 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 1 16 2.5.2 6734.00 67.34 6801.34 340.07 7141.41

9 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 1 16 2.5.2 6734.00 67.34 6801.34 340.07 7141.41

11 2.11 Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings t 1 18 2.11 80195.00 801.95 80996.95 4049.85 85046.80

12 2.1.4 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates Cum 1 15 2.1.4 6147.00 61.47 6208.47 310.42 6518.89

13 6.8 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 2 14 6.8 7948.00 79.48 8027.48 401.37 8428.85

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 1:4 (1 cement :4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Sqm 2 14 6.15 1029.00 10.29 1039.29 51.96 1091.25

15 11.34A Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding Kgs 2 86 11.34A 168.00 1.68 169.68 8.48 178.16

16 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) Sqm 2 110 12.90 6734.00 67.34 6801.34 340.07 7141.41

17 8.5.2 Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 2 42 8.5.2 347.00 3.47 350.47 17.52 367.99

18 8.1.1 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 2 41 8.1.1 253.00 2.53 255.53 12.78 268.31

19 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. Sqm 2 50 8.51 100.00 1.00 101.00 5.05 106.05

20 9.21.2 Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 600x600 mm Sqm 2 62 9.21.2 1238.00 12.38 1250.38 62.52 1312.90

21 9.30 Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. Sqm 2 64 9.30 5326.00 53.26 5379.26 268.96 5648.22

22 9.11 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete. Sqm 2 60 9.11 885.00 8.85 893.85 44.69 938.54

23 9.38 Providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. Sqm 2 65 9.38 1389.00 13.89 1402.89 70.14 1473.03

24 8.39 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 2 48 8.39 127.00 1.27 128.27 6.41 134.68

25 8.31 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives with pure Acrylic Resin, UV resistant, dirt & pick up resistant, Alkali & Water resistant of required shade: New work (Two coats applied @ 1.43 L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge Sqm 2 46 8.31 178.00 1.78 179.78 8.99 188.77

26 8.4 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 2 48 8.40 115.00 1.15 116.15 5.81 121.96

27 12.12 Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications Cum 2 99 12.12 124202.00 1242.02 125444.02 6272.20 131716.22

28 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 ) Sqm 2 100 12.15 7444.00 74.44 7518.44 375.92 7894.36

29 12.83.2 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer- in-charge M 2 108 12.83.2 239.00 2.39 241.39 12.07 253.46

30 12.53 Providing & fixing 30mm thick factory made rigid foam Panelled Door Shutters made from M.S. tube of 19 gauge thickness, size 19x19mm for stiles and 15x15mm for top & bottom rails, covered with heat moulded PVC C channel of 5mm thick sheet & 30 x 50mm wide to form stiles & 5mm thick & 75mm wide PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick 20mm wide PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet fitted in the M.S. Frame, Sealed to the stiles & rails with 5x30mm PVC sheet beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75 mm Aluminium hinges. Sqm 2 104 12.53 1588.00 15.88 1603.88 80.19 1684.07

31 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 2 46 8.33.2 138.00 1.38 139.38 6.97 146.35

32 8.34.1 Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge Sqm 2 46 8.34.1 53.00 0.53 53.53 2.68 56.21

33 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 2 139 8.33.3 139.00 1.39 140.39 7.02 147.41 9.00 1.40 141.79 7.09 148.88

33 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. Nos 2 104 12.51 1015.00 10.15 1025.15 51.26 1076.41

34 8.16 a Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixed with chicken mesh for drop chajja,facia, backing to cup boards including cost of all materials, labour, providing and removing form work usage charges, curing, complete as per specifications. sqm 2 43 8.16a 1229.00 12.29 1241.29 62.06 1303.35

35 11.28 Providing and fixing 304 - grade stainless steel hand rails of 14-gauge pipes for Ramps or Staircase are made out of stainless steel hallow pipes, using 50mm dia for verticals @1.60 mtr c/c are fixed to the ramps or steps by drilling with bolts and 100mm dia MS base plates 10mm gauge for fixing of Vertical pipes 4 - Nos anchor bolts & 40mm dia pipes are fixed horizontally for 2-rows top, one pipes are fixed with vertical pipes another one are fixed with elbows and 25mm dia pipes are fixed horizontally for 2-rows below top measure @ equal intervals including cutting, welding, bending wherever necessary with suitable caps @ tops, bottoms & corners finishing with mat / shining etc., complete including cost and conveyance of all materials, labour for all items of work, HOM of equipment with all lead and lift, loading and unloading, transportation charges and all other incidental charges etc., complete as per specification and directions of the Engineer-in-charge of the work. Ramps or Staircase for physically challenged. Kgs 2 83 11.28 565.00 5.65 570.65 28.53 599.18

36 12.69.20 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc.125mm Nos 2 108 12.69.2 243.00 2.43 245.43 12.27 257.70

37 Providing and fixing Hold fasts for doors etc complete ( Material Components P.No -A25 I.No 444 ) Nos 2 A-25 444.00 50.00 0.50 50.50 2.53 53.03

38 12.73.1 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125mm Nos 2 107 12.73.1 44.00 0.44 44.44 2.22 46.66

39 12.60 Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete Nos 2 105 12.60 1052.00 10.52 1062.52 53.13 1115.65

40 12.63 Providing and fixing aluminium tower bolts, ISI marked, anodised (an- odic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete Nos 2 105 12.63 130.00 1.30 131.30 6.57 137.87

41 Providing and fixing Screws approved Nails and screws of sizes for structural glazing /ACP Cladding ( Material Components P.No - A28 I.No 548 ) Kgs 2 A-28 548 67.00 0.67 67.67 3.38 71.05

42 9.23 Providing and laying flamed finish 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 :** Flamed finish granite stone slab Black, Cat Eye, River Pink or equivalent. sqm 2 62 9.23 2462.00 24.62 2486.62 124.33 2610.95

43 6.31 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. cum 2 17 6.31 7978.00 79.78 8057.78 402.89 8460.67

44 11.30.2 Providing & fixing glass panes with putty and glazing clips in steeldoors, windows, clerestory windows, all complete with : 5.5 mm thick glass panes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge. Sqm 2.00 85 11.30.2 1258.00 12.58 1270.58 63.53 1334.11

45 8.80 Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge: 20 mm to 25 mm wide to required depth. m 2.00 54 8.80 66.00 0.66 66.66 3.33 69.99

SECOND FLOOR 2% HRF HRF

1 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 1 16 2.5.2 6734.00 134.68 6868.68 343.43 7212.11

3 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 1 16 2.5.2 6734.00 134.68 6868.68 343.43 7212.11

5 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 1 16 2.5.2 6734.00 134.68 6868.68 343.43 7212.11

7 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 1 16 2.5.2 6734.00 134.68 6868.68 343.43 7212.11

9 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 1 16 2.5.2 6734.00 134.68 6868.68 343.43 7212.11

11 2.11 Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings t 1 18 2.11 80195.00 1603.90 81798.90 4089.95 85888.85

12 2.1.4 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates Cum 1 15 2.1.4 6147.00 122.94 6269.94 313.50 6583.44

13 6.8 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 2 14 6.8 7948.00 158.96 8106.96 405.35 8512.31

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 1:4 (1 cement :4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Sqm 2 14 6.15 1029.00 20.58 1049.58 52.48 1102.06

15 11.34A Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding Kgs 2 86 11.34A 168.00 3.36 171.36 8.57 179.93

16 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) Sqm 2 110 12.90 6734.00 134.68 6868.68 343.43 7212.11

17 8.5.2 Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 2 42 8.5.2 347.00 6.94 353.94 17.70 371.64

18 8.1.1 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 2 41 8.1.1 253.00 5.06 258.06 12.90 270.96

19 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. Sqm 2 50 8.51 100.00 2.00 102.00 5.10 107.10

20 9.21.2 Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 600x600 mm Sqm 2 62 9.21.2 1238.00 24.76 1262.76 63.14 1325.90

21 9.30 Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. Sqm 2 64 9.30 5326.00 106.52 5432.52 271.63 5704.15

22 9.11 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete. Sqm 2 60 9.11 885.00 17.70 902.70 45.14 947.84

23 9.38 Providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. Sqm 2 65 9.38 1389.00 27.78 1416.78 70.84 1487.62

24 8.39 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 2 48 8.39 127.00 2.54 129.54 6.48 136.02

25 8.31 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives with pure Acrylic Resin, UV resistant, dirt & pick up resistant, Alkali & Water resistant of required shade: New work (Two coats applied @ 1.43 L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge Sqm 2 46 8.31 178.00 3.56 181.56 9.08 190.64

26 8.4 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 2 48 8.40 115.00 2.30 117.30 5.87 123.17

27 12.12 Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications Cum 2 99 12.12 124202.00 2484.04 126686.04 6334.30 133020.34

28 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 ) Sqm 2 100 12.15 7444.00 148.88 7592.88 379.64 7972.52

29 12.83.2 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer- in-charge M 2 108 12.83.2 239.00 4.78 243.78 12.19 255.97

30 12.53 Providing & fixing 30mm thick factory made rigid foam Panelled Door Shutters made from M.S. tube of 19 gauge thickness, size 19x19mm for stiles and 15x15mm for top & bottom rails, covered with heat moulded PVC C channel of 5mm thick sheet & 30 x 50mm wide to form stiles & 5mm thick & 75mm wide PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick 20mm wide PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet fitted in the M.S. Frame, Sealed to the stiles & rails with 5x30mm PVC sheet beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75 mm Aluminium hinges. Sqm 2 104 12.53 1588.00 31.76 1619.76 80.99 1700.75

31 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 2 46 8.33.2 138.00 2.76 140.76 7.04 147.80

32 8.31 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives with pure Acrylic Resin, UV resistant, dirt & pick up resistant, Alkali & Water resistant of required shade: New work (Two coats applied @ 1.43 L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge Sqm 2 46 8.34.1 53.00 1.06 54.06 2.70 56.76

33 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 2 139 8.33.3 139.00 2.78 141.78 7.09 148.87 9.00 1.42 143.20 7.16 150.36

33 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. Nos 2 104 12.51 1015.00 20.30 1035.30 51.77 1087.07

34 8.16 a Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixed with chicken mesh for drop chajja,facia, backing to cup boards including cost of all materials, labour, providing and removing form work usage charges, curing, complete as per specifications. sqm 2 43 8.16a 1229.00 24.58 1253.58 62.68 1316.26

35 11.28 Providing and fixing 304 - grade stainless steel hand rails of 14-gauge pipes for Ramps or Staircase are made out of stainless steel hallow pipes, using 50mm dia for verticals @1.60 mtr c/c are fixed to the ramps or steps by drilling with bolts and 100mm dia MS base plates 10mm gauge for fixing of Vertical pipes 4 - Nos anchor bolts & 40mm dia pipes are fixed horizontally for 2-rows top, one pipes are fixed with vertical pipes another one are fixed with elbows and 25mm dia pipes are fixed horizontally for 2-rows below top measure @ equal intervals including cutting, welding, bending wherever necessary with suitable caps @ tops, bottoms & corners finishing with mat / shining etc., complete including cost and conveyance of all materials, labour for all items of work, HOM of equipment with all lead and lift, loading and unloading, transportation charges and all other incidental charges etc., complete as per specification and directions of the Engineer-in-charge of the work. Ramps or Staircase for physically challenged. Kgs 2 83 11.28 565.00 11.30 576.30 28.82 605.12

36 12.69.20 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc.125mm Nos 2 108 12.69.20 243.00 4.86 247.86 12.39 260.25

37 Providing and fixing Hold fasts for doors etc complete ( Material Components P.No -A25 I.No 444 ) Nos 2 A-25 444.00 50.00 1.00 51.00 2.55 53.55

38 12.73.1 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125mm. Nos 2 107 12.73.1 44.00 0.88 44.88 2.24 47.12

39 12.60 Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete Nos 2 105 12.60 1052.00 21.04 1073.04 53.65 1126.69

40 12.63 Providing and fixing aluminium tower bolts, ISI marked, anodised (an- odic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete Nos 2 105 12.63 130.00 2.60 132.60 6.63 139.23

41 Providing and fixing Screws approved Nails and screws of sizes for structural glazing /ACP Cladding ( Material Components P.No - A28 I.No 548 ) Kgs 2 A-28 548 67.00 1.34 68.34 3.42 71.76

42 9.23 Providing and laying flamed finish 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 :** Flamed finish granite stone slab Black, Cat Eye, River Pink or equivalent. sqm 2 62 9.23 2462.00 49.24 2511.24 125.56 2636.80

43 6.31 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. cum 2 17 6.31 7978.00 159.56 8137.56 406.88 8544.44

44 11.30.2 Providing & fixing glass panes with putty and glazing clips in steeldoors, windows, clerestory windows, all complete with : 5.5 mm thick glass panes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge. Sqm 2 85 11.30.2 1258.00 25.16 1283.16 64.16 1347.32

45 8.80 Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge: 20 mm to 25 mm wide to required depth. m 2.00 54 8.80 66.00 1.32 67.32 3.37 70.69

THIRD FLOOR 3% HRF HRF

1 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 1 16 2.5.2 6734.00 202.02 6936.02 346.80 7282.82

3 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 1 16 2.5.2 6734.00 202.02 6936.02 346.80 7282.82

5 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 1 16 2.5.2 6734.00 202.02 6936.02 346.80 7282.82

7 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 1 16 2.5.2 6734.00 202.02 6936.02 346.80 7282.82

9 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 1 16 2.5.2 6734.00 202.02 6936.02 346.80 7282.82

11 2.11 Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings t 1 18 2.11 80195.00 2405.85 82600.85 4130.04 86730.89

12 2.1.4 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates Cum 1 15 2.1.4 6147.00 184.41 6331.41 316.57 6647.98

13 6.8 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 2 14 6.8 7948.00 238.44 8186.44 409.32 8595.76

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 1:4 (1 cement :4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Sqm 2 14 6.15 1029.00 30.87 1059.87 52.99 1112.86

15 11.34A Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding Kgs 2 86 11.34A 168.00 5.04 173.04 8.65 181.69

16 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) Sqm 2 110 12.90 6734.00 202.02 6936.02 346.80 7282.82

17 8.5.2 Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 2 42 8.5.2 347.00 10.41 357.41 17.87 375.28

18 8.1.1 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 2 41 8.1.1 253.00 7.59 260.59 13.03 273.62

19 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. Sqm 2 50 8.51 100.00 3.00 103.00 5.15 108.15

20 9.21.2 Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 600x600 mm Sqm 2 62 9.21.2 1238.00 37.14 1275.14 63.76 1338.90

21 9.30 Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. Sqm 2 64 9.30 5326.00 159.78 5485.78 274.29 5760.07

22 9.11 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete. Sqm 2 60 9.11 885.00 26.55 911.55 45.58 957.13

23 9.38 Providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. Sqm 2 65 9.38 1389.00 41.67 1430.67 71.53 1502.20

24 8.39 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 2 48 8.39 127.00 3.81 130.81 6.54 137.35

25 8.31 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives with pure Acrylic Resin, UV resistant, dirt & pick up resistant, Alkali & Water resistant of required shade: New work (Two coats applied @ 1.43 L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge Sqm 2 46 8.31 178.00 5.34 183.34 9.17 192.51

26 8.4 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 2 48 8.40 115.00 3.45 118.45 5.92 124.37

27 12.12 Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications Cum 2 99 12.12 124202.00 3726.06 127928.06 6396.40 134324.46

28 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 ) Sqm 2 100 12.15 7444.00 223.32 7667.32 383.37 8050.69

29 12.83.2 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer- in-charge M 2 108 12.83.2 239.00 7.17 246.17 12.31 258.48

30 12.53 Providing & fixing 30mm thick factory made rigid foam Panelled Door Shutters made from M.S. tube of 19 gauge thickness, size 19x19mm for stiles and 15x15mm for top & bottom rails, covered with heat moulded PVC C channel of 5mm thick sheet & 30 x 50mm wide to form stiles & 5mm thick & 75mm wide PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick 20mm wide PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet fitted in the M.S. Frame, Sealed to the stiles & rails with 5x30mm PVC sheet beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75 mm Aluminium hinges. Sqm 2 104 12.53 1588.00 47.64 1635.64 81.78 1717.42

31 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 2 46 8.33.2 138.00 4.14 142.14 7.11 149.25

32 8.39 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 2 46 8.34.1 53.00 1.59 54.59 2.73 57.32

33 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 2 139 8.33.3 139.00 4.17 143.17 7.16 150.33 9.00 1.43 144.60 7.23 151.83

34 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. Nos 2 104 12.51 1015.00 30.45 1045.45 52.27 1097.72

35 8.16 a Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixed with chicken mesh for drop chajja,facia, backing to cup boards including cost of all materials, labour, providing and removing form work usage charges, curing, complete as per specifications. sqm 2 43 8.16a 1229.00 36.87 1265.87 63.29 1329.16

36 11.28 Providing and fixing 304 - grade stainless steel hand rails of 14-gauge pipes for Ramps or Staircase are made out of stainless steel hallow pipes, using 50mm dia for verticals @1.60 mtr c/c are fixed to the ramps or steps by drilling with bolts and 100mm dia MS base plates 10mm gauge for fixing of Vertical pipes 4 - Nos anchor bolts & 40mm dia pipes are fixed horizontally for 2-rows top, one pipes are fixed with vertical pipes another one are fixed with elbows and 25mm dia pipes are fixed horizontally for 2-rows below top measure @ equal intervals including cutting, welding, bending wherever necessary with suitable caps @ tops, bottoms & corners finishing with mat / shining etc., complete including cost and conveyance of all materials, labour for all items of work, HOM of equipment with all lead and lift, loading and unloading, transportation charges and all other incidental charges etc., complete as per specification and directions of the Engineer-in-charge of the work. Ramps or Staircase for physically challenged. Kgs 2 83 11.28 565.00 16.95 581.95 29.10 611.05

37 12.69.20 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc.125mm Nos 2 108 12.69.20 243.00 7.29 250.29 12.51 262.80

38 Providing and fixing Hold fasts for doors etc complete ( Material Components P.No -A25 I.No 444 ) Nos 2 A-25 444.00 50.00 1.50 51.50 2.58 54.08

39 12.73.1 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125mm. Nos 2 107 12.73.1 44.00 1.32 45.32 2.27 47.59

40 12.60 Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete Nos 2 105 12.60 1052.00 31.56 1083.56 54.18 1137.74

41 12.63 Providing and fixing aluminium tower bolts, ISI marked, anodised (an- odic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete Nos 2 105 12.63 130.00 3.90 133.90 6.70 140.60

42 Providing and fixing Screws approved Nails and screws of sizes for structural glazing /ACP Cladding ( Material Components P.No - A28 I.No 548 ) Kgs 2 A-28 548 67.00 2.01 69.01 3.45 72.46

43 9.23 Providing and laying flamed finish 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 :** Flamed finish granite stone slab Black, Cat Eye, River Pink or equivalent. sqm 2 62 9.23 2462.00 73.86 2535.86 126.79 2662.65

44 6.31 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. cum 2 17 6.31 7978.00 239.34 8217.34 410.87 8628.21

45 11.30.2 Providing & fixing glass panes with putty and glazing clips in steeldoors, windows, clerestory windows, all complete with : 5.5 mm thick glass panes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge. Sqm 2 85 11.30.2 1258.00 37.74 1295.74 64.79 1360.53

46 8.80 Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge: 20 mm to 25 mm wide to required depth. m 2.00 54 8.80 66.00 1.98 67.98 3.40 71.38

TERRACE FLOOR (HEAD ROOM & PARAPET WALL) 4% HRF HRF

1 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 1 16 2.5.2 6734.00 269.36 7003.36 350.17 7353.53 1.00 70.03 7073.39 10.00% 707.34 389.04 8169.77

3 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 1 16 2.5.2 6734.00 269.36 7003.36 350.17 7353.53

6 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 1 16 2.5.2 6734.00 269.36 7003.36 350.17 7353.53

8 2.11 Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings t 1 18 2.11 80195.00 3207.80 83402.80 4170.14 87572.94 2.00 834.03 84236.83 4211.84 88448.67

9 2.1.4 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates. Cum 1 15 2.1.4 6147.00 245.88 6392.88 319.64 6712.52 3.00 63.93 6456.81 322.84 6779.65

10 6.8 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 2 14 6.8 7948.00 317.92 8265.92 413.30 8679.22 4.00 82.66 8348.58 417.43 8766.01

11 8.5.2 Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 2 42 8.5.2 347.00 13.88 360.88 18.04 378.92 5.00 3.61 364.49 18.22 382.71

12 8.1.1 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 2 41 8.1.1 253.00 10.12 263.12 13.16 276.28 6.00 2.63 265.75 13.29 279.04

13 8.31 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives with pure Acrylic Resin, UV resistant, dirt & pick up resistant, Alkali & Water resistant of required shade: New work (Two coats applied @ 1.43 L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge Sqm 2 46 8.31 178.00 7.12 185.12 9.26 194.38 7.00 1.85 186.97 9.35 196.32

14 9.21.2 Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 600x600 mm Sqm 2 62 9.21.2 1238.00 49.52 1287.52 64.38 1351.90

15 8.39 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 2 48 8.39 127.00 5.08 132.08 6.60 138.68

16 12.12 Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications Cum 2 99 12.12 124202.00 4968.08 129170.08 6458.50 135628.58

17 12.15 Providing and fixing in position fully panelled Honne wood shutters forN doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. ( excluding cost of fixtures ) Sqm 2 100 12.15 7444.00 297.76 7741.76 387.09 8128.85

18 8.34.1 Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 2 46 8.34.1 53.00 2.12 55.12 2.76 57.88 check kppp

19 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 2 46 8.33.2 138.00 5.52 143.52 7.18 150.70

20 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. Nos 2 105 12.51 1015.00 40.60 1055.60 52.78 1108.38

21 12.69.2 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc.125mm Nos 2 108 12.69.20 243.00 9.72 252.72 12.64 265.36

22 Providing and fixing Hold fasts M.S. for doors etc complete (Material Components P.No -A25 I.No 444 ) Nos 2 A-25 444.00 50.00 2.00 52.00 2.60 54.60

23 12.73.1 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125mm Nos 2 107 12.73.1 44.00 1.76 45.76 2.29 48.05

24 12.60 Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. Nos 2 105 12.60 1052.00 42.08 1094.08 54.70 1148.78

25 12.63 Providing and fixing aluminium tower bolts, ISI marked, anodised (an- odic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete Nos 2 105 12.63 130.00 5.20 135.20 6.76 141.96

26 Providing and fixing Screws approved make SS Screws of sizes for structural glazing /ACP Cladding (Material Components P.No - A28 I.No 548) Kgs 2 A-28 548 67.00 2.68 69.68 3.48 73.16

27 15.1 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6kg per m2 to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge Sqm 2 133 15.1 817.00 32.68 849.68 42.48 892.16 9.00 8.50 858.18 42.91 901.09

28 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation asapproved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 g/m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineer in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required SQM 2 26 7.38 568.00 22.72 590.72 29.54 620.26

29 Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. KG 2 82 11.16.2 147.00 5.88 152.88 7.64 160.52 9.00 1.53 154.41 7.72 162.13

30 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 2 139 8.33.3 139.00 5.56 144.56 7.23 151.79 9.00 1.45 146.01 7.30 153.31

Asst. Executive Engineer, Executive Engineer,

PWD,SUB DIVISION,Belagavi PWD,DIVISION, Belagavi

ಕೆಲಸದ ಹೆಸರು- ಬೆಳಗಾವಿ ಉತ್ತರ ವಿಧಾನಸಭೆ ಮತಕ್ಷೇತ್ರದ ವ್ಯಾಪ್ತಿಯಲ್ಲಿ ಬರುವ ಸರ್ಕಾರಿ ಸರ್ದಾರ ಹೈಸ್ಕೂಲ್ ಮತ್ತು ಕಾಲೇಜು ಆವರಣದಲ್ಲಿ ಬಹುಮಹಡಿ ಕಟ್ಟಡ ನಿರ್ಮಾಣ ಹಾಗೂ ನವೀಕರಣ ಮಾಡುವದು .

SINKING OF BOREWELL

Sl. No. Item code Description Unit QTY Rate (Rs) Amount (Rs)

1 12.10 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc.,complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes,collars, cap etc., complete )(RWS -V SR 2023-24 I.No-12.1 PAGE NO-138 )

12.1.1 0-50mtrs Borewell depth of 0 to 50 m Mtrs 50.00 370.0 18500.0

12.1.2 50-100mtrs Borewell depth of50 to 100 m Mtrs 50.00 464.0 23200.0

12.1.3 100-150mtrs Borewell depth of 100 to150 m Mtrs 50.00 493.0 24650.0

12.1.4 150-200mtrs Borewell depth of 150 to 200 m Mtrs 50.00 572.0 28600.0

12.1.5 200-250 Borewell depth of 0 to 50 m Mtrs 0.00 671.0 0.0

2 12.40 Geophysical investigation at site for sinking borewells for Providing drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner or Schlumbergers's method, including reconnaissance survey of geological formation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and accessories to work site, engaging technical personal and labour required etc. NOTE: 1) Additional rate on item 1&2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M (for fixing Casing pipes only) a) Above 20 M and upto 30 M - 15%, b) Above 30 M - 30% (Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level). 2) A sum of Rs. 100/- is to be deducted for Dry Borewell towards yield test. etc. complete.RWS -V SR 2023-24 I.No-12.4 PAGE NO-140 ) Each 2 5288.0 10576.0

3 12.90 Yield testing of borewells at final depth with a minimum of 10 hours continuously with the help of pump testing unit including the cost of transportation charges, crew charges and cost of consumables.((RWS -V SR 2023-24I.No-12.9 PAGE NO-140 ) m2 2 16306.0 32612.0

4 12.32 Supply of ISI mark 175mm nominal bore,plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest ammendments, electrical resistance welded steel tubes, material and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7m both ends.threaded conforming to IS 554-1985 one end fixed with socke conforming to IS 4270-2001 and the other end with screwed pipes all shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI marking weighing 25.10kg/m.prices include Collar-Medium duty.(RWS -V SR 2023-24 I.12.39 PAGE NO-143 ) No 25 1933.0 48325.0

5 12.33 Providing and fixing MS casing collars as per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments (RWS -V SR 2023-24 I.No-12.33 PAGE NO-143 ) No 1 150.0 150.0

6 12.34 Providing and laying at site of work MS casing caps as per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments including cost of material and labour charges for fixing, if any etc. complete with all lead and lifts and as directed by the Engineer in charge ((RWS -V SR 2023-24 I.No-12.34 PAGE NO-134 ) No 1 164.0 164.0

Total 186777.00

Asst. Executive Engineer, Executive Engineer,

PWD,SUB DIVISION,Belagavi PWD,DIVISION, Belagavi

ಕೆಲಸದ ಹೆಸರು- ಬೆಳಗಾವಿ ಉತ್ತರ ವಿಧಾನಸಭೆ ಮತಕ್ಷೇತ್ರದ ವ್ಯಾಪ್ತಿಯಲ್ಲಿ ಬರುವ ಸರ್ಕಾರಿ ಸರ್ದಾರ ಹೈಸ್ಕೂಲ್ ಮತ್ತು ಕಾಲೇಜು ಆವರಣದಲ್ಲಿ ಬಹುಮಹಡಿ ಕಟ್ಟಡ ನಿರ್ಮಾಣ ಹಾಗೂ ನವೀಕರಣ ಮಾಡುವದು .

Providing Pumping Machinery/Equipments with the required electrical and pipe line works

Sl. No. Item code Description Unit QTY Rate (Rs) Amount (Rs)

1 Providing,supplying to work site, Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications,as per necessary ammendments and instructions of engineer incharge of work. For7.5 HP (RWS SR - V 2023-24, Page No- 152 , I.No-13.11 )

2 13.22 Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments.(RWS - V SR 2023-24,Page No-154, I.No- 13.22 )

3 13.23 Supply and delivery at site of brand new best make pressure gauge bourdon type as per IS 778/1984 with ISI Mark and as per its latest amendments.(RWS - V SR 2023-24,Page No-154, I.No-13.23 )

4 13.24 Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendments (RWS - V SR 2023-24,Page No-154, I.No-13.24 )

5 13.25 Supply and delivery at site of brand new best make non-return valve as per IS 778/1984 with ISI Mark and as per its latest amendments (RWS - V SR 2023-24,Page No-154, I.No-13.25 )

6 13.23 Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump:1 No MCB1No. DOL of S/D Starter suitable for respective HP1No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no Indoor typ e NOTE: 1) DOL-Direct Online Starter 2) S-D- Star Delta Starter(RWS - V SR 2023-24,Page No-154, I.No-13.23 )

7 13.25 Supply and delivery at site best indigenous brand new power capacitor as per IS 2834/1986 with latest amendments with KPTCL authorities and erection, electrification and commissioning of the same at the location of respective pump sets. (RWS - V SR 2023-24,Page No-155, I.No-13.25 ) Kvar 3 550.0 1650.0

8 13.26 Supply and delivery at site delivery of best indigenous brand new MCB (Miniature Circuit Breakers) of required capacity as per IS 88228/1978 and its latest amendments and with ISI Mark of 6/10/16/20/25/40 Amps with scalable box. (RWS - V SR 2023-24,Page No-155, I.No-13.26 ) PER 3POLE 2 1150.0 2300.0

9 13.27 Supply and delivery of galvanized mild steel tubes of 6mtr standard length heavy duty (C Class) as per IS 1239 (Part-I) 1990 with latest amendments with ISI Mark (one end fitted with Heavy Duty collar and other end fitted with protective cover) (RWS - V SR 2023-24,Page No-155, I.No-13.27 )

10 13.28 Supply and delivery at site 50mm(2”) dia heavy duty unplasticized PVC Column pipes with heavy duty collars, rubber profile ring,vibration control profile ring, freezing and turbulence free leak proof EPDM ring with ISI mark with its latest amendments (RWS - V SR 2023-24,Page No-155, I.No-13.28 ) Mtr 200 550.0 110000.0

11 13.29 Supply and delivery at site 50mm(2”) dia heavy duty CI adopter set complete suitable for uPVC Column pipes for Submersible pumpsets (RWS - V SR 2023-24,Page No-155, I.No-13.29) Set 2 1550.0 3100.0

12 13.32 Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary tests as per specifications, with testing of as per instructions of engineer incharge of work. (RWS - V SR 2023-24,Page No-156, I.No-13.32) Job 2 6500.0 13000.0

13 13.33 Labour charges for erection of indoor type panel board and meter board units with all necessary materials and labour tools and equipments including cement concrete for foundation/bed etc,complete as per specification, with testing of as per instructions of engineer incharge of work.. (RWS - V SR 2023-24,Page No-156, I.No-13.33) Job 2 1350.0 2700.0

14 13.34 Labour charges for erection of outdoor type panel board and meter board units with all necessary materials and labour, tools and equipments including providing cement concrete foundation bed etc., complete as per specification, with testing of as per instructions of engineer incharge of work.(RWS - V SR 2023-24,Page No-156, I.No-13.34) Job 2 1450.0 2900.0

15 13.35 Labour charges for providing connection using insulated sheathed steel wire cable as per IS 1554/ 1988 with latest amendments from KPTCL pole to meter board unit, with all necessary materials ,tools and equipments,as per specificationswith testing of as per instructions of engineer incharge of work. (RWS - V SR 2023-24,Page No-156, I.No-13.35)

16 13.36 Providing main connection from pole PVC insulated sheathed steel wire cable in new trench as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit. (RWS - V SR 2023-24,Page No-156, I.No-13.36) Mtr 80 135.0 10800.0

17 13.38 Providing and fixing suitable for 1.1 KV class UG cable filled with necessary bitumen/insulating compound complete with terminals, clamps,bolts,nuts and washers etc. with necessary materials and labour tools and equipments as per instructions of engineer incharge of work. (RWS - V SR 2023-24,Page No-156, I.No-13.38)

18 13.39 Earthing: Supplying and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit.The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia. (RWS - V SR 2023-24,Page No-156, I.No-13.39) Job 2 3750.0 7500.0

Total 304506.00

Asst. Executive Engineer, Executive Engineer,

PWD,SUB DIVISION,Belagavi PWD,DIVISION, Belagavi

ಕೆಲಸದ ಹೆಸರು- ಬೆಳಗಾವಿ ಉತ್ತರ ವಿಧಾನಸಭೆ ಮತಕ್ಷೇತ್ರದ ವ್ಯಾಪ್ತಿಯಲ್ಲಿ ಬರುವ ಸರ್ಕಾರಿ ಸರ್ದಾರ ಹೈಸ್ಕೂಲ್ ಮತ್ತು ಕಾಲೇಜು ಆವರಣದಲ್ಲಿ ಬಹುಮಹಡಿ ಕಟ್ಟಡ ನಿರ್ಮಾಣ ಹಾಗೂ ನವೀಕರಣ ಮಾಡುವದು .

MEASUREMENT SHEET (Plumbing and Sanitary Works)

It.No. Description of items. Qty. Unit

WATER SUPPLY SANITORY

1 1176 3707 PVC pipe - OD 25mm and 10 Kg/sqcm m

Ground Floor 1 80.00 80.00

2 1178 3708 PVC pipe - OD 32mm and 10 Kg/sqcm m

3 13.34 Providing and placing on terrace, polyethylene water storage tanks with manhole lid and suitable locking arrangements, making holes of suitable diameter for inlet, outlet and over flow pipes, including cost of all materials, labour, transport charges, HOM of equipments and testing complete as per specifications

4 13.6.4.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) :50 mm nominal bore-HORIZONTAL

5 13.3.1 Providing and fixing brass stop cock of approved quality :15 mm nominal bore

Ground Floor 6 6.00

6 13.6.2.2Providing and fixing gun metal non- return valve of approved quality (screwed end) :32 mm nominal bore

7 1.6.1 Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work.In all kinds of soils. Depth upto 1.50m

Drainage line 30.00 0.45 0.75 10.13

8 1161 5899 Poly Propylene Random Co-ploymer (PPR) pipe with fitting SDR 7.4 -50 mm Outer dia m

9 14.3.1 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid

Ground Floor 4 4

10 14.7.3 White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps

Ground Floor 5 5

First Floor 5 5

Second Floor 5 5

11 14.31Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.

Ground Floor 4 4

12 14.40.2 600 mm long towel rail with total length of 645 mm, 78 mm wide and effective height of 88 mm, weighing not less than 190 g.

Ground Floor 4 4

13 13.46 Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors: 100 mm inlet and 75mm outlet, hubless centrifugally cast (spun) iron epoxy coated inside and outside IS: 15905

Ground Floor 5 5

14 K030 D Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used. For Grade PE80 PN6.0 :3.4 K030D HDPE Grade PE80-PN10.0,110mm dia m 490.

15 T-130A Constructing brick masonry chamber of internal dimension 600x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover

16 T-130C Constructing brick masonry chamber of internal dimension 450x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover..

17 Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement & the cost of cutting chases & making good the same including testing of joints complete. (Concealed work including cutting chases and good the walls etc.) 20mm nominal OD pipes

Ground Floor 1 60.00 60.00

18 Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778 having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings, this includes jointing of pipes and fittings with one step solvent cement, trenching, refilling & testing of joints complete. (external work). 25mm nominal OD pipes

Ground Floor 1 80.00 80.00

19 1171 3713 PVC pipe - OD 110mm and 6 Kg/sqcm m

Ground Floor 1 50.00 50.00

20 1204 5828 PVC pipes of 8 Kg/cm2 for 75mm(0.917)m

Ground Floor 1 50.00 50.00

Asst. Executive Engineer, Executive Engineer,

PWD,SUB DIVISION , Khanapur PWD,DIVISION, Belagavi

ಕೆಲಸದ ಹೆಸರು- ಬೆಳಗಾವಿ ಉತ್ತರ ವಿಧಾನಸಭೆ ಮತಕ್ಷೇತ್ರದ ವ್ಯಾಪ್ತಿಯಲ್ಲಿ ಬರುವ ಸರ್ಕಾರಿ ಸರ್ದಾರ ಹೈಸ್ಕೂಲ್ ಮತ್ತು ಕಾಲೇಜು ಆವರಣದಲ್ಲಿ ಬಹುಮಹಡಿ ಕಟ್ಟಡ ನಿರ್ಮಾಣ ಹಾಗೂ ನವೀಕರಣ ಮಾಡುವದು .

WATER SUPPLY SANITORY

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

1 1176 3707 PVC pipe - OD 25mm and 10 Kg/sqcm m 80.00 #REF! #REF! #REF!

2 1178 3708 PVC pipe - OD 32mm and 10 Kg/sqcm m 90.00 #REF! #REF! #REF!

3 13.34 Providing and placing on terrace, polyethylene water storage tanks with manhole lid and suitable locking arrangements, making holes of suitable diameter for inlet, outlet and over flow pipes, including cost of all materials, labour, transport charges, HOM of equipments and testing complete as per specifications 4000 #REF! #REF! #REF!

4 13.6.4.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) :50 mm nominal bore-HORIZONTAL 2 #REF! #REF! #REF!

5 13.3.1 Providing and fixing brass stop cock of approved quality :15 mm nominal bore 6 #REF! #REF! #REF!

6 13.6.2.2Providing and fixing gun metal non- return valve of approved quality (screwed end) :32 mm nominal bore 5 #REF! #REF! #REF!

7 1.6.1 Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work.In all kinds of soils. Depth upto 1.50m 10.13 #REF! #REF! #REF!

8 1161 5899 Poly Propylene Random Co-ploymer (PPR) pipe with fitting SDR 7.4 -50 mm Outer dia m 110.00 #REF! #REF! #REF!

9 14.3.1 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid 4 #REF! #REF! #REF!

10 14.7.3 White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps 15 #REF! #REF! #REF!

11 14.31Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 4 #REF! #REF! #REF!

12 14.40.2 600 mm long towel rail with total length of 645 mm, 78 mm wide and effective height of 88 mm, weighing not less than 190 g. 4 #REF! #REF! #REF!

13 13.46 Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors: 100 mm inlet and 75mm outlet, hubless centrifugally cast (spun) iron epoxy coated inside and outside IS: 15905 15 each #REF! 3862.50

14 K030 D Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used. For Grade PE80 PN6.0 :3.4 K030D HDPE Grade PE80-PN10.0,110mm dia m 490. 60.00 #REF! #REF! #REF!

15 T-130A Constructing brick masonry chamber of internal dimension 600x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover 4 #REF! #REF! #REF!

16 T-130C Constructing brick masonry chamber of internal dimension 450x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover.. 6 #REF! #REF! #REF!

17 Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement & the cost of cutting chases & making good the same including testing of joints complete. (Concealed work including cutting chases and good the walls etc.) 20mm nominal OD pipes 60.00 #REF! #REF! #REF!

18 Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778 having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings, this includes jointing of pipes and fittings with one step solvent cement, trenching, refilling & testing of joints complete. (external work). 25mm nominal OD pipes 80.00 #REF! #REF! #REF!

19 1171 3713 PVC pipe - OD 110mm and 6 Kg/sqcm m 50.00 #REF! #REF! #REF!

20 1204 5828 PVC pipes of 8 Kg/cm2 for 75mm(0.917)m 50.00 #REF! #REF! #REF!

Asst. Executive Engineer, Executive Engineer,

PWD,SUB DIVISION , Khanapur PWD,DIVISION, Belagavi

Name of Work : Providing Internal Electrical Installation, Air Conditioning, UPS and Other Related works for the 3 Judical Quarters Building (GF, FF and SF) at Athani, District Belagavi.

RECAPITULATION SHEET

Sl.no. Description Amount

1 Internal Electrical Installation and Air Conditioning, UPS and Other Related works 1800000.00

Grand Total = 1800000.00

Asst. Executive Engineer, Executive Engineer,

PWD,SUB DIVISION , ATHANI PWD,DIVISION,CHIKODI

Name of Work : Providing Internal Electrical Installation to proposed 3 Judicial Quarters Building at Athani, District Belagavi. (Ground Floor , First floor & Second floor ) Dr. No. 13831/R1

Detail Estimate

Order Item Code Category Details Item Name Unit Quantity Rate(INR) Total(INR)

1 1.2.1 Concealed Conduit System :Supplying heavy gauge PVC conduit pipe ...... mm dia..........mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary - 19/20mm dia 2mm thick Mtr 700 40.00 28000.00

2 1.2.2 Concealed Conduit System :Supplying heavy gauge PVC conduit pipe ...... mm dia..........mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary - 25mm dia 2mm thick Mtr 600 53.00 31800.00

3 1.2.3 Concealed Conduit System :Supplying heavy gauge PVC conduit pipe ...... mm dia..........mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary - 32mm dia 2.5mm thick Mtr 20 83.00 1660.00

4 1.3.1 Supplying heavy gauge PVC Conduit Pipe .... dia ....... mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary. - 19/20mm dia 2mm thick Mtr 240 51.00 12240.00

5 1.3.2 Supplying heavy gauge PVC Conduit Pipe .... dia ....... mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary. - 25mm dia 2mm thick Mtr 300 54.00 16200.00

6 1.3.3 Supplying heavy gauge PVC Conduit Pipe .... dia ....... mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary. - 32mm dia 2.5mm thick Mtr 120 81.00 9720.00

7 2.2.1 Point wiring using Copper wire without switch. Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. - Short point upto 3Mtr from tapping point to out let via switch box Point 40 160.00 6400.00 60

8 2.2.2 Point wiring using Copper wire without switch. Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. - Medium point above 3Mtr upto 6Mtr from tapping point to out let via switch box Point 60 250.00 15000.00 105

9 2.2.3 Point wiring using Copper wire without switch. Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. - Long point above 6Mtr upto 10Mtr from tapping point to out let via switch box Point 100 375.00 37500.00 144

10 2.3.2 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments.The following additional tests are compulsory either to be conducted at works or independent lab with witness by inspecting authority.Additional Tests for FRLS-Applicable Standard Oxygen Index -IS 694-1990, Clause 16.8 Temperature Index -IS 694-1990, Clause 16.13 Smoke Density -IS 694-1990, Clause 16.14 Test for Halogen Acid Gas evaluation -IS 694-1990, Clause 16.12 - 1.5 sqmm Mtr. 800 20.50 16400.00

11 2.3.3 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments.The following additional tests are compulsory either to be conducted at works or independent lab with witness by inspecting authority.Additional Tests for FRLS-Applicable Standard Oxygen Index -IS 694-1990, Clause 16.8 Temperature Index -IS 694-1990, Clause 16.13 Smoke Density -IS 694-1990, Clause 16.14 Test for Halogen Acid Gas evaluation -IS 694-1990, Clause 16.12 - 2.5 sqmm Mtr. 800 32.00 25600.00

12 2.3.4 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments.The following additional tests are compulsory either to be conducted at works or independent lab with witness by inspecting authority.Additional Tests for FRLS-Applicable Standard Oxygen Index -IS 694-1990, Clause 16.8 Temperature Index -IS 694-1990, Clause 16.13 Smoke Density -IS 694-1990, Clause 16.14 Test for Halogen Acid Gas evaluation -IS 694-1990, Clause 16.12 - 4 sqmm Mtr. 600 45.00 27000.00

13 2.3.5 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments.The following additional tests are compulsory either to be conducted at works or independent lab with witness by inspecting authority.Additional Tests for FRLS-Applicable Standard Oxygen Index -IS 694-1990, Clause 16.8 Temperature Index -IS 694-1990, Clause 16.13 Smoke Density -IS 694-1990, Clause 16.14 Test for Halogen Acid Gas evaluation -IS 694-1990, Clause 16.12 - 6 sqmm Mtr. 200 70.00 14000.00

14 2.3.6 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments.The following additional tests are compulsory either to be conducted at works or independent lab with witness by inspecting authority.Additional Tests for FRLS-Applicable Standard Oxygen Index -IS 694-1990, Clause 16.8 Temperature Index -IS 694-1990, Clause 16.13 Smoke Density -IS 694-1990, Clause 16.14 Test for Halogen Acid Gas evaluation -IS 694-1990, Clause 16.12 - 10 sqmm Mtr. 80 115.00 9200.00

15 3.4.1 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall - 1-3Way Each 30 95.00 2850.00

16 3.4.3 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall - 6Way Each 40 125.00 5000.00

17 3.4.4 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall - 8Way Each 20 145.00 2900.00

18 3.4.5 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall - 10-12Way Each 10 165.00 1650.00

19 3.5.1 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. - 1 to 3 Module Each 30 110.00 3300.00

20 3.5.3 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. - 6 Module Each 40 175.00 7000.00

21 3.5.4 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. - 8 Module Each 20 200.00 4000.00

22 3.5.5 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. - 10-12 Module Each 10 230.00 2300.00

23 3.6.1 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. - 6Amps one way Switch Each 415 70.00 29050.00

24 3.6.2 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. - 6Amps Two way Switch Each 6 95.00 570.00

25 3.6.3 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. - 6Amps 3way socket Each 210 105.00 22050.00

26 3.6.4 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. - Stepped Fan Regulator. Each 27 290.00 7830.00

27 3.6.8 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. - 16Amps one way switch Each 24 115.00 2760.00

28 3.6.9 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. - 6Amps Bell push Each 3 96.00 288.00

29 3.6.11 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. - 6/16Amps universal socket Each 24 162.00 3888.00

30 3.8 Supplying 4mm thick plastic sheet with necessary nitches for fixing switches, regulators etc , and fixing on existing wooden or metal box using N.F. screws. SqCm 18000 0.27 4860.00

31 3.14.6 Supplying and fixing/replacing of 6/16/32Amps electrical accessories on existing switch board. - 6 Amps lamp holder No 105 58.00 6090.00

32 1.9.1 Supplying PVC/GI flexible conduit pipe .... mm dia fixing on surface over inverted tapered wooden plugs or phill plugs or rawl plugs and clamped using heavy gauge saddles at an interval of 300mm using NF screws and on either end of the pipe terminated completely - 20mm Mtr 30 22.00 660.00

33 1.9.2 Supplying PVC/GI flexible conduit pipe .... mm dia fixing on surface over inverted tapered wooden plugs or phill plugs or rawl plugs and clamped using heavy gauge saddles at an interval of 300mm using NF screws and on either end of the pipe terminated completely - 25mm Mtr 30 28.00 840.00

34 12.11.4 Supplying & fixing of retrofit type - LED bulb ...... W with OPAL acrylic diffuser comprising of LED source with CCT 6500 degree K, CRI> 70%. efficacy >80 lumen per watt, life> 25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 & LM 80. The LED are driven by HF electronic driver integrated in the system, with PF > 0.95, power loss should < 5% of lamp wattage., short circuit & open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to 275 volts. BIS Approved and Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition. - 9W, 6500K Each 45 115.00 5175.00

35 12.3.3 Supplying of .....feet -PVC Batten with integrated LED tube .... W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI > 80. Power Input: 220-240V@ 50/60Hz & Power factor >0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. - LED light fitting 2 x 4' - 20 /22 w Each 45 625.00 28125.00

36 12.6.2 Supplying of recess mounting non integral type ........ LED w luminaire comprising of pressure decast/extruded aluminium housing, with spring loaded false ceiling clamps, Power LEDs with CCT 6500 degree K, CRI> 70%. efficacy > 100 lumen per watt, 120degree beam spread, life> 25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 & LM 80. The lamp compartment is enclosed with anti glare opal diffuser which enhances the lighting level LEDs are driven by HF electronic driver integrated in a separate control gear assembly., with PF > 0.95, power loss should< 5% of lamp wattage., short circuit & open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to 275 volts. BIS Approved and Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition. - LED modular down light 2'x2' /1' X 4' 34 -36watt No 12 5200.00 62400.00

37 12.8.3 LED Street light : .Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, maximum light intensity should be between 60 degrees to 70 degrees. CCT > 5500K, IP66 optical and electrical compartment & impact resistance of complete luminaire > IK08. Power Factor >0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with ........W System Power consumption. LED Efficiency>1301m/w, nominal CRI >75. Luminaire manufacturer should have in-house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008. Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/ Lumileds/Osram make LED Source. - LED Streetlight 70 Watts No 4 5480.00 21920.00

38 7.2.2 Supplying of 1440rpm heavy duty exhaust fan with bracket blades suitable to operate on 230V 50Hz, AC Supply complete. - 15" Sweep (450mm) Each 15 4000.00 60000.00

39 7.4.1 Supplying of Ceiling Fan with Capacitor rating As per guideline of BEE 5 star rating and IS:374/79 and also comply with IS: 1709/1984 with latest amendment, Rated voltage 220 V/50 Hz, Rated power input 48 W +/- 10 %, Rated current As per IS:374/79, Rated power factor 0.9 lagging(min), Rated speed 350 +/- 10% RPM, Rated air delivery 210 +/- 10% Cubic Meter Minimum, Rated service value 4.2 CMM / Watt, Three Blades of blade leaf 1.05 mm thick Aluminium Alloy sheet, Class B motor insulation, Bearing Two ball bearings, Top 6202, Bottom 6201, as per IS specification, Motor winding. Temp rise Shall not exceed 75 deg C over and ambient of 40 °C by resistance method at 245 Volts, Insulation resistance Shall not be less than Two Mega Ohms (2M Ohms), Leakage current Should not exceed 210 Micro Amp, Power input, watt& current, Air Delivery & Fan Speed as per IS:374/1979 with latest amendment, 2 year manufacturer Warranty. - 48" Sweep 5 Star (1200mm) Each 27 2900.00 78300.00

40 14.1.2 Supplying and Fixing of........mm dia class A GI pipe bracket up to 2 Mtrs long bent at suitable angle and fixing to this bracket 1x40/2x40 watts fluorescent tube street light fitting of all capacities to GI or GI or rail or RCC pole / wall using suitable clamps, bolts, and nuts and wiring using suitable capacity wires. - Using 32mm dia G.I.Pipe Each 4 835.00 3340.00

41 14.7.1 Fixing all types and all capacities of fluorescent /false ceiling / spot light / CFL / LED fittings indoor on the wall/ ceiling / rafters / girders using 23/0.0076" twin twisted PVC insulated wires, required Nos of round blocks and clamps. - On wall/ ceiling / Rafter / Girders Each 102 110.00 11220.00

42 14.9 Fixing a ceiling /wall mounting fan of all capacities and all types, with necessary clamps and 'S' hook made out of 15mm dia MS rod, with 5 amps. ceiling rose of approved quality with necessary length of 23/0.0076 inch PVC insulated twin twisted wire of approved quality, mounted on a suitable size wooden board and wired. Each 27 260.00 7020.00

43 14.1 Extra length of GI pipe of class B 19mm dia for down rod. Mtr. 27 160.00 4320.00

44 5.7.4 Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers. - 100Amps Each 3 349.00 1047.00

45 5.14.1 Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuit with thermal Magnetic/Micro processor release and Earth Fault as per IS-13947. (Icu=lcs) THREE POLE FOUR POLE - 100Amps 25kA. Each 1 4530.00 4530.00

46 5.15 Supplying and fixing of Shunt trip suitable for MCCB.CBCT Each 1 1400.00 1400.00

47 5.17.1 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. - 6-32Amps SP Each 36 434.00 15624.00

48 5.17.4 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. - 6-32Amps DP Each 36 909.00 32724.00

49 5.17.7 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. - 6-32Amps TPN Each 3 1715.00 5145.00

50 5.17.8 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. - 40 Amps TPN Each 3 2374.00 7122.00

51 5.18.11 Supplying and fixing regular MCB distribution boards on wall/ood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase/3 phase/single door with powder coated painting Made out of 14 SWG MS enclosure. 1- Single Door II -Double Door Ill -Double Door - 8Way TP &N Each 3 3850.00 11550.00

52 5.19.1 Supplying, fixing and wiring Residual current circuit breaker (RCCB) 240/450V up to 300mA sensitivity on existing wood/ panel board. - 16 Amps 2 pole Each 12 3100.00 37200.00

53 5.21 Supplying, fixing and wiring earth leakage relay with core balanced current transformer suitable for single phase 50 Hz AC with latest microcontroller based, digital readout of percentage leakage current, programmable delay/auto/ manual reset facility suitable to mount on DIN rail/ flush mounting on panel board. Each 1 7700.00 7700.00

54 5.26 Supplying, fixing and wiring 0 to 1500amps CT operated AC analog type Ammeter without CT Each 3 402.00 1206.00

55 5.29 Supplying, fixing and wiring 3 Phase Digital Ammeter / Voltmeter Each 1 1185.00 1185.00

56 5.38 Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440VAC. 50 Hz 12/24V D.C. Each 3 430.00 1290.00

57 5.37 Supplying, fixing and wiring heavy duty low voltage capacitors conforming to IS 2834. 3 phase, 400/440 volts grade, for power factor improvement of rotating machineries like induction motor. KVAR 10 400.00 4000.00

58 5.40.1 Supplying ......... amps rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete. - 100Amps 4x30x6mm Aluminium Strips Mtr 1 2050.00 2050.00

59 5.41.2 Supplying and fixing angle iron frame work fabricated out of M.S. angle iron.. and M.S. Flat......with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. - 50x50x6mm Mtr 10 330.00 3300.00

60 5.42.1 Fabricating supplying and mounting MS box made out ....SWG suitable for floor /wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete. - 14SWG sq.cms 85000 0.40 34000.00

61 5.45.2 Supplying and fixing of Metal Socket set of 2pole and earth plugs and socket for incorporating SP and TP MCB (Without MCB). The entire plug and socket shall be mounted in a thermoplastic / powder coated metal box & wired Completely. SP & N TP & N - 20Amps Each 3 808.00 2424.00

62 5.46.1 Supplying and fixing of Modular MCB Devices (Tripper) With Breaking capacity of 6kA. - 16-32Amps SP Each 3 176.00 528.00

63 6.2 Supplying fixing and wiring earth electrode for grounding of lifts, transformers, DG sets etc. using 40mm dia 2.9mm thick 2.5 mtr long GI pipe with GI funnel with mesh and suitable size reducer fixed on the top of the earth electrode.The funnel should be enclosed in a CC chamber of 400x400x400mm with a cast iron cover. The earth electrode shall have staggered holes of 12mm dia and the electrode should be covered 150mm all-round with alternate layers of salt and charcoal from the bottom of the CC chamber. The connection from the electrode is to be established through GI strip using GI bolts and nuts. No 7 4150.00 29050.00

64 6.3.1 Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required. - 25x3mm GI strip Mtr 100 75.00 7500.00

65 6.3.5 Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required. - 600x600x3mm GI Plate Each 6 760.00 4560.00

66 6.4.2 Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness in average +5% and resistivity 14 Ohms/Kms (Max) as per IS-3975 - 4 core 10 sqmm Mtr 120 130.00 15600.00

67 6.4.6 Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness in average +5% and resistivity 14 Ohms/Kms (Max) as per IS-3975 - 3.5 core 35 sqmm Mtr 120 225.00 27000.00

68 6.5.1 Labour charges for laying of 1.1 KV class UG cable in existing trench GI pipe/ stoneware pipe /on wall / on pole as required. In existing trench/duct. On wall/Structure - 6 sqmm to 16 sqmm Mtr 240 11.88 2851.20

69 6.6.2 Digging of trench of 0.6m deep x 0.50 mtr wide refilling the trench to the required ground level and consolidating etc. complete.(As per Civil SR KSRB 1-2, P-7) - In soil (hard) Mtr 100 102.00 10200.00

70 6.8 Providing and laying in position 100mm dia stone ware pipe in existing trench. Mtr 100 215.00 21500.00

71 6.9.1 Supplying and fixing of class A (medium duty) GI pipe of wall thickness not less than 3.25mm on pole/wall/drain crossing with necessary clamping arrangements for UG cable of 1.1KV - 40mm Mtr 60 335.00 20100.00

72 6.11.1 Supplying and fixing of heavy duty cable glands suitable for UG cable of 1.1 KV class (metal only) - 19/20mm Each 8 68.00 544.00

73 6.11.2 Supplying and fixing of heavy duty cable glands suitable for UG cable of 1.1 KV class (metal only) - 25mm dia Each 0 84.00 0.00

74 6.11.3 Supplying and fixing of heavy duty cable glands suitable for UG cable of 1.1 KV class (metal only) - 32mm dia Each 4 117.00 468.00

75 6.17.3 Supplying tinned copper lugs and crimping and wiring to terminal point for wire of the following sizes. - 4 sqmm Each 50 7.00 350.00

76 6.17.4 Supplying tinned copper lugs and crimping and wiring to terminal point for wire of the following sizes. - 6 sqmm Each 30 7.00 210.00

77 6.17.5 Supplying tinned copper lugs and crimping and wiring to terminal point for wire of the following sizes. - 10 sqmm Each 20 8.00 160.00

78 6.17.6 Supplying tinned copper lugs and crimping and wiring to terminal point for wire of the following sizes. - 16 sqmm Each 12 12.44 149.28

79 6.17.8 Supplying tinned copper lugs and crimping and wiring to terminal point for wire of the following sizes. - 35 sqmm Long Barrel Each 16 32.00 512.00

80 6.18.3 Supplying and running GI/Copper conductor for grounding and (along with other wires in conduit system of wiring) using necessary suitable size clamps, nails, guttas/spacers etc. - 8 SWG GI Wire Mtr 150 19.00 2850.00

81 7.8.5 Supplying of .. TR Invertor type split Air conditioners suitable for operation on A/C supply single phase 50 Hz 230 Volts with hermetically sealed inverter compressor with air cooled condenser, latest R410A / R-32 refrigerant fan motor, start & run capacitors, relay & over load protector internal unit, with one indoor & one outdoor unit The condenser unit will be placed outside the room avoid noise including standard length of suitable size copper tubing covered with nitrile rubber insulation tube. suitable capacity 3 core sheathed/ PVC copper cable and a battery operated wireless remote unit. - 1.5 ton capacity 5 star Each 9 53000.00 477000.00

82 7.12 Installation charges for split type air conditioner with allied works for one indoor and one outdoor unit is to be mounted on suitable Angle Iron support up to 3.0 ton split/cassette type A/C. Each 9 2900.00 26100.00

83 7.13.1 Supplying and installation of insulated refrigerant copper tubing of 5/8" and 3/8" with polythene foam insulation 3 core 80 stand copper wiring between indoor and outdoor unit Leak testing oil and gas charging for additional piping length of tube. - Split Mtr. 36 1155.00 41580.00

84 7.22 Extra for Fabrication supply and fixing of Stand fabricated using slotted angle /L angle of size 6mm x 50mm for mounting out door/indoor A.C. unit/ Batteries. Each 9 2215.00 19935.00

85 10.1.2 Supplying, erecting, testing and commissioning of voltage stabilizer suitable for 170 to 270 V input and load variation from no load to full load, with over load protection, spike suppression, operating at 00 C to 400 C. Range etc., complete. - 4KVA Capacity Each 9 4180.00 37620.00

86 10.2.4 Supplying, erecting, testing & commissioning of OFF- LINE UPS system suitable for operation on 230V, 50Hz, A/C supply, with all accessories complete and Excluding batteries and wiring complete. - 3 KVA OFF LINE UPS Each 3 31100.00 93300.00

87 10.4.5 Supplying, installation, testing & commissioning of 12Volts ..AH batteries in poly propylene container for D.G. sets. Low maintenance batteries, plate type. - 120 AH capacity Each 6 18400.00 110400.00

88 LS Add Misc. for the rounding off 36009.52

Grand Total of Detail Estimates 0.00 1800000 1800000.00

Asst. Executive Engineer, Executive Engineer,

PWD,SUB DIVISION , ATHANI PWD,DIVISION,CHIKODI

PROPOSED CONSTRUCTION OF 3 JUDICIAL QUARTERS FOR Addi. Sr.CJ & JMFC, II & III-ADDI. CJ & JMFC AT ATHANI IN BELAGAVI DIST

Sub Estimate No : Rain water Harvesting

DETAILE ESTIMATE

1 17.1 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.

For RWH Soak Pit

2 40 mm down size A-38 (volume 1)

3 20 mm down size A-38 (volume 1)

4 17.3 Supplying, filling, spreading &leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. (Volume 2)

5 1 K010 K040D Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used.) HDPE Grade PE80-PN12.5,110mm dia

Downtake pipe 14 X 10 = 140.00

Asst. Executive Engineer, Executive Engineer,

P.W.D. Sub-Division, Khanapur P.W.D. Division, Belagavi

PROPOSED CONSTRUCTION OF 3 JUDICIAL QUARTERS FOR Addi. Sr.CJ & JMFC, II & III-ADDI. CJ & JMFC AT ATHANI IN BELAGAVI DIST

RATE ANALYSIS FOR RAIN WATER HARVESTING

Sr. No. Item of work Volume 2021-22 Unit Basic Rate Diff in cost of material Rate Area Weightage 5% Total rate

1 17.1 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 5 Pg No 151 cum 666.67 0.00 666.67 0 666.67

4 17.3 Supplying, filling, spreading &leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. (Volume 2) 2 151 cum 397 0.00 397.00 0 397.00

5 1 K010 K040D Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used.) HDPE Grade PE80-PN12.5,110mm dia 5 Pg No 123 m 544 0.00 544.00 27.2 571.20

Asst. Executive Engineer, Executive Engineer,

P.W.D. Sub-Division, Khanapur P.W.D. Division, Belagavi

PROPOSED CONSTRUCTION OF 3 JUDICIAL QUARTERS FOR Addi. Sr.CJ & JMFC, II & III-ADDI. CJ & JMFC AT ATHANI IN BELAGAVI DIST

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

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

SUMP TANK,SEPTIK TANK & SOAK PIT

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

Excavation in Ordinary soil

2 2.1.3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates

3 6.2 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.

BBM 230thk Wall

Septik Tank Partation 2 1.50 0.23 2.00 = 1.38

4 8.2.2 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.

Internal Wall Plaster

Septik Tank Partation Wall 4 2.00 2.00 = 16.00

5 8.12 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineer- in-Charge.

Quantity Vide as Item No 4 = :- = 76.00

6 8.11 Providing Neat cement punning to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.

Quantity Vide as Item No 4 :- = 76.00

7 2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

Sump Tank 4.00 X 2.00

Septik Tank 3.50 X 2.0

Total up to date Quantity :- = 16.81 Cum 9273.00 155879.13

8 11.32 Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately)

Sump Tank Size = 821.39

Septik Tank = 684.88

Say :- = 1.51 Ton

TOTAL 367117.56

Asst. Executive Engineer, Executive Engineer,

P.W.D. Sub-Division, Khanapur P.W.D. Division, Belagavi

PROPOSED CONSTRUCTION OF 3 JUDICIAL QUARTERS FOR Addi. Sr.CJ & JMFC, II & III-ADDI. CJ & JMFC AT ATHANI IN BELAGAVI DIST

SUMP TANK & SEPTIK TANK & SOAK PIT

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

1 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m 36.28 Cum 470.00 17051.60

2 2.1.3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates 2.72 Cum 5554.00 15112.43

3 6.2 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. 1.38 Cum 6696.00 9240.48

4 8.2.2 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. 76.00 Sqm 230.00 17480.00

5 8.12 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineer- in-Charge. 76.00 Kgs 51.00 3876.00

6 8.11 Providing Neat cement punning to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. 76.00 Sqm 51.00 3876.00

7 2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 16.81 Cum 9273.00 155879.13

8 11.32 Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) 1506.27 Kgs 96.00 144601.92

Asst. Executive Engineer, Executive Engineer,

P.W.D. Sub-Division, Khanapur P.W.D. Division, Belagavi

PROPOSED CONSTRUCTION OF 3 JUDICIAL QUARTERS FOR Addi. Sr.CJ & JMFC, II & III-ADDI. CJ & JMFC AT ATHANI IN BELAGAVI DIST

SUMP TANK & SEPTIK TANK & SOAK PIT Add for Formwork

SL.NO DISCRIPTION UNIT VOLUME PG NO ITEM NO BASIC RATE SR 2021-22 % Amount 5% RATE

1 1.6.1 Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work.In all kinds of soils. Depth upto 1.50m Cum 1 6 1.6.1 470.00 470.00 0.00 470.00

2 2.1.3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Cum 1 15 2.1.3 5554.00 0.00 0.00 0.00 5554.00 0.00 5554.00

3 6.2 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 2 13 6.2 6696.00 0.00 0.00 0.00 6696.00 0.00 6696.00

4 8.2.2 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 2 41 8.2.2 230.00 0.00 0.00 0.00 230.00 0.00 230.00

5 8.12 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineer- in-Charge. Kgs 2 43 8.12 51.00 0.00 0.00 51.00 0.00 51.00

6 8.11 Providing Neat cement punning to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 2 43 8.11 51.00 0.00 0.00 0.00 51.00 0.00 51.00

7 2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 1 17 2.5.1 6182.00 0.00 0.00 0.00 6182.00 50.00% 3091.00 0.00 9273.00

8 11.32 Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) Kgs 1 84 11.32 96.00 0.000 0.00 0.00 96.00 0.00 96.00

Asst. Executive Engineer, Executive Engineer,

P.W.D. Sub-Division, Khanapur P.W.D. Division, Belagavi

PROPOSED CONSTRUCTION OF 3 JUDICIAL QUARTERS FOR Addi. Sr.CJ & JMFC, II & III-ADDI. CJ & JMFC AT ATHANI IN BELAGAVI DIST

Detail Estimate

Order Item Code Item Name Unit Quantity Rate(INR) Total(INR)

1 T-304 Teak Wood Officer Table : (Accounts Officer Table) Of size 7'x3'x30". Made out of 2.25"x2.25" Teak Wood legs. Table upper side patti 4"x1.25" and lower side 2"x1.25" and 12mm Commercial ply with 1mm laminate wherever visible. Table to have one drawer and one cupboard on either side. Along with one Key board. Doors and Drawers to be provided with SS handles and good quality locks and channels. NOS 1 34,980.00 34980.00

2 TC-315 Teak Wood Revolving Chair : Chair upper construction seasoned teak wood with melomon polish, Stain less steel 5 caster wheel legs, Hydraulic height adjustment. The Chair shall be neatly finished and polished. NOS 1 13,200.00 13200.00

3 TC-313 Teak Wood Chair Seat with Cushion (Rexin) : Leg size 2"x1.5" with front and back legs of size 37"x2"x1.5".Handle of size 2"x1.5". Chair side bars 3"x1.1/4" pattis. Seat with teak planks/rexin, back teak wood pattis. Chair shall be neatly finished and polished. NOS 3 9,240.00 27720.00

4 CT-321 Corner Table : Of size heigth 2', Width 3'. Made out of MDF/PLY with Veneer. Front with glass .top closed with MDF/PLY veneer NOS 1 17,800.00 17800.00

5 S-003 (A) Teak wood European Model Teapoy : Of size 3'x2'. Leg size 3"x3", side support patti 3"x1.25". Upper portion 4"x1.25". Bottom side Teak wood patties. Top with 8mm glass. NOS 1 10,980.00 10980.00

6 VP-317 (New) Wardrobe : Providing and Fixing Veneer Paneling over the 50mm x 35mm sal wood frame work and top covered out of 4mm thick approved veneer fixed over 12mm ply finished in melomine polish, complete including cost and conveyance of all materials, labour for all items of work HOM of equipment etc., complete as per specification. (Rate Per Sq.Mtr) MTR 10.8 7,780.00 84024.00

7 W-317 & W-318 Wardrobe : Made out of 18mm OSR PLPB (good quality)/Ply with lamination. (One side raw Prelaminated particle board) on three sides and back of 12mm PLPB. Inner design should have drawers in the center with lock. Top 3 ft should be open with 1 hanger rod. Bottom portion should have 1 shelf. Exterior to be finished with laminate/ veneer as per requirement. (Rate per Sqfeet) MTR 10.8 2,080.00 22464.00

8 BR-349 (New) Book Rack with glass : Of size 6'x3'x18". Made out of 18mm thick black board with 3 shelves laminated glass sheters, Inner side paint. Outer surface polish. NOS 2 27,480.00 54960.00

9 T V Showcase Imported model designer look TV Showcase size of 60"X60" EACH 1 25,500.00 25500.00

10 Door Curtains: Supplying and Fixing good quality crush cloth American style Curtains stitched door and window Curtains with Rings, side Holders (knob), Stainless steel rod with center support feet height including all taxes labour and transportation etc, Complete. (7 feet height) EACH 1 3400.00 3400.00

11 Window Curtains Supplying and fixing good quality crush cloth American style Curtains stitched window Curtains with Rings, side Holders (knob), Stainless steel rod with center support feet height including all taxes labour and transportation etc, Complete. (5.5' feet height) EACH 1 2550.00 2550.00

12 S-003 (B) Teak wood European Model Sofa Set : Made out of teak wood sofa, side & front bars 6"x1.25". Front leg size 4"x4" & back leg 6"x1.25". Handle support patti 6"x1.25", handle 4"x2", Sofa head rest patti 6"x1.25". Seat and back PLBP with cushion. NOS 3 89,600.00 268800.00

13 DT-204 Teak Wood 2 Leg (Side Legs) Dinning Table : Size 6'x3'. Leg size 2.5'x6"x6"=02 Nos.Support patti-1.5'x4.5"x2"-06 Nos. Top support 3'x4"x1.5"-02Nos. L-5'x2"x1.5"-01 No. & middle support 4.5'x3"x1.5"=01 No. with 12mm glass for Table top. Table shall be neatly finished and polished. NOS 1 33,600.00 33600.00

14 DC - 210 Teak Wood Dinning Square Leg Chair, Seat With Cushion back with patti : (Rose wood model) Made out of Teak Wood leg size 2.5"x2.5" seat patties of size 3"x1.25" seat with cushion, back with patties. Chair shall be neatly finished and polished. NOS 6 8,160.00 48960.00

15 ST-326 & ST-327 Shoe Stand : (Close and Open portion) Of size W-4'xHt.-2.5'xdepth-15". Shoe Stand made out of 18mm ply with veneer as per design. The door of the shoe stand should be made of 3"x1.25" teak wood patti, covered with teak wood lowers for ventilation. All edges to be covered with of half round teak wood beading. NOS 1 14,860.00 14860.00

16 C-103 Rose Wood Carving Cot : Size 6.5'x5'. Leg size 3"x3" . Side bars 4"x2". Leg side hight 18", head side hight 36". Head and leg side ply with veneer and rose wood maulding. Top 18mm ply/partical board. Back jungle wood support. NOS 3 62,500.00 187500.00

17 Mattress a) Providing and Supplying imported sleepwell impression make High Brand mattress for size 78"X60"X6" with cotton quilted finished for comfort all weather fabric used. EACH 3 45600.00 136800.00

18 Pillow Supply of good quality pillow 24"X15"X15" (Rurlon/ Omega/ Restolux/ Sleepwell) equal brand EACH 3 1,500.00 4500.00

19 LET TV: Providing and Fixing Sony/Samsung/LG/Videocon Brand LED 43" TV with all accessories with suitable stabilizer and dish antenna etc, all lead & left coveling charges EACH 1 82500 82500.00

20 Refrigerator: Providing and Fixing Godrej/Samsung/LG/Videocon/Brand 185 Lrt EDZE Model Refrigerator with all accessories with suitable stabilizer and Stand etc, with all lead & lift conveling chargees EACH 2 14200 28400.00

21 Microwave Oven: Providing and Fixing Godrej/Samsung/LG/IFB Brand 25 Ltr GPI MKM Model Microwave Oven with all accessories with suitable stabilizer etc, with all lead & lift conveling charges EACH 1 13000 13000.00

22 Providing and supplying Acoustical Wall Paneling' with square edges made of fibre glass substrate 25mm thick and wrapped on the front side with an acoustically transparent and classified for Fire reaction Class A, as per ASTM E-84, fabric with option of colors - as per the choice of the Architect/Engineer incharge of the size 600x600mm, 600x1200mm & 600x1800mm providing a minimum sound absorption level of 0.85 NRC to be affixed to wall using Wall panel lmpalersand construction adhesives as per the instructions laid down by the certified manufacturer. 30.69 1.8

LIVING ROOM sqm 65.05 4939.6 321320.98

PWD SR 18-19, Page No.326 Item No 39.12.2

23 Providing & Fixing of Mineral Fibre Acoustical Suspended Ceiling System in module size of 600 x 600 x 20mm with Exposed Grid. The tiles should have Humidity Resistance (RH) of 99%, NRC 0.7, Light Reflectance ;,85%, Thermal Conductivity k = 0.052 - 0.057 w/m K, Colour White, Fire Performance UK Class 0 I Class 1 (BS 476 pt- 6 &7)with sand texture finish andsuitable for Green Building application with Recycled content of 47%. The tile shall be laid on 24 mm wide T- section flanges colour white having rotary stitching on all T sections i.e. the Main Runner, 1200 mm & 600 mm Cross Tees with a web height of 38mm and a load carrying capacity of 15Kgs/sqm&pull out strength of minimum 100 Kgs. The T Sections should have a Galvanizing of 90 grams per Sqm and need to be installed with Suspension system of approved make.

LIVING ROOM sqm 34.08 1780.8 60689.66

FOR G ONLY 1657855.26

Asst. Executive Engineer, Executive Engineer,

P.W.D. Sub-Division, Khanapur P.W.D. Division, Belagavi

ITEMS NOT FOUND IN SR 2021-2022

1 Fabricating providing and erecting in poiston of Hot dip galvanised M.S Ornamental security Gill using 75 X 12mm MS Flat for alround frame work with verticals at the centre and horizontal centre support M S Square of 20 x 20 mm of different heights as shown in the drawing are to be fixed at 16 cms C/C for square bars of full height and at 8 cms C/C for bottom rods providing ornamental C I Designers at the bottom and C.I arrows in the middle and top. The entire frame work is to be fixed by means of expansion bolts to the brick pillars with necesary drilling holes. The work includes providing two coats of enemel painting over one coat of red led ready mix primer coat etc complete cost of labour, painting, erection charges using hoist pullycranes wiyh all lead and lift, loading, transporting and unloading using hoist pulley cranes, scaffolding charges and all other incidental charges required for successful completion of the work as per specification and drawing. CIVIL WORK GROUND FLOOR

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

3 Providing and fixing CI Nahani trap of approved make conforming to ISI specifications and construction of Cistern in M-15 as per directions (Rate is inclusive of cost of materials and fixtures and conveyance of materials to work spot). 10cms x 7.5cms WATER SUPPLY

4 40 mm nominal size (Code no:0750 Pg No,II) RAIN WATER HARVESTING

5 20 mm nominal size (Code no 0749 Pg No,II) RAIN WATER HARVESTING

6 Natural sand 5.6 to 75 micron (Code no 0772 Pg No,II) RAIN WATER HARVESTING

7 KSRB13-9.7 : Providing and fixing to wall, ceiling and floor high density polyethylene pipes 6.00 kgf/sq.cm working pressure 110mm outside diameter with special flange, compression type fittings, wall clips, making good the wall, ceiling and floor, including cost of all materials, labour charges, HOM of equipments and testing complete as per specifications. Specification No.KBS 13.2.15.2 (94/13.73.5) WATER SUPPLY

8 Supply of 150mm dai ERWB-Class Casing pipe and the insertion of casing pipes to initial depth of 20Mtrs i) Insertion of casing pipe beyond 20 mtrs ( measurements of over burden is restricted to the depth of casing pipe fixed excluding initial depth of 20 mtrs, and projection above ground level. ( PRED GLB SR 2012-13 Page no 80 Item no6) (THIS ITEM IS NOT THERE IN NEW SR-2021-2022) BORE WELL

9 Providing and installing of approved make pre painted Galvalume iron Accessories, like, plain, ridges, plain gutter, plain flashing, corner Trim, etc The total coated thickness (TCT) of the sheet shall be 0.47 mm +!- 0.02 tolerance mm Zinc-Aiu Alloy coating AZ 150 gsm as per ASTM 1397/755-550 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 20-22 microns using self drilling I self tapping screws of 25 mm length. (width upto 500-600 mm only), to be fixed over the existing purlins, rafters, channels and trusses. PARKING SHED

10 KSRB 8.6-6 : Providing and fixing on wall surface 2.5kg / sq.cm H.D.P.E. rain down water pipes 110mm outer dia approved make and brand with necessary specials like shoes, bends and offsets fixed with iron clamps, wall plugs, screws, including cost of materials, labour, curing complete as per specifications. PARKING SHED