ONSTRUCTION OF NEW G+1 COMBINED DIVISIONAL & SUB- DIVISIONAL OFFICE BUILDING WITH SUB- DIVISIONAL OFFICE AT GROUND FLOOR AND DIVISIONAL OFFICE AT FIRST FLOOR AT EXISTING DIVISIONAL CAMPUS UNDER P.H. DIVISION BHABUA IN DISTRICT OF KAIMUR FOR THE YEAR 2025-26.

SHORT TERM RE-TENDER NIT No –02/2026-27/BHABUA (This tender already published in financial year 2025-26 in NIT No.- 06/2025-26/Bhabua)

TECHNICAL BID SHEET OF GROUP- 01

Name of Work Name Of Work :- CONSTRUCTION OF NEW G+1 COMBINED DIVISIONAL & SUB- DIVISIONAL OFFICE BUILDING WITH SUB- DIVISIONAL OFFICE AT GROUND FLOOR AND DIVISIONAL OFFICE AT FIRST FLOOR AT EXISTING DIVISIONAL CAMPUS UNDER P.H. DIVISION BHABUA IN DISTRICT OF KAIMUR FOR THE YEAR 2025-26. Cost of Work as per BOQ(Rs in Lakhs) 200.839 Time of Completion in months 12 ALL COLOURED CELL TO BE FILLED ACCORDINGLY

Sanctioned Amount - As per Technical Approval Date of Tender 18.04.2026

Sl No. Items Requirement Requirement Cl. No.

Name of the Contractor

Address of the Contractor

1 Bid Validity Bids shall remain valid for a period not less than 180 days after the deadline date. A Bid valid for a shorter period shall be rejected by the Employer as non-responsive 180 Days 15.1 Page/17 Bid validity periods In days

2 Bid Security Unconditional bank guarantee from any scheduled Indian bank issued within the state in the format given (If issued from any bank outside state will be converted to any bank within the state before executing the agreement, duly pledged in favour of the Executive Engineer, P.H. Division, Bhabhua. 16.1 Page-17 Amount To be entered (Rs in Lakhs)

Bid Security Amount - (Rs. In Lakhs) 4.020 Bid Security Amount - Rs. 0.00

3 (i) Legal Status of Bidder. 4.3(a) Page-12

(ii) Place of Registration.

(iii) Principal place of Business

(iv) Power of attorney of signatory Bid Attached or Not 4.2(iv) Page-11

4 Total value of civil engineering construction work performed in last three years. Attached shall have valid Unique Document Identification Number (UDIN Achieved in any one year a minimum annual financial turnover (in all classes of civil engineering construction works only) volume of construction work of at least the amount equal to the 50% (fifty percent) estimated cost of works for which bid has been invited. The turnover will be indexed at the rate of 8% for a year. The certificates attached in support of turnover). 100.42 4.5A (a) Page-12

2022-23 Amount To be entered (Rs in Lakhs)

Escalation Factor= 1.33 0.00000

2023-24 Amount To be entered (Rs in Lakhs)

Escalation Factor= 1.21 0.00000

2024-25 Amount To be entered (Rs in Lakhs)

Escalation Factor= 1.1 0.00000 0.00000

5 Work Experience of Similar nature work any one year during last three years Satisfactorily completed Similar nature works of value not less than 10% ( Ten Percent) of the estimated cost of at least one work for which the bid has been invited during last three years. 20.08 4.5A (b) Page -12-13 Amount To be entered (Rs in Lakhs)

6 Bidding Capacity: Should be more than Available Bid capacity = (A x N x 3 - B)= Rs. _____, Where A= Maximum Value of work executed in any one year during last 5 yrs. , N = Number of years prescribed for completion of the works (Design Build Period) for which bids are invited, B= Value (updated to the price level of the year indicated in Appendix) of existing commitments and on-going works to be completed during the next 12 months 200.84 4.7 Page-20 Amount To be entered (Rs in Lakhs)

7 (a) Existing commitments and ongoing works Page - 20 Amount To be entered (Rs in Lakhs)

(b) Work for which Bid already submitted Page - 20 Amount To be entered (Rs in Lakhs)

8 Availability of key items of Contractor's Equipment Type of Equipment/Maximum age No. Required Nos. Max. Age 4.5(B) (b) Page-26 Annexure-I Nos./ Max. Age

Concrete Mixer 1 5

Vibrator (Plate & Niddle) 2 5

Water Tanker 1 5

Steel Shuttering 2000 sft 5

9 Key Personnel 4.5(B) (b) Page-34 Annexure-II Name of the Personnel and Experience in years

Site Engineer B.E. (Civil) + 03 Years Exp. (3 years in Building Construction) or Diploma in Civil + 7 year Exp. In Building Construction or retired A.E. 1

Site Supervisor Fresh Graduate in Civil or Diploma Civil + 02 Years Exp. or retired I.T.I Holder. 2

10 Evidence of accesses to Financial Resources Evidence of access to or availability of credit facilities (10% of estimated cost), certified by bankers (Not more than 3 months old). (Rs in Lakhs). 20.08 Page 15 4.3 (g) Amount To be entered (Rs in Lakhs)

11 Proposed methodology and programme of construction. Justifying their capability of execution and completion of the work as per technical specifications within the stipulated period of completion as per milestones. (Attached or not) Page 15 4.3 (l)

12 Litigation History Information regarding any litigation, current or during the last five years, in which the Bidder is involved, the parties concerned, and disputed amount. (Attached or not) Page 15 4.3 (j)

13 Affidavit Regarding statements made in the required attachments are true and correct. Page 23 12.1 (iv)

14 Undertaking Able to invest a minimum of cost upto 25% of contract value of work. During implementation of contract. 25 % of B.O.Q.Amount 50.21 Page 12 4.3 (h)

17 Character Certificate

18 Time of Completion 12 Months To be entered in months

Executive Engineer,

P.H. Division, Bhabhua.

QUALIFICATION INFORMATION

The information to be filled in by the Bidder in the following pages will be used for purposes of post qualification as provided for in Clause 4 of the Instructions to Bidders. This information will not be incorporated in the Contract.

NAME OF THE CONTRACTOR

1 For Individual Bidders

1.1 Constitution or legal status of Bidder (Attach copy)

Place of registration :

Principal place of business :

Power of attorney of signatory of Bid (Attach)

1.2 Total value of Civil Engineering construction work performed in the last five years** (in Rs. Million)

1.3.1 Work performed as prime contractor, work performed in the past as a nominated sub- contractor will also be considered provided the sub-contract involved execution of all main items of work described in the bid document, provided further that all oth

NAME OF THE CONTRACTOR

Project Name Name of the Employer* Description of work Contract No. Value of Contract (Rs. In Crore) Date of issue of work order Stipulated period of completion Actual date of completion* Remarks explaining reasons for delay & work completed)

* Attach certificate(s) from the Engineer(s)-in-Charge

** Immediately preceding the financial year in which bids are received.

 Attach certificate from Chartered Accountant.

1.3.2 Quantities of work executed as prime contractor, work performed in the past as a nominated sub-contractor will also be considered provided the sub-contract involved execution of all main items of work described in the bid document, provided further that all other qualification criteria are satisfied (in the same name and style) in the last five years.

NAME OF THE CONTRACTOR

Year Name of the work Name of the Employer* Quantity of work performed

Remarks* (indicate contract Ref)

1.4 Information on Bid Capacity (works for which bids have been submitted and works which are yet to be completed) as on the date of this bid.

(A) Existing commitments and on-going works:

NAME OF THE CONTRACTOR

Description of works Place & State Contract No. Name & Address of Employer Value of Contract (Rs Cr) Stipulated Period of Completion Value of works* remaining to be completed (Rs Cr) Anticipated date of completion

* Attach certificate(s) from the Engineer(s)-in-Charge

The item of work for which data is requested should tally with that specified in ITB clause 4.5A ©

** Immediately preceding the financial year in which bids are received.

# Delete, if prequalification has been carried out.

(B) Works for which bids already submitted :

Description of works Place & State Name & Address of Employer Estimated value of works (Rs Cr) Stipulated period of completion Date when decision is expected Remarks, if any

1.5 Availability of key items of Contractor’s Equipment essential for carrying out the Works [Ref. Clause 4.5(B)(a)]. The Bidder should list all the information requested below. Refer also to Sub Clause 4.3 (d) of the Instruction to Bidders.

NAME OF THE CONTRACTOR

Description of works Requirement Availability proposals Remarks (from whom to be purchased)

No. Capacity Owned/Leased to be procured Nos./Capacity Age/ Condition

1.6 Qualifications and experience of key personnel required for administration and execution of the Contract [Ref. Clause 4.5(B)(b)]. Attach biographical data. Refer also to Sub Clause 4.3 (e) of instructions to Bidders and Sub Clause 9.1 of the Condition

NAME OF THE CONTRACTOR

Position Name Qualification Year of Experience (General) Years of experience in the proposed position

1.7 Proposed sub-contracts and firms involved. [Refer ITB Clause 4.3(k)]

NAME OF THE CONTRACTOR

Sanction of the works Value of Sub-contract Sub-contractor (Name & Address) Experience in similar work

Attach copies of certificates on possession of valid license for executing water supply/ sanitary work/ building electrification works [Reference Clause 4.5(d) & Clause 4.5(e)]

*1.8 Financial reports for the last five years: balance sheets, profit and loss statements, auditors' reports (in case of companies/corporation), etc. List them below and attach copies.

1.9 Evidence of access to financial resources to meet the qualification requirements: cash in hand, lines of credit, etc. List them below and attach copies of support documents.

1.10 Name, address and telephone, telex and fax numbers of the Bidders' bankers who may provide references if contacted by the Employer.

1.11Information on litigation history in which the Bidder is involved.

NAME OF THE CONTRACTOR

Other Party(ies) Employer Cause of Dispute Amount involved Remarks showing Present Status

1.12 Statement of compliance under the requirements of Sub Clause 3.2 of the instructions to Bidders. (Name of Consultant engaged for project preparation is ** ........................ …………….............................)

Proposed work method and schedule. The Bidder should attach descriptions, drawings and charts as necessary to comply with the requirements of the Bidding documents. [Refer ITB Clause 4.1 & 4.3(1)]

1.15 Quality Assurance Programme

2 Additional Requirements

2.1 Bidders should provide any additional information required to fulfill the requirements of Clause 4 of the Instructions to the Bidders, if applicable.

(ii) Undertaking

*** (iii) Update of original prequalification application

*** (iv) Copy of original prequalification application

*** (v) Copy of prequalification letter

* Delete, if prequalification has been carried out.

** Fill the Name of Consultant.

*** Delete, if prequalification has not been carried out.

Check List for Submission Of Tender

Evaluation will be done as per the information provided in the document attached with tender. Bidder may disqualified, if documents are not attached properly.

Name of the Bidder

Sl. No. Checklist Items (Attach Documents in Edit Attachment Folder) Document attached

1 BIDSECURITY PHOTO COPY

2 LAST 5 YEARS ANNUAL TURN OVER

3 EXPERIENCE Of SIMILAR NATURE Of W0RKS

4 QUANTITY OF WORK OF SIMILAR NATURE EXECUTED DURING LAST 5 YEARS)

5 BALANCE VALUE OF ON GOING WORKS

6 EXISTING COMMITMENTS

7 BANKER'S CERTIFICATE FOR ACCESS OF FINACIAL RESOURCES

10 LITIGATION HISTORY

11 PLANT and MACHINARIES

12 KEY PERSONNEL

13 Registration

14 Power of Attoney

15 Legal Status Of Bidder

16 PROGRAMME Of CONSTRUCTION

17 NOC FOR DEBAR

18 LABOUR LICENCE

20 GST CERTIFICATE

21 Character Certificate

22 Any other Documens required as per NIT/ Standard Bidding Documents Required

IF YOU HAVE NOT BEEN DEBARED WRITE "NOT APPLICABLE" IN YOUR LETTER HEAD SCAN AND UPLOAD IN THE IN NOC FOR DEBAR LINK

Note:-Attachment should be self attested and should be attached as per above instruction, otherwise it may be rejected.

I, the undersigned, do hereby certify that all the statements made in the required attachments are true and correct.

Signature & Seal of the Bidder

GOVERNMENT OF BIHAR

PUBLIC HEALTH ENGINEERING DEPARTMENT

PUBLIC HEALTH DIVISION, BHABUA

CONSTRUCTION OF NEW G+1 COMBINED DIVISIONAL & SUB- DIVISIONAL OFFICE BUILDING WITH SUB- DIVISIONAL OFFICE AT GROUND FLOOR AND DIVISIONAL OFFICE AT FIRST FLOOR AT EXISTING DIVISIONAL CAMPUS UNDER P.H. DIVISION BHABUA IN DISTRICT OF KAIMUR FOR THE YEAR 2025-26.

ESTIMATED COST :-

Particulars Qty. Unit Rate Amount

GOVERNMENT OF BIHAR

PUBLIC HEALTH ENGINEERING DEPARTMENT

PUBLIC HEALTH DIVISION , BHABUA, KAIMUR

NAME OF THE WORK - CONSTRUCTION OF NEW G+1 COMBINED DIVISIONAL & SUB- DIVISIONAL OFFICE BUILDING WITH SUB- DIVISIONAL OFFICE AT GROUND FLOOR AND DIVISIONAL OFFICE AT FIRST FLOOR AT EXISTING DIVISIONAL CAMPUS UNDER P.H. DIVISION BHABUA IN DISTRICT OFKAIMUR FOR THE YEAR 2025-26

TECHNICAL REPORT

Technical Provisions made :-

1 Total built up area - 1655 sft ie 153.81 sqm

2 Includes Fire-Fighting and Fire-Alarm System.

3 Installation of internal water supply and sanitary.

4 Includes internal electric installation and power wiring.

5 Development of site which includes earth filling, Internal Road, External Sewerage distribution Lines and RWH

6 Furniture arrangement and furnishing.

Estimated Cost :-

Rates :- Estimated cost is based on CPWD plinth area rate 2022

Land Availability:- Sufficient land is available in P.H. Division Bhabua.

Specification :- All relevant standard specification of PWD and PHED of Govt. of Bihar will be followed during the execution of work.

Executive Engineer

P.H. Division Bhabua.

NAME OF THE WORK - CONSTRUCTION OF NEW G+1 COMBINED DIVISIONAL & SUB- DIVISIONAL OFFICE BUILDING WITH SUB- DIVISIONAL OFFICE AT GROUND FLOOR AND DIVISIONAL OFFICE AT FIRST FLOOR AT EXISTING DIVISIONAL CAMPUS UNDER P.H. DIVISION BHABUA IN DISTRICT OF KAIMUR FOR THE YEAR 2025-26

(Ground +1 Storey)

Abstract of Cost

(Civil + PHE + Electrical )

Sl. No. Particulars Estimated Amount (Rs.)

1 Cost for Civil Works

2 Cost for Internal Water Supply & Sanitary Works

3 Cost for Electrical Works

4 DEVELOPMENT OF SITE

5 FURNITURE & FURNISHING

6 Add GST difference of 6% as only 12% considered in SOR 2022 ( Multiplying factor 0.0536 )

7 Add Consultancy charges for tests & detailed structural drawings @ 1%

Executive Engineer

P.H. Division Bhabua

CONSTRUCTION OF NEW G+1 COMBINED DIVISIONAL & SUB- DIVISIONAL OFFICE BUILDING WITH SUB- DIVISIONAL OFFICE AT GROUND FLOOR AND DIVISIONAL OFFICE AT FIRST FLOOR AT EXISTING DIVISIONAL CAMPUS UNDER P.H. DIVISION BHABUA IN DISTRICT OF KAIMUR FOR THE YEAR 2025-26

(Ground +1 Storey)

Summary of Estimated Cost

Sl. No. Particulars Total Estimated Amount (Rs.)

0.0 Earth Works

0.0 Concrete Works

0.0 Reinforced cement concrete works

0.0 Masonary Works

0.0 Steel Works

0.0 Flooring Works

0.0 Plaster & Finishing works

0.0 Water proofing Treatment Works

0.0 Miscellaneous Works

0.0 Carriage of Materials

Total (Civil Works) : Rs.

Executive Engineer

P.H. Division Bhabua

(Ground +1 Storey)

Estimate of Cost

Items Covered Under BCD-SOR-2022, effective from 01.01.2022

Sl. No./ Code. SOR-22 Description of Work Unit Qty. Rate (Rs.) Amount (Rs.)

1.1/ 2.6 Earth work in excavation over areas ( exceeding 30 cm in depth. 1.5 m in width as well es 10 sqm on plan) including disposal of excavated earth , lead upto 50 m and lift upto 1.5 m; disposed earth to be levelled and neatly dressed.

2.6.1 All kinds of soil cum 0.99_);\(0.99\)

1.2/ 2.26 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 lead. cum 123.9

1.3/ 2.28 Supplying and filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. cum 287.3

Sub Total '1' (Earth Work) : Rs.

0.0 Concrete Work

2.1/ 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level.

2.1.1/ 4.1.3 1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size) cum 3998.1

2.2/ 4.12 Extra for providing and mixing water proofing material in cement concrete work in the proportion recommended by the manufactures. Per 50 kg Cement 0

Sub Total '2' (Concrete Work) : Rs.

0.0 Reinforced Cement Concrete Works

3.1/ 5.9 Centring and shuttering including strutting, propping etc. and removal of form for:

3.1.1/ 5.9.1 Foundations, footings, bases of columns, etc., for mass concrete. sqm 211.6

3.1.3/ 5.9.2 Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc. sqm 0

3.1.3/ 5.9.3 Suspended floors, roofs, landings, balconies and access platform sqm 437.5

3.1.4/ 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. sqm 404.7

3.1.5/ 5.9.6 Columns, Pillars, Piers, Abutments, Post and struts sqm 494.4

3.1.6/ 5.9.7 Stairs, (excluding landings) except spiral staircases. sqm 439.9

3.1.7/ 5.9.13 Vertical and Horizontal fins individually or forming box louvers band, facias ane eaves boards. sqm 0.00_);\(0.00\)

3.1.8/ 5.9.19 Wheather shade, Chajja, corbels etc., including edges. sqm 550.9

3.1.9/ 5.9.16.1 Edges of slabs and breaks in floors and walls :

Under 20 cm wide Metre 0.99_);\(0.99\)

3.2/ 5.22 Reinforcement for RCC work including straightening. Cutting, bending, placing in position and binding all complete.

Thermo-Mechanically Treated bars

3.3/ 5.33. Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cementcontent as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and including retard setting of concrete, improve workability without impairing strength and admixtures in recommended proportions as per IS: 9103 to accelerate,reinforcement,durability as per direction of Engineer-incharge.

3.3.1/ 5.33.1 All work upto plinth level cum 0.99_);\(0.99\)

3.3.2/ 5.33.2 All work from plinth level upto floor V level. cum 5863.2

Sub Total '3' (RCC Work) : Rs.

0.0 Masonary Work

4.1/ 6.1C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in :

4.1.1/ 6.1.14C Cement mortar 1:6 (1 cement: 6 coarse sand ) - 250 mm th Brick work cum 4923

4.1.2/ 6.1C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in :

4.1.2/ 6.1.12C Cement mortar 1 : 4 (1 cement : 4 coarse sand)- 125 mm th Brick work cum 5116.3

4.2/ 6.3C Extra for Brick work in superstructure above plinth level upto floor V cum

4.2.1 250 mm th Brick work in C.M (1:6) cum 842.2

4.2.2 125 mm th Brick work in C.M (1:4) cum 842.2

4.4/ 6.21A Extra for providing and placing in position 2 Nos, 6 mm dia , MS bars at every third course of half brick masonry (with F. P. S. bricks)

Sub Total '4' (Brick Work) : Rs.

5.1/ 9.20.1 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type,core of block board construction with frame of 1 st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:shutters:

5.1.1/ 9.20.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws sqm 1775.3

5.2/ 9.96 Providing and fixing aluminium sliding door bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete:

5.3/ 9.97 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ), transparent or dyed to required colour or shade, with necessary screws etc. complete:

5.4/ 9.98 Providing and fixing aluminium pull bolt lock, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour and shade, with necessary screws bolts, nut and washers etc. complete. each 0.00_);\(0.00\)

5.5/ 9.100 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete:

5.6/ 9.101 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.

9.101.2 Twin rubber stopper each 60.8

5.7/ 9.23 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of shutters (overall area of door shutter to be measured) Sqm 401.4

5.8/ 9.40 Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete:

9.40.1 2nd class teak wood

Sub Total '5' (Wood Work) : Rs.

6.1/ 10.12.1 Providing and fixing steel glazed doors, windows and ventilatrs of standard rolled steel sections, joints mitered and welded with 15x3 mm lugs 10 cm long with steel lugs embedded in cement concrete blocks 15x10x10 cm of 1:3:6(1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with woodenplugs and screws or raw) plugs and screws or with fixing dips or with bolts and nuts as required, including providing and fixing of glass panes with glazing dips and special metal-sash putty pf approved make complete including applying a priming coat of approved steel primer; excluding the cost of metal beading and other fitting except necessary hinges or pivots as required.

6.2/ 10.15 Providing and fixing pressed steel door frame confirming IS code 4351 manufactured from commerical mild steel sheet of 1.25 mm thickness including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50 x 25 mm or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by . mechnical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge:

6.3/ 10.18 Providing and fixing circular/hexagonal cast iron or M.S sheet box for ceiling fan clamp 140 mm internal dia, 73 mm height, 5 mm thick rim bottom and top lids, 1.5 mm thick M.S sheet with its top surface hacked for proper bonding top lid shall be screwed into the cast iron box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamps shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing each 165.4

6.4/ 10.32.2 Steel work welded in built up sections/framed worK including cutting hoisting, rixing in position and applying a priming coat of approved steel primer using structural steel, etc. as required.

In gratings, frames, guard bar, ladders, railings, brackts. gates & similar works kg. 114.6

6.5/ 9.48 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.

6.6.1/ 9.48.1 Fixed to steel windows by welding. kg. 144.5

6.4/ 10.32 Steel work welded in built up section/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required

6.5.1/ 10.32.2 In gratings, frames, guard bar, ladders, railings, brackts. gates & similar works. kg. 121.9

6.8/ 10.3 Providing and fixing in position collapsible steel shutters with vertical channes 20x10x2 mm and braced with flat iron diagonals 20x5 mm size with top and bottom rail of T-tron 40x40x6 mm with 40 mm dia steel pulleys complete with bots.nuts locking arrangement stoppers handies including applying a priming coat of approved steel primer

Sub Total '6' (Steel Work) Rs.

0.0 Flooring work

7.1/ 11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering taxes, royalty all complete as per building specification and direction of E/I. sqm 283.3

7.2/ 11.41 Providing and laying vitrifed floor tiles in different sizes {thickness to ben specified by the manufactruer) with water absorption's less than 0.08 % and conforming to IS 15622 of approved make in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) including grouting the joint with white cement and matching pigments etc., complete

11.41.2 Size of Tile 600x600 mm metre 0

7.3.2/ 11.41 Providing and laying vitrifed floor tiles in different sizes {thickness to be specified by the manufactruer) with water absorption's less than 0.08 % and conforming to IS : 15622 of approved make in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand ) including grouting the joint with white cement and matching pigments etc., complete.

11.41.2 Size of Tile 60x60 cm sqm 1638.8

7.4/ 11.46 Providing and laying Vitrified tiles in different sizes (thickness to bem specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete.

7.4.2/ 11.46.2 Size of Tile 600 x 600 mm. sqm 1191.8

7.5/ 11.38 Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of ist quality conforming to IS : 15622 of approved make in colours such shades except white , Ivory , Grey , Fume Red , Brown , laid on 20 mm thick Cement motar 1:4 (1 cement: 4 coarse sand ) including pointing the joints with white cementand matching pigment etc., complete. sqm 862.4

9.6/ 11.36 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (Thickness to be specified by the manufacture) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer -in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Motar 1:3 (1cement : 3 coarse sand ) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete. sqm 795

8.9/ 11.32 Extra for Kota stone / sand stone in treads of steps and risers using single up to 1.05 metre.length Sqm 0

8.10/ 11.31 Extra for pre finished nosing in treads of steps of Kota stone / sand stone slab. Metre 0 0.99_);\(0.99\)

11.56 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete asper 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.

11.56.1 Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. sqm 3605.2

8.3 Providing edge moulding to 18 mm thick marble stone counters, vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in- Charge.e.

8.3.2 Granite work m 0.00_);\(0.00\)

7.3.2/ 11.3 Cement concrete flooring 1:2:4(1 cement:2 coarse:sand:4 graded stone agregate) finished with a floating coat of neat cement including cement slurry, etc. but excluding the cost of nosing of steps etc. complete.

7.3.2/ 11.3.1 40 mm thick with 20 mm nominal size stone aggregate sqm 0.00_);\(0.00\)

7.4/ 11.6 Cement plaster skirting (upto 30 cm hieght) with cement mortar 1:3 (1n cement:3 coarse sand) finished with a floating coat of neat cement.

Sub Total '7' (Flooring Work) : Rs.

0.0 Plaster & Finishing Works

8.1/ 13.11 12 mm cement plaster of mix

8.1.1/ 13.11.4 1:6 (1 cement : 6 coarse sand) sqm 141.5

8.2/ 13.12 15 mm cement plaster on rough side of single or half brick wall of mix.

8.2.1/ 13.12.2 1:4(1 cement: 4 coarse sand ) sqm 176.4

8.3/ 13.24 6 mm cement plaster to ceiling of mix.

8.3.1/ 13.24.2 1:4 (1 cement : 4 coarse sand) sqm 125.6

8.4/ 13.80A.2 Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. sqm 105.4

8.5/ 13.77 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade.

8.5.1/ 13.77.2 New work (two or more coats) over and including priming coat with cement primer. sqm 102.3

8.6/ 13.81 Applying priming coat:

8.6.1/ 13.81.1 With ready mixed pink or grey primer of approved brand and manufacture on woodwork (hard and soft wood) sqm 0.00_);\(0.00\)

8.6.2/ 13.81.3 With ready mixed red oxide zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel works sqm 34.6

8.7/ 13.93 Painting with synthetic enamel paint of approved brand and manufacture to give an even shed.

13.93.1 Two or more coats on new work sqm 84.5

8.8/ 13.116 Forming groove of uniform size from 12 x 12 mm and upto 25 x 15 mm in plastered surface as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repairs to the edges of plaster panel and finishing the groove complete as per specifications and direction of the Engineer-in-charge. Metre 47.1

8.9/ 13.26 Neat Cement punning Sqm 40.5

8.10/ 13.46 Finishing walls with Acrylic Smooth exterior paint of required shade :

13.46.1 New work (Two or more coat applied @ 1.67 Ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/10 sqm) Sqm 137

Sub Total '8' (Finishing Works) : Rs.

0.0 Water Proofing Treatment Works :

9.1/ 22.3 Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed protions of W.C. kitchen and the like consisting of :

i) 1st course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface.

ii) IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface.

iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg per sqm of area.

iv) IVth course of 400 micron thick PVC sheet (overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/sqm Sqm 480.6

22.2 Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/ sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be aid using Butane Torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 650/450N/5 cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane.

22.20.1 3 mm thick.. Sqm 472.5

Sub - Total '9' (Water Proofing Treatment Works) : Rs.

0.0 Miscellaneous works

4.17 Providing plinth protection .75 m wide consisting of 12 mm thick cement plaster 1;6 with neat cement punning over 75 mm thick P.C.C. (1:3 :6) over brick flat soling over 75 mm thick local sand filling all complete Sqm 436.6

10.2/ 12.39 Making khurras 45 x 45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1mx1mx400micron, finished with 12mm cement plaster 1:3 (1cement:3 coarse sand) and a coat of neat cement rounding the edge sand making and finishing the outlet complete. Each 189

2.29 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m all kind of soil 100sqm 1355.4

2.32 Clearing jungle including uprooting of rank vegetation ,grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared 100sqm 697.4

6.47A Providing 250mm wide brick drain in cement mortar (1:6) with av. 150mm. Clear depth and 250mm apron including cost of E/W. involved with 75mm cement concrete (1:4:8) over one brick designation 100-A flat soling in proper grade and slope at the base.the drain duly.plastered in CM. (1:3) with punning over exposed surface all complete as per building specification and direction of E/l,

26A.2 Designing, fabricating , testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the buildings for all heights and all levels,including

a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thickness, aluminum cleats, sleeves etc., structural and weather silicone sealants, flashings, fire stop (barrier) cum smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including.

b) Fabrication and supplying serrated M.S. hot dip galvanised / Aluminum alloy of 6005 T5 bracket of required sizes, sections and profiles etc. to accommodate 3 dimentional movement for achieving perfect vertically and fixing structural glazing system rigidly to the RCC / masonry / structural steel framework of building structure using stainless steel anchor fasteners / bolts,

nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required capacity and in required numbers

c) Providing and fixing, two part pump fillied, structural silicone sealant and one part weather silicone compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment, including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass

d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with cutain glazing to make it watertight

e) Making provision for drainage of moisture / water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete. This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T&P , scafolding and other incidental charges including wastages etc,,

enabling temporary structures and services , cranes or cradles etc. as described above and as specified. The item includes the cost of getting all the structural and functional design including shop drawings checked by a structural designer, dully approved by Engineer -in-charge.

The item also includes the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratary, field tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of the building for occupation. In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required , as per the Architectural drawings, as per item description, as specified as per the approved shop drawings and as directed by the Engineer-in-charge.

Note : - 1 The cost of providing extruded aluminium frames , shadow boxes, extruded aluminium section capping for fixing in the grooves of the curtain glazing and vermin proof stainless steel wire mesh shall be paid for separately under relevant items under this subhead. However, for the purpose of payment, only the actuaul area of structural glazing (including width of grooves) on the external face shall be measured in sqm . up to two decimal places.

Note : - 2 The following performance test are to be conducted on structural glazing system if area of structural glazing exceeds 2500 sqm from the certified laboratories accreditated by NABL (National Accreditation Board for Testing and Calibration Laboratories), Department of Science & Technologies , India . Cost of testing is payable separately. The NIT appproving authority will decide the necessity of testing on the basis of cost of the work, cost of the test and importance of the work. Performance Testing of Structural glazing system Tests to be conducted in the NBL Certified laboratories

1. Performance Laboratory Test for Air Leakage Test (-50 pa to - 300pa) & (+50pa to + 300pa) as per ASTM E-283-04 testing method for a range of testing limit 1 to 200 mVhr"

2. Static water penetration Test. (50pa to 1500 pa) as per ASTME-331-09 testing method for a range up to 2000 ml.

3. Dynamic water Penetration (50pa to 1500 pa) as per AAMA 501.01-05 testing method for a range upto 2000 ml"

4. Structural Performance Deflection and deformation by static air pressure test (1.5 times desing wind pressure without any failure) as per ASTME-330-10 testing method for a range upto 50mm"

5. Seismic Movement Test (upto 30 mm ) as per AAMA 501 4-09 testing method for Qualitative test" Tests to be conducted on site .

6. Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi) upto 2000ml" sqm 0

5.18.3 Providing,precast cement concrete Jali 1:2:4(1 cement:2 coarse sand:4 stone aggregate 6mm nominal size) reinforced with 1.6 mm dia mild steel wire including roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement:3 fine sand) etc.complete excluding plastering of the jambs, sills and soffits.

25mm thick sqm 835.8

Sub -Total ' 10 ' (Miscellaneous Works) : Rs.

0.0 Carriage of Materials

(I) Bricks (lead - 1 km kutcha + 7 km pucca) per 1000 nos 926.31

(ii) Coarse Sand (lead -150 km) cum 993.42

(iii) Stone Chips (lead - 400 km from ) cum 2187.96

(iv) Local sand ( 1 km kutcha + 2 km pucca) cum 277.2

Extra Cost of Material

(v) Cement mt 277.2

Sub Total '13' (Carriage of Materials): Rs.

0.0 Difference in cost of Materials

(i) Cement bag 616

(ii) Bricks per 1000 nos 30784

Sub Total '12' (Difference in cost of Materials): Rs.

Executive Engineer

P.H. Division Bhabua

Sub Estimate - 01 (Civil work)

CONSTRUCTION OF NEW G+1 COMBINED DIVISIONAL & SUB- DIVISIONAL OFFICE BUILDING WITH SUB- DIVISIONAL OFFICE AT GROUND FLOOR AND DIVISIONAL OFFICE AT FIRST FLOOR AT EXISTING DIVISIONAL CAMPUS UNDER P.H. DIVISION BHABUA IN DISTRICT OF KAIMUR FOR THE YEAR 2025-26

(Ground +1 Storey)

Estimate of Quantities

Sl. No. Item No. L B H/D Qty. Unit

0.0 Earth Work p c c=.75mm

1.1 Earth work in excavation Foundation l.s.f = 150mm

F1 7 1.8 cum b f s =75mm

1.2 Filling available excaveted earth

Local sand filling cum

Foundation R.C.C cum

1.3 S/F Local Sand in Foundation & Plinth

Foundation X 0.15 cum

Record / Store 1 cum

JE Section 1 cum

Corridor 1 2.4 cum

SDC Office 1 cum

Parking 1 0.000 3.6 cum

HER 1 0.000 1.35 cum

PH Toilet 1 0.000 1.53 cum

Staicase 1 0.45 cum

Portico/ Entrance 1 cum

entrance Steps 4 cum

0.0 Concrete work

2.1 Providing P.C.C (1:2:4) in foundation and plinth 0.075 cum

Plinth 0.075 cum

Providing & Laying RCC M25 upto Plinth

Padestal 0.15 cum

Column upto PL `

C1 34 cum avrage depth of found.=.400

Wall, Column, Pillar

Column PL to Top

Mumty 4 2.85 cum

Parapet 18 1.05 cum

B/w Grid -A & B 2 cum

B/w Grid -A & B 1 cum

B/w Grid -A & B 1 cum

Grid -4 & 5 2 cum

B/w Grid -2 & 3 1 cum

B/w Grid -3 & 4 1 cum

B/w Grid -3 & 4 1 cum

B/w Grid -3 & 4 1 cum

B/w Grid -6 & 7 1 0.25 cum

deduction for column cum

Foundation Connecting beam

Grid - A 24.73 cum

Grid - B 24.73 cum

Grid - C 24.73 cum

Grid - D 24.73 cum

Grid - E 3.55 cum

B/w Grid -A & B 3.87 cum

B/w Grid -A & B 3.05 cum

B/w Grid -A & B 0.67 cum

Grid -4 & 5 13.5 cum

B/w Grid -2 & 3 7.52 cum

B/w Grid -3 & 4 1.53 cum

B/w Grid -3 & 4 1.25 cum

B/w Grid -3 & 4 1.6 cum

B/w Grid -6 & 7 0.25 cum

deduction for column cum

B/w Grid -A & B 2 cum

Grid -4 & 5 2 cum

deduction for column cum

deduction fo stair -1 0.135 cum

deduction fo stair -1 0.135 cum

total Roof slab cum

RCC M25 in Lintel

D2 5 0.25 cum Chajja

RCC Band at Lintel etc. 1 0.25 cum

parapet band 1 cum

RCC Fins 1 0.6 cum

Waist Slab 4 cum

Landing Slab 4 cum

3.3.1 All Works upto PL

Column upto PL cum

Foundation Connecting beam cum

3.3.2 RCC Above plinth

RCC M25 in Lintel cum

3.2 Reinforcement for RCC Work

Foundation cum @ 110 kg/cum MT

Columns cum @ 250 kg/cum MT

Foundation Connecting beam cum @ 110 kg/cum MT

Grade Beam cum @ 140 kg/cum MT

Roof Beam cum @ 150 kg/cum MT

Roof Slab cum @ 100 kg/cum MT

Lintel cum @ 75 kg/cum MT

RCC Band at Lintel cum @ 75 kg/cum MT

RCC Chajja cum @ 70 kg/cum MT

Fins cum @ 70 kg/cum MT

Stair cum @ 105 kg/cum MT

3.1 Centring and Shuttering

3.1.1 Foundation, footings

3.1.3 Suspended Floor Roof Landing

Landing Slab sqm

3.1.4 Lintel Beam, Plinth Beam

X - Direction sqm

X - Direction sqm

RCC M25 in Lintel 2 / sqm

3.1.5 Column, Pillar, Piers

Column PL to Top

3.1.6 Stairs (excluding landing)

Landing Slab sqm

3.1.7 Vertical & Horizontal Fins sqm

3.1.8 Wheather shade chhajja / 0.075 sqm

3.1.9 Edges of slab

0.0 Brick Works

4.1 Fly ash Brick work in CM(1:4) in foundation 1 0.25 cum

Same as length of grade beam cum

4.2 Fly ash Brick work CM(1:4) in Super Structure

Grid -3,6 & 7 0 cum

Grid - A & C 0 cum

Grid -A & D 2 cum

B/ W Grid -C & D 1 0.999 0.25 cum

Grid -1 & 8 2 cum

Grid -5 & 6 2 cum

Grid -5 & 6 2 cum

Grid -A & D 2 cum

B/ W Grid -C & D 1 0.999 0.25 cum

Grid -1 & 8 2 cum

Grid -5 & 6 2 cum

Grid -5 & 6 2 cum

Mumty 1 0.25 cum

4.4 Extra for providing and placing in position 2 Nos, 6 mm dia cum

5.1 P/F Flush Door Shutter

5.2 P/F aluminium Sliding door bolt 300X16mm

5.3 P/F Aluminium tower bolt

5.4 P/F Aluminium pull bolt lock

5.5 P/F Aluminium handle

5.6 P/F Aluminium flower door stopper

5.7 Extra for providing lipping sqm

5.8 P/F wooden moulded beading mtr.

0.0 Steel Works

6.1 P/F Steel glazed window

6.2 P/F Presed Steel door frame

6.3 P/F MS Fan Clamp. 2 x 18 Nos.

6.5 P/F MS Grill to window sqm @ 16 kg/sqm kg

6.7 P/F steel work in built up section

Gate 1 3.05 sqm

6.8 P/F Collapsible Gate

0.0 Flooring Work

7.1 Providing 100A one brick flat soling

Foundation / sqm

7.2 Extra for providing and fixing 30 mm x 4 mm glass strips

Bed room 14 mtr.

Sleepout 5 mtr.

Stair case 5 mtr.

First Floor Same as Gr. Floor mtr.

7.2.1 Vetrified Tiles 600x600mm in Flooring

7.3.1 Vitrified Floor Tiles in Flooring

Record / Store sqm

Meeting Hall 7.525 sqm

Record Room 1 3.6 sqm

Computer Room 1 sqm

Correspondance 1 sqm

Storage & powder 2 sqm

Programmer . 1 sqm

Corridor 1 2.4 sqm

Pantry & Drinking Water 1 sqm

7.2.2 Vetrified Floor Tiles in Skirting

Ground Floor 2.15

7.3.2 Vitrified tiles in Skirting

Record / Store 0.1 sqm

JE Section 0.1 sqm

Corridor 0.1 sqm

SDC Office 0.1 sqm

Operator 0.1 sqm

Sit out 0.1 sqm

Meeting Hall 0.1 sqm

Record Room 0.1 sqm

Computer Room 0.1 sqm

Correspondance 0.1 sqm

Cashier 0.1 sqm

Storage & powder 0.1 sqm

Programmer . 0.1 sqm

Waitting 0.1 sqm

Corridor 0.1 sqm

Corridor 0.1 sqm

Pantry & Drinking Water 0.1 sqm

7.4 P/F Ceramic floor tiles

7.5 Providing and fixing 1st quality ceramic glazed wall tiles

PH Toilet 2.1 sqm

7.6 Granite stone flooring

Staircase 1 sqm

Landing Slab sqm

Steps riser 0.15 sqm

StepsTreads 0.3 sqm

entrance Steps sqm

Staircase 0.1 sqm

Landing Slab 0.1 sqm

Entrance 0.1 sqm

entrance Steps 0.1 sqm

7.7 Extra for medge molding sqm

7.8 cement concrete flooring

7.9 cement concrete Skirting

Parking 0.1 sqm

Portico 0.15 sqm

0.0 Plaster and finishing work

8.1 Providing 12mm cement plaster (1:6)

Record / Store sqm

Meeting Hall sqm

Record Room sqm

Computer Room sqm

Correspondance sqm

Storage & powder sqm

Programmer . sqm

Pantry & Drinking Water sqm

Deduction door window

Parapet 1 1.2 sqm

8.2 Providing 15mm cement plaster (1:3) External Wall

Outer wall 1 sqm

Qty vide item 3.1.8 sqm

Deduction window

8.3 Providing 6mm cement plaster (1:4) with clean coarse sand Celling

Record / Store sqm

Meeting Hall sqm

Record Room sqm

Computer Room sqm

Correspondance sqm

Storage & powder sqm

Programmer . sqm

Pantry & Drinking Water sqm

Portico/ Entrance sqm

Terrace mumty sqm

Chajja same as item 3.1.8 sqm

Landing Slab sqm

8.4 Providing and applying wall putty of 2 mm thick

Total Qty ,+ sqm

8.5 Providing two coats of oil bound distemper

Internal plaster sqm

8.6.1 Providing two coats of synthetic enamel paint over a coat of primer over new

Wooden surface 2 sqm

8.6.2 Providing primer of red lead paint one coat over new

Steel surface same as item 5.1 sqm

8.7 Providing two coats of synthetic enamel paint over steel surface + sqm

8.8 Forming grooves of uniform size 1 mtr.

EXT. WALL 1 mtr.

8.9 Providing 1.5mm neat cement punning 1 sqm

8.1 Acrylic smooth extrier Pant Qty as per item no 8.2 sqm

0.0 Water proofing treatment works

9.1 Water proofing treatment to vertical and horizontal surface of depress portion

Sunken Floors 1 sqm

9.3 P/L water proofing on terrace

Terrace Area Sqm

0.0 Miscellaneous Works

10.1 Providing plinth protection 0.75m wide

Brick flat soling Qty as per above sqm

Sand filling 1 1 cum

P.C.C(1:3:6) same as per above cum

12mm cement plaster (1:6) 1 1 sqm

10.2 Making khurras 45x45cm 4 Nos

10.5 Surface Dressing

10.6 Cleaning of Jungle

10.3 Providing 250mm wide brick drain in cement mortar

10.4 P/F Structure glazing

10.5 P/F precast cement concrete Jali 1

Front & Side 4 Sqm

11 Carriage of Materials

Qnty Cement (Tonnes) Bricks (Nos) Coarse sand (cum) Stone chips (cum) Local sand (cum)

1 Local sand filling

4 masoonary work in CM (1:6)

5 half masonary work in CM(1:4)

6 Brick flat soling

7 Vetrified Tiles flooring 0

8 Vetrified tiles in skirting 0

9 Vitrified flooring

10 vetrified tiles in skirting

12 cement concrete flooring

13 cement cincrete in skirting

14 Ceramic glazed tiles in dado

15 Ceramic glazed Wall tiles

17 15mm CP in 2 layer

19 Neat cement punning

20 Water proofing treatment in sunker

21 Water proofing treatment on terrace

22 Plinth protection

Tonnes Nos Cum Cum Cum

NAME OF THE WORK - CONSTRUCTION OF NEW G+1 COMBINED DIVISIONAL & SUB- DIVISIONAL OFFICE BUILDING WITH SUB- DIVISIONAL OFFICE AT GROUND FLOOR AND DIVISIONAL OFFICE AT FIRST FLOOR AT EXISTING DIVISIONAL CAMPUS UNDER P.H. DIVISION BHABUA IN DISTRICT OF KAIMUR FOR THE YEAR 2025-26

Item covered Under BCD-S.O.R. 2022, Govt. of Bihar

Sr.NO BCD SOR ITEM NO PARTICULARS QTY. UNIT RATE per unit AMOUNT

DISCRIPTION NO. L W H/D

1 E/Work exc. In foundation trench or drains including dressing of sides and ramming of bottoms do do all comp. job as E/I.

A, footing 22 cft.

2 2.28 Supplying and filling local sand in plinth including watering compacting do do all comp. job as per E/I.

A,footing 22 cft.

A, plinth 1 cft.

grade beam 2 cft.

3 Providing 100A brick flate soling joint filled with L/sand do do all comp. job as per E/I.

A. footing 22 sft.

A, plinth 1 sft.

LW, below G-beam 2 sft.

SW below G-beam 2 sft.

4 4.1.3 Providing and laying in position cement concrete (1 cement: 2coarse sand: 4 graged stone chips 20mm nominal size ) do all job.

5 5.2.3 Providing RCC of specified grade(M15) in beam,column,slab etc excluding cost for centring and shuttrung and reinforcement do do all comp. job as per E/I. 96

column below GL 22 cft.

G-beam (tie beam) 7 cft.

Column above GL 22 cft.

lintal beam 1 cft.

Top, beam 1 cft.

6 5.22.7B Pro. Rainforcement for RCC tmt 500 do do all comp. job as per E/I. 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

qty. vide item no- (05) cum Vide item no 3 = m3

@ kg wt @ 90 kg/m3 = kg

5.22.7a 8 mm bar kg 94.5

5.22.7C 12mm bar kg 90.8

5.22.7a 8 mm bar = kg

7 6.1.14A Brick work with brick of class designation 100A in foundation and plinth with cement mortar (1:6) do all comp. job @ RS 94.5 per kg

1 cft. 5.22.7B 10 mm bar = kg

sum= cft. 5.22.7C 12mm bar = kg

= cum. 4849.2 @ RS 90.8 per kg

8 Pro. Centring and shuttring including structing and proping do do all comp. job as per E/I.

column 22 x 16 sft.

Grade -beam 1 sft.

Grade -beam (tie) 7 sft.

lintal beam 1 2.49 sft.

Top, beam 1 2.49 sft.

9 13.11.2 Applying 12mm thick cement plaster with mix(1cement:4coarse sand) do do all comp. job as per E/I.

lintal beam 1 sft

Top, beam 1 sft

10 13.11.2+13.26 providing 12 mm thick cement plaster with a floating coat of neat cement punning do all job

11 10.16. 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 75x75 squre tube

10.16.1 Hot finished welded type tubes

a 75x75 squre tube

truss length 9 = rft

wt @ 14.41 kg/m = kg

b 50 x 50 mm squre tube

purlin 12 = rft

wt @ 5.95 kg/m = kg

(a+b) Total kg 123.9

12 12.1.5 providing corrugated G.S sheet roofing fixed with G.I.J or hooks bolts and nuts 8 mm dia with 0.63mm thick zinc coating not less than 275gm/sqm excluding the cost for purlin ,rafters and trusses do all job

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

2 x 96 x 3 = rft

1 x 36 x 3 = rft

1 x 24 x 3 = rft

13 13.79.1 finishing walls with water proofing cement paint of approved brand do all complete job

Qty vide item no-(09)= sqm

MATERIAL CONSUMPTION

Item Qty Cement (bag) C/sand(cum) S/chips(cum) Brick (nos) L/sand(cum) Steel(kg)

L/sand filling. - - - - -

14 Carrage cost of material do do all comp job

1 Cement mt. 277.2

2 C/sand cum 993.42

3 S/chips cum 2187.96

4 Brick tho 926.31

5 L/sand cum 277.2

7 Steel mt. 277.2

Total carriage cost (part b)

NAME OF THE WORK - CONSTRUCTION OF NEW G+1 COMBINED DIVISIONAL & SUB- DIVISIONAL OFFICE BUILDING WITH SUB- DIVISIONAL OFFICE AT GROUND FLOOR AND DIVISIONAL OFFICE AT FIRST FLOOR AT EXISTING DIVISIONAL CAMPUS UNDER P.H. DIVISION BHABUA IN DISTRICT OF KAIMUR FOR THE YEAR 2025-26

Office Building

Summary of Cost

Sl. No. Particulars Estimated Amount (Rs.)

0.0 WATER SUPPLY WORKS :

0.0 SANITARY INSTALLATION :

0.0 SEWARAGE & DRAINAGE :

0.0 Tube Well & Pump :

0.0 SEPTIC TANK :

Executive Engineer

P.H.division Bhabua.

Sub estimate - 02

PUBLIC HEALTH ENGINEERING Works For

NAME OF THE WORK - CONSTRUCTION OF NEW G+1 COMBINED DIVISIONAL & SUB- DIVISIONAL OFFICE BUILDING WITH SUB- DIVISIONAL OFFICE AT GROUND FLOOR AND DIVISIONAL OFFICE AT FIRST FLOOR AT EXISTING DIVISIONAL CAMPUS UNDER P.H. DIVISION BHABUA IN DISTRICT OF KAIMUR FOR THE YEAR 2025-26

Item covered Under BCD-S.O.R. 2022, Govt. of Bihar

WATER SUPPLY WORKS

Sl. No. SOR Code Description of Work Qnty. Unit Rate (Rs.) Amount (Rs.)

0.0 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including, cutting and making good the walls etc. (internal work)

Exposed on walls

1.1 18.10.1 15mm dia G.I pipe 48 Metre 227.7

1.2 18.10.2 20mm dia G.I pipe 39 Metre 289.5

1.3 18.10.3 25mm dia G.I pipe 36 Metre 399.9

1.4 18.10.4 32mm dia G.I pipe 26 Metre 457.8

0.0 Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall :

2.1 18.11.1 15mm dia nominal bore 42 Metre

2.2 18.11.2 20mm dia nominal bore 33 Metre 374

0.0 Providing and fixing brass stop cock of approved quality (screwed end).

3.1 18.16.1 15mm nominal bore 22 Each 303.8

3.2 18.16.2 20mm nominal bore 21 Each 328

0.0 18.17 Providing and fixing brass gate valve with C.I. wheel of approved quality (screwed end).

4.1 18.17.1 25mm nominal bore 23 Each 532.6

4.2 18.17.2 32mm nominal bore 25 Each 589.9

0.0 18.19 Providing and fixing gun metal non-return valve of approved quality (screwed end)

5.1 18.19.2.1 32mm nominal bore

Horizontal 17 Each 677.6

0.0 Providing and fixing P V C connection pipe with brass unions.

6.1 18.21.2.1 45 cm length

15 mm nominal bore 17 Each 85.2

0.0 Providing and fixing C.P. brass shower rose 15 or 20 mm inlet.

7.1 18.22.2 150 mm diameter 3 Each 190.1

0.0 Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work :

8.1 18.38.1 15 mm diameter pipe Metre 11.9

8.2 18.38.2 20 mm diamatre pipe Metre 13.9

8.3 18.38.3 25 mm diametre pipe Metre

8.4 18.38.4 32 mm diametre pipe Metre 21.6

0.0 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc.complete (new work)

9.1 18.46.1 15 mm nominal bore 24 Each

9.2 18.46.2 20 mm nominal bore 19 Each 185.6

9.3 18.46.3 25 mm nominal bore 22 Each

9.4 18.46.4 32 mm nominal bore 16 Each 306

0.0 18.49 Providing and fixing C.P. brass,bib cock of approved quality conforming to IS : 8931 12 Each 434.2

0.0 Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS stamdards and weighing notless than 810 gms.

11.1 18.50.1 15 mm nominal bore 6 Each 715.1

0.0 18.51 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS stamdards and weighing notless than 690 gms.

12.1 18.51.1 15 mm nominal bore 6 Each 708.4

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

13.1 18.52.1 15mm nominal bore 12 Each

0.0 Providing and fixing C.P brass angle valve for basin mixer and gyser points of approved quality conforming to IS: 8931

14.1 18.53.1 15mm nominal bore 18 Each 500.4

0.0 18.65 Providing and fixing PTMT Soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. 6 Each 96.8

0.0 18.76 Cutting holes up to 30 x 30 cm in walls including making good the same:

16.1 18.76.1 With common burnt clay F.P.S. (non modular) bricks 12 Each 198.5

0.0 18.77 Cutting holes up to 15 x 15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) including finishing complete so as to make it leak proof. 12 Each 217.1

0.0 18.79 Making holes up to 20 x 20 cm and embedding pipes upto 150 mm in diametre in masonary and filling with cement concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size ) including dispopsal of malba. 12 Each 115.7

Sub total (Water Supply works) : Rs.

Executive Engineer

P.H. Division Bhabua

SANITARY INSTALLATION

Sl. No. SOR Code Description of Work Qnty. Unit Rate (Rs.) Amount (Rs.)

0.0 Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings 14 Each 1500

0.0 Providing and fixing P.V.C waste pipe for sink or wash basin including P.V.C waste fittings complete.

21.1 17.28.2.2 Flexible pipe

40 mm dia 14 Each 104.4

0.0 17.31 Providing and fixing 600 x 450 mm bevelled 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 comelete. 10 Each 1068.5

0.0 17.33 Providing and fixing 600 x 120 x 5 mm glass shelf with edges rounded off supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc. complete 10 Each 713.3

0.0 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. .

24.1 17.73.2 600 mm long towel rail with total length of 645 mm, width 78 mm an effective height of 88 mm, weighthan 190 gms 10 Each 424

0.0 17.35 Providing and fixing soil, waste and vent pipes :

Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 36 Metre 1036.5

0.0 Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron / Cast iron (spun) pipe embedded in and including cement concrete blocks 10 x 10 x 10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone agregate 20 mm nominal size) including cost of cutting holes and making good the walls etc.

26.1 17.37.1 For 100 mm dia pipe 22 Each 178.5

0.0 Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick bolts and nutts complete

Sand cast iron S&S as per IS - 3989 24 Each 597.6

0.0 Providing and fixing plain bend of required degree

Sand cast iron S&S as per IS - 3989 24 Each 439.7

0.0 Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts & nuts complete.

Sand cast iron S&S as per IS - 3989 24 Each 731.4

0.0 17.56 Providing and fixing terminal guard

Sand cast iron S&S as per IS - 3989 24 Each 439.7

0.0 Providing lead caulked joints to sand cast iron/ centrifugally cast (spun) iron pipes and fittings of diameter

0.0 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 :

32.1 17.60.1.2 Sand Cast Iron S&S as per IS: 1729 12 Each 928.5

0.0 17.65 Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with two coats of synthetic enamel paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work :

33.1 17.65.1 100 mm diameter pipe 62 metre 46.1

0.0 12.78 Providing and fixing on wall face unplasticised PVC (working pressure 4 kg per sqcm) rain water pipes conforming to IS:4985 including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion.

34.1 12.78.2 110mm diameter 62 Metre 257.5

0.0 12.79 Providing and fixing on wall face unplasticised PVC moulded fittings / accessories for unplasticised-PVC rain water pipes conforming to IS:4985 including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion.

35.1 12.79.2.2 Single pushfit Coupler:

110mm 12 Each 374.5

35.2 12.79.3.2 Single tee with door

110x110x110mm 6 Each 193.4

110mm bend 12 Each 132

35.4 12.79.6.2 Shoe plain

110mm Shoe 8 Each 115.95

0.0 12.80 Providing and fixing unplasticised-PVC pipe clip of approved design to unplasticised PVC rain water pipe by means of 50x50x50mm hard wood plugs, screwed with M.S screws or required length including cutting brick work and fixing on cement mortar (1:4) 1 cement:4 coarse sand and making good the wall etc. complete.

0.0 12.81 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diametre and weighing not less than 440 grams. 12 Each 47.9

0.0 17.1 Providing and fixing water closet squatting pan (Indian type W.C pan) with 100mm sand cast iron P or S trap, 10 litre low level white P.V.C flushing cistern with manually controlled device (handle lever) conforming to IS: 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required.

38.1 17.1.1 White Vitreous china Orissa Pattern W.C pan of size 580x440mm with integral type foot rests. 2 Each

0.0 17.2 Providing and fixing white vitreous china pedastal type water closet (European type W.C pan) with seat and lid, 10 litre low level white P.V.C flushing cistern with manually controlled device (handle lever) conforming to IS: 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required.

39.1 17.2.1 W.C pan with ISI marked white solid plastic seat and lid. 6 Each 4230

0.0 17.10 Providing and fixing Salem Stainless Steel A ISI 304 (18/8) kitchen sink as per I.S 13983 with C.I brackets and stainless steel plug 40mm including painting of fittings and brackets, cutting and making good the walls wherever required.

40.1 17.10.1.1 Kitchen sink with drain board

510x1040 mm bowl depth 250 mm 1 Each 5231.5

0.0 17.71 Providing and fixing PTMT liquid soap container 109 mm wide, 125mm high and 112mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality colour and make, weighing not less than 105gms. 10 Each

0.0 17.5. Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern,with fittings, standard size C.P. brass lush pipe,spreaders with unionsand clamps (all in C.P. brass) with waste fitting as per IS :2556, C.I.trap with outlet grating and other couplings in C.P. brass, includingpainting of fittings and cutting and making good the walls and floors wherever required :

17.5.1 Single half stall urinal with 5 litre P.V.C. automatic flushing cistern 4 Each 6469

0.0 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 2000 P/L

0.0 17.72 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200mm wide with a minimum distances of 37mm fromwall face with concealed fittings arrangement of approved quality, colour and make weighing not less than 90 gms. 10 Each 204.7

Sub total ( SANITARY INSTALLATION) : Rs.

SEWARAGE & DRAINAGE

0.0 19.1 Providing, laying and jointing glazed stoneware pipes grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete.

43.1 19.1.2 150 mm diameter 49 Metre 464.3

0.0 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) alround S.W. pipes inlcuding bed concrete as per standard design.

44.1 19.2.2 150mm diameter S.W. pipe 45 Metre 494.4

0.0 19.4 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design :

45.1 19.4.3.1 180x150 mm size P type

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 5 Each 1994.1

0.0 19.30.1 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mmthick with cement mortar 1:3 (1 cement : 3 coarse sand), finishedsmooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design

19.30.1.1 Inside dimensions 455x610 mm and 45 cm deep for single pipe line :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 3 Each 4266.8

Sub total (SEWARAGE & DRAINAGE) : Rs.

Executive Engineer

P.H. Division Bhabua

Tube Well & Pump

BASED ON BIHAR SOR' 22 / MR

Sl. No. Item Code Description Unit Qty. Rate (Rs) Amount (Rs.)

0.0 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 Metre depth below ground level.

24.1.1 All types of soil.

24.1.1.1 300 mm dia. Metre 90

0.0 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 Metre & upto 150 Metre depth below ground level.

24.2.1 All types of soil.

24.2.1.1 300 mm dia. Metre 30

0.0 Gravel packing in tubewell construction in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. Cum 1343.2

0.0 Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/ plain ended casing pipes of required dia,conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge.

24.10.1 150 mm nominal size dia having minimum wall thickness 5.00 mm Metre 90

0.0 Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed /plain bevel ended pipe (type A) of required dia, conforming to IS:8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge.

24.11.1 100 mm nominal size dia. Metre 30

0.0 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. Hour 24

0.0 N.S. Supply,Installation, testing & Commissioning of suitable capacity and type of submersible pump set capable to discharge 20,000 ltrs. of clean filtered water from a 250 mm x 150 mm deep tubewell at a total head of 30 meter, complete with control panel,24 Metres of suitable size G.I. column pipe, bend, gate valve nipple supporting clamp, 30 Metres of neoprene cable etc. complete as required. Set 1

Sub total '' ( Tube Well) : Rs.

Executive Engineer

P.H. Division Bhabua

Diffrences cost of materials

Supplying materials, labour for constructing Septic Tanks of following sizes & as per sections given in the Drawings & Designs, all complete as per specifications and direction of Engineer-in-charge.

ST-2 [4.0 mtr (long) x 1.2 mtr (wide) x 2.25 mtr (deep) {of inside finished size as per design & drawings}]

Statement of Analysis per Unit

ST-2 [4.0 mtr (long) x 1.2 mtr (wide) x 2.25 mtr (deep) {of inside finished size as per design & drawings}]

Statement of Analysis per Unit

Sl. No. Item Code Description Unit Qty. Rate (Rs) Amount (Rs.)

1 Earth work in excavation over areas (exceeding 30 cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m ; disposed earth to be levelled and neatly dressed.

2.6.1 All kinds of soil cum 10.8 0.99_);\(0.99\)

2 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 lead. cum 123.9

3 Extra for every additional lift of 1.5 m or part thereof in :

2.27.1 Ali kinds of soil. cum 49.4

4 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. Cum 287.3

5 4.1 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.

4.1.3 1:2:4 ( 1 Cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) Cum 3998.1

6 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes royalty all complete as per specification and direction of E/I. Per M2 283.3

7 6.1A Brick work with bricks of class designation 100A in foundations and plinth in :

6.1.14A Cement mortar 1:6 ( 1 cement: 6 coarse sand) Cum

8 6.18A Half brick masonry with bricks of class designation 100A in foundations and plinth in :

6.18.4A Cement mortar 1:4 ( 1 cement: 4 coarse sand) Sqm 3.36

9 15 mm cement plaster 1:3 (1 cement: 3 coarse sand ) finished with a floating coat of neat cement on the rough side of single or half brick wall. Sqm 229.3

10 Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. upt floor five level excluding cost of centring, shuttering, finishin and reinforcement.

5.2.3 1:2:4 ( 1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) Cum 1.26

11 Reinforced cement conrete work in beams,suspended floors, roofs having slope upto 15, landings,balconiec, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excludingthe cost of centring, shuttering, finishing and reinforement with 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size). Cum 1.9

12 Centring and shuttering including strutting,propping etc. and removal of form for.

5.9.1 Foundations, footings, bases of columns etc. for mass concrete. Sqm 211.6

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. Sqm 1.75

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 494.7

5.9.3 Suspended floors, roofs, landings, balconies and access platform. Sqm 437.5

13 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

5.22.1E Mild steel 8 mm dia Kilogram 75

5.22.1F Mild steel 10 mm dia Kilogram 15

14 Supplying and fixing C.I. cover without frame for manholes

19.18.2 500 mm diameter C.I cover (medium duty) the weiht of he cover to be not less than 58 kg. Each 2

15 19.15 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design

19.15.1 With 20x20mm square bar Each 4

Total Cost Per Unit TOTAL (A)

Carriage of Materials

Bricks (lead -1 km kutcha + 7 km pucca) ‰ No. 4077

Coarse Sand cum 4.26

Stone Chips cum 3.05

Local sand (1 km kutcha + 2 km pucca) cum 2.75

Executive Engineer

P.H. Division Bhabua

Sub Estimate - 3

INTERNAL ELECTRIFICATION

NAME OF THE WORK - CONSTRUCTION OF NEW G+1 COMBINED DIVISIONAL & SUB- DIVISIONAL OFFICE BUILDING WITH SUB- DIVISIONAL OFFICE AT GROUND FLOOR AND DIVISIONAL OFFICE AT FIRST FLOOR AT EXISTING DIVISIONAL CAMPUS UNDER P.H. DIVISION BHABUA IN DISTRICT OF KAIMUR FOR THE YEAR 2025-26

Items Covered Under BCD-Electrical SOR-2018

Sl. No. SOR Code. Description of Work Unit Qty. Rate (Rs.) Amount (Rs.)

Electrical Works

1 Wiring for light point/ fan point/ exhaust fan point / call bell point with 1.5 Sq.mm FR PVC insulated copper conductor cable in recessed PVC conduit with modular type switch , modular plate, suitable size GI box etc as required.

1.3.3 Group C Point 64

2 Supplying and fixing suitable size GI box with modular plate and cover in recess including providing and fixing modular type 3 pin 5/6 amps socket outlet & 6A switch connection etc. as required. Each 29

3 Supplying and fixing of suitable size GI box with modular plate and cover in recess including providing and fixing modular 6 pin 15/16 amp socket outlet &15/16 amp modular switch including connection,painting etc as required Each 21

4 Wiring for light/ power plug plug with 2 X 4 sq. mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit along with 1 Nos 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required meter 68

5 Supplying and fixing 2 pin, 6 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. Each 36

6 Supplying and fixing Batten/angale holder on the exisiting jucction box/pvc box including connection etc. as required. Each 34

7 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.

1.7.1 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire Meter 64

1.7.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire Meter 59

1.7.3 2 X 4 sq. mm + 1 X 4 sq. mm earth wire Meter 49

1.7.11 4 X 6 sq. mm + 1 X 6 sq. mm earth wire Meter 43

8 1.15 Supplying and drawing following sizes of FR PVC insulated copper conductor, single core cable in the existing surface/ recessed PVC conduit as required

1.15.1 1 X 1.5 sq. mm Meter 72

9 Supplying and fixing electronic musical call suitable for single phase, 230 volts complete bell as required. Each 3

10 Supplying and fixing modular type 25 amps A.C. unit box with ON/OFF MCB on surface or in recess complete with connections, testing and commissioning etc as required. Each 10

11 AR Supplying and fixing Suitable G.I box with modular plate & cover in front of surface or in recess including providing and fixing 4 nos. 3 pin 5/6 amps modular socket outlet & 4 nos 5/6 amps modular switch, connnection etc as required.( Use for computer point) Each 21

12 Supplying and fixing following way, horizontal type,three pole & neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess, complete with tinned copper bus - bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator

2.9.4 4 way ( 4 + 12 ), double door, horizontal type Each 4

13 Supplying and fixing following rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.

2.12.1 6 Amp. To 32 Amp. SP MCB Group-B 240 Volt Each 42

2.12.7 50/63 Amps, Tripole pole and neutral Each 12

14 5.9.3 Supplying and fixing single wall mounted 18/22 watt LED type batten fitting complete with electronic driver and LED tube etc directly on wall/ ceiling including connections with 1.5 sq.mm FR PVC insulated copper conductor and earthing the body etc. as required. Each 24

15 6.1.34 Supplying and fixing of following types lamp in the existing electrical fitting/ fixtures etc. as required. 15 watt LED lamp Each 24

16 5.11.7 Supplying and fixing Surface mounted 15/18 watt LED downlighter complete with integrated electronic driver & LED directly on ceiling including connection with 1.5 sq.mm FR PVC insulated copper conductor cable and earthing the body etc. as required. Each 20

17 Supplying and fixing 4' X 40 watt suspended type LED luminaire provides soft-light and glare free symmetrical illumination complete with all accessories etc. including ball and socket arrangement, 2 no. down rods of 20mm dia X 1.6 Each 12

18 5.12.6 Supplying and fixing 90 watt LED type street light with die cast aluminium housing for ingress protection of IP65 and complete with all accessories etc, on pole/building including connection with FR PVC insulated copper conductor cable and earthing the body etc. as required. Each 8

19 Supplying and fixing of 32 mm dia X 2.00 metres long G.I. pipe (medium class) bracket for mounting of fluorescent / HPMV/ HPSV/ CFL street light fitting on pole including bending the pipe to the required shape, 2 nos 40 mm X 3 mm flat iron clamps with nuts, bolts and washer, painting the flat iron with primer and finish paint etc. as required. Each 8

20 8.11.2 Supply and installation of regular/standard model A.C. ceiling fan of 1200 mm sweep including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. Each 24

21 Supplying and fixing stepped type electronic fan regulator on the existing modular plate/ switch box including connections but excluding modular plate etc.as required. Each 24

22 8.11.4 Supply and installation of 300 mm, 230 v A.C. exhaust fan in the existing opening including making good the damage, connection testing, commissioning etc as required. Each 6

23 8.10.2 Supplying and fixing wall/floor mounted cubical panel board, fabricated with 16 gauge iron sheet, suitable for panel mounted switch disconnector, including bus-bar chamber, insulator and painting etc. as required. (but without busbar copper strip) sqft 24

24 Providing and fixing following rating and breaking capacity MCCB in existing cubicle panel board including drilling holes in cubicle panel, making connections etc. as required.

2.4.4 160 Amp, 35 KA Each 3

2.4.7 500 Amp, 35 KA Each 1

25 Providing and fixing following capacity four pole ONload/ panel mounted changeover switches inside the existing cubical panel board including drilling holes in cubicle panel, making connections etc. as required.

2.7.6 200 Amp, four pole Each 1

26 Supplying and fixing following rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.

2.12.7 50/63 Amps, Tripole pole and neutral Each 12

27 AR Supplying and fixing Copper strips 50x5mm sizefor busbar including inter connection etc as required per kg 18

28 8.10.4 Supply and fixing digital voltmeter, three phase in the existing cubical panel board including drilling holes in the panel board, making connection etc as required. each 2

29 8.10.6 Supply and fixing digital Ammeter, three phase with C.T. coil in the existing cubical panel board including drilling holes in the panel board, making connection etc as required. each 2

30 AR Supplying and fixing Pilot lamp for indication. each 6

31 AR Supplying and drawing of following size of ISI marks FR PVC insulates singke core copper conductor cable for inter connection of main switch/ busbar main switch etc as required.

4 X 16.0 sq. mm mtr. 12

32 AR Supplying of following size& core PVC XLPF insulated Sheathered unmounted electrical cable with aluminium conductor for working voltage upto 1.1 kv as required

185 sq. mm 3.5 core mtr. 40

33 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required

7.1.3 Above 95 sq. mm and upto 185 sq. mm mtr. 36

34 Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe 2.7 metre long etc. with charcoal/ coke and salt as required. Set 1

35 Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing etc. as required. mrt 40

36 SITC of OPR Early steamer emission (ESE) lighting protection along with Accessaries . Make ABB/ Hakel/ LPL etc all complete as required each 1

37 SITC of mounting mast to hold early steamer emission OPR 45 of rubust design with guy wire & base plate along with Accessaries . Make ABB/ Hakel/ LPL etc all complete as required each 1

38 Supply of OPP flash light counter working electromechanically without any power supply Make ABB/ Hakel/ LPL etc all complete as required each 1

39 Supply & instalation of 25 x 3 mm copper down conductor with all Accessory Make ABB/ Hakel/ LPL etc all complete as required mtr 36

40 SITC test clamp manufactured from high quality alloy of copper for excellent corrosion resistance Make ABB/ Hakel/ LPL etc all complete as required mtr 1

41 providing chemical /miniral maintenance free earthing system with copper coted earth electrode 3m length etc all complete as required per set 1

44 Providing and fixing following capacity double pole/ TP&N sheet metal switch disconnector fuse unit in the existing metal panel board with rewireable type fuses including drilling holes in metal panel, making connections etc. as required. each 2

2.1.5 63 Amp, TP&N

45 AR Supplying of following size& core PVC XLPF insulated Sheathered unmounted electrical cable with aluminium conductor for working voltage upto 1.1 kv as required

25 sq. mm 3.5 core mtr. 33

46 Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing etc. as required. mrt 25

Executive Engineer

P.H. Division Bhabua

PUBLIC HEALTH ENGINEERING Works For

PROPOSED CONSTRUCTION OF COMBINED OFFICE FOR AE & EE AT PUBLIC HEALTH DIVISION Bhabua

Item covered Under BCD-S.O.R. 2022, Govt. of Bihar

Sl. No. SOR Code Description of Work building Unit Qnty. Rate (Rs.) Amount (Rs.)

WATER SUPPLY WORKS

0.0 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including, cutting and making good the walls etc. (internal work)

Exposed on walls

1.1 18.10.1 15mm dia G.I pipe 48 Metre 227.7

1.2 18.10.2 20mm dia G.I pipe 39 Metre 289.5

1.3 18.10.3 25mm dia G.I pipe 36 Metre 399.9

1.4 18.10.4 32mm dia G.I pipe 26 Metre 457.8

0.0 Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall :

2.1 18.11.1 15mm dia nominal bore 42 Metre

2.2 18.11.2 20mm dia nominal bore 33 Metre 374

0.0 Providing and fixing brass stop cock of approved quality (screwed end).

3.1 18.16.1 15mm nominal bore 22 Each 303.8

3.2 18.16.2 20mm nominal bore 21 Each 328

0.0 18.17 Providing and fixing brass gate valve with C.I. wheel of approved quality (screwed end).

4.1 18.17.1 25mm nominal bore 23 Each 532.6

4.2 18.17.2 32mm nominal bore 25 Each 589.9

0.0 18.19 Providing and fixing gun metal non-return valve of approved quality (screwed end)

5.1 18.19.2.1 32mm nominal bore

Horizontal 17 Each 677.6

0.0 Providing and fixing P V C connection pipe with brass unions.

6.1 18.21.2.1 45 cm length

15 mm nominal bore 17 Each 85.2

0.0 Providing and fixing C.P. brass shower rose 15 or 20 mm inlet.

7.1 18.22.2 150 mm diameter 3 Each 190.1

0.0 Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work :

8.1 18.38.1 15 mm diameter pipe Metre 11.9

8.2 18.38.2 20 mm diamatre pipe Metre 13.9

8.3 18.38.3 25 mm diametre pipe Metre

8.4 18.38.4 32 mm diametre pipe Metre 21.6

0.0 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc.complete (new work)

9.1 18.46.1 15 mm nominal bore 24 Each

9.2 18.46.2 20 mm nominal bore 19 Each 185.6

9.3 18.46.3 25 mm nominal bore 22 Each

9.4 18.46.4 32 mm nominal bore 16 Each 306

0.0 18.49 Providing and fixing C.P. brass,bib cock of approved quality conforming to IS : 8931 12 Each 434.2

0.0 Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS stamdards and weighing notless than 810 gms.

11.1 18.50.1 15 mm nominal bore 6 Each 715.1

0.0 18.51 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS stamdards and weighing notless than 690 gms.

12.1 18.51.1 15 mm nominal bore 6 Each 708.4

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

13.1 18.52.1 15mm nominal bore 12 Each

0.0 Providing and fixing C.P brass angle valve for basin mixer and gyser points of approved quality conforming to IS: 8931

14.1 18.53.1 15mm nominal bore 18 Each 500.4

0.0 18.65 Providing and fixing PTMT Soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. 6 Each 96.8

0.0 18.76 Cutting holes up to 30 x 30 cm in walls including making good the same:

16.1 18.76.1 With common burnt clay F.P.S. (non modular) bricks 12 Each 198.5

0.0 18.77 Cutting holes up to 15 x 15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) including finishing complete so as to make it leak proof. 12 Each 217.1

0.0 18.79 Making holes up to 20 x 20 cm and embedding pipes upto 150 mm in diametre in masonary and filling with cement concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size ) including dispopsal of malba. 12 Each 115.7

Sub total (Water Supply works) : Rs.

SANITARY INSTALLATION

0.0 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require :

19.1 17.7.2 White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap 4 Each 14

0.0 Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings 2 Each 14

0.0 Providing and fixing P.V.C waste pipe for sink or wash basin including P.V.C waste fittings complete.

21.1 17.28.2.2 Flexible pipe

40 mm dia 6 Each 14

0.0 17.31 Providing and fixing 600 x 450 mm bevelled 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 comelete. 5 Each 10

0.0 17.33 Providing and fixing 600 x 120 x 5 mm glass shelf with edges rounded off supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc. complete 5 Each 10

0.0 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. .

24.1 17.73.2 600 mm long towel rail with total length of 645 mm, width 78 mm an effective height of 88 mm, weighthan 190 gms 6 Each 10

0.0 17.35 Providing and fixing soil, waste and vent pipes :

Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 24 Metre 36

0.0 Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron / Cast iron (spun) pipe embedded in and including cement concrete blocks 10 x 10 x 10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone agregate 20 mm nominal size) including cost of cutting holes and making good the walls etc.

26.1 17.37.1 For 100 mm dia pipe 22 Each 178.5

0.0 Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick bolts and nutts complete

Sand cast iron S&S as per IS - 3989 24 Each 597.6

0.0 Providing and fixing plain bend of required degree

Sand cast iron S&S as per IS - 3989 19 Each 24

0.0 Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts & nuts complete.

Sand cast iron S&S as per IS - 3989 21 Each 24

0.0 17.56 Providing and fixing terminal guard

Sand cast iron S&S as per IS - 3989 24 Each 439.7

0.0 Providing lead caulked joints to sand cast iron/ centrifugally cast (spun) iron pipes and fittings of diameter

0.0 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 :

32.1 17.60.1.2 Sand Cast Iron S&S as per IS: 1729 12 Each 928.5

0.0 17.65 Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with two coats of synthetic enamel paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work :

33.1 17.65.1 100 mm diameter pipe 62 metre 46.1

0.0 12.78 Providing and fixing on wall face unplasticised PVC (working pressure 4 kg per sqcm) rain water pipes conforming to IS:4985 including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion.

34.1 12.78.2 110mm diameter 62 Metre 257.5

0.0 12.79 Providing and fixing on wall face unplasticised PVC moulded fittings / accessories for unplasticised-PVC rain water pipes conforming to IS:4985 including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion.

35.1 12.79.2.2 Single pushfit Coupler:

110mm 12 Each 374.5

35.2 12.79.3.2 Single tee with door

110x110x110mm 6 Each 193.4

110mm bend 12 Each 132

35.4 12.79.6.2 Shoe plain

110mm Shoe 8 Each 115.95

0.0 12.80 Providing and fixing unplasticised-PVC pipe clip of approved design to unplasticised PVC rain water pipe by means of 50x50x50mm hard wood plugs, screwed with M.S screws or required length including cutting brick work and fixing on cement mortar (1:4) 1 cement:4 coarse sand and making good the wall etc. complete.

0.0 12.81 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diametre and weighing not less than 440 grams. 12 Each 47.9

0.0 17.1 Providing and fixing water closet squatting pan (Indian type W.C pan) with 100mm sand cast iron P or S trap, 10 litre low level white P.V.C flushing cistern with manually controlled device (handle lever) conforming to IS: 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required.

38.1 17.1.1 White Vitreous china Orissa Pattern W.C pan of size 580x440mm with integral type foot rests. 2 Each 2

0.0 17.2 Providing and fixing white vitreous china pedastal type water closet (European type W.C pan) with seat and lid, 10 litre low level white P.V.C flushing cistern with manually controlled device (handle lever) conforming to IS: 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required.

39.1 17.2.1 W.C pan with ISI marked white solid plastic seat and lid. 4 Each 6

0.0 17.10 Providing and fixing Salem Stainless Steel A ISI 304 (18/8) kitchen sink as per I.S 13983 with C.I brackets and stainless steel plug 40mm including painting of fittings and brackets, cutting and making good the walls wherever required.

40.1 17.10.1.1 Kitchen sink with drain board

510x1040 mm bowl depth 250 mm 1 Each 5231.5

0.0 17.71 Providing and fixing PTMT liquid soap container 109 mm wide, 125mm high and 112mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality colour and make, weighing not less than 105gms. 6 Each 10

0.0 17.5. Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern,with fittings, standard size C.P. brass lush pipe,spreaders with unionsand clamps (all in C.P. brass) with waste fitting as per IS :2556, C.I.trap with outlet grating and other couplings in C.P. brass, includingpainting of fittings and cutting and making good the walls and floors wherever required :

17.5.1 Single half stall urinal with 5 litre P.V.C. automatic flushing cistern 2 Each 4

0.0 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 2000 P/L

0.0 17.72 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200mm wide with a minimum distances of 37mm fromwall face with concealed fittings arrangement of approved quality, colour and make weighing not less than 90 gms. 4 Each 10

Sub total ( SANITARY INSTALLATION) : Rs.

SEWARAGE & DRAINAGE

0.0 19.1 Providing, laying and jointing glazed stoneware pipes grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete.

43.1 19.1.2 150 mm diameter 49 Metre 464.3

0.0 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) alround S.W. pipes inlcuding bed concrete as per standard design.

44.1 19.2.2 150mm diameter S.W. pipe 45 Metre 494.4

0.0 19.4 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design :

45.1 19.4.3.1 180x150 mm size P type

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 5 Each 1994.1

0.0 19.30.1 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mmthick with cement mortar 1:3 (1 cement : 3 coarse sand), finishedsmooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design

19.30.1.1 Inside dimensions 455x610 mm and 45 cm deep for single pipe line :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 3 Each 4266.8

Sub total (SEWARAGE & DRAINAGE) : Rs.

Tube Well & Pump

Estimate of cost

BASED ON BIHAR SOR' 22 / MR

Sl. No. Item Code Description Unit Qty. Rate (Rs) Amount (Rs.)

0.0 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 Metre depth below ground level.

24.1.1 All types of soil.

24.1.1.1 300 mm dia. Metre 90

0.0 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 Metre & upto 150 Metre depth below ground level.

24.2.1 All types of soil.

24.2.1.1 300 mm dia. Metre 30

0.0 Gravel packing in tubewell construction in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. Cum 1343.2

0.0 Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/ plain ended casing pipes of required dia,conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge.

24.10.1 150 mm nominal size dia having minimum wall thickness 5.00 mm Metre 90

0.0 Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed /plain bevel ended pipe (type A) of required dia, conforming to IS:8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge.

24.11.1 100 mm nominal size dia. Metre 30

0.0 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. Hour 24

0.0 N.S. Supply,Installation, testing & Commissioning of suitable capacity and type of submersible pump set capable to discharge 20,000 ltrs. of clean filtered water from a 250 mm x 150 mm deep tubewell at a total head of 30 meter, complete with control panel,24 Metres of suitable size G.I. column pipe, bend, gate valve nipple supporting clamp, 30 Metres of neoprene cable etc. complete as required. Set 1

Sub total '' ( Tube Well) : Rs.

Diffrences cost of materials

Bricks 100A ‰ No. 5150

Cement Tone 3.42

Rate Analysis Based on Bihar SOR,2022

Supplying materials, labour for constructing Septic Tanks of following sizes & as per sections given in the Drawings & Designs, all complete as per specifications and direction of Engineer-in-charge.

ST-2 [4.0 mtr (long) x 1.2 mtr (wide) x 2.25 mtr (deep) {of inside finished size as per design & drawings}]

Statement of Analysis per Unit

Sl. No. Item Code Description Unit Qty. Rate (Rs) Amount (Rs.)

1 Earth work in excavation over areas (exceeding 30 cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m ; disposed earth to be levelled and neatly dressed.

2.6.1 All kinds of soil cum 10.8 0.99_);\(0.99\)

2 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 lead. cum 123.9

3 Extra for every additional lift of 1.5 m or part thereof in :

2.27.1 Ali kinds of soil. cum 49.4

4 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. Cum 287.3

5 4.1 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.

4.1.3 1:2:4 ( 1 Cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) Cum 3998.1

6 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes royalty all complete as per specification and direction of E/I. Per M2 283.3

7 6.1A Brick work with bricks of class designation 100A in foundations and plinth in :

6.1.14A Cement mortar 1:6 ( 1 cement: 6 coarse sand) Cum

8 6.18A Half brick masonry with bricks of class designation 100A in foundations and plinth in :

6.18.4A Cement mortar 1:4 ( 1 cement: 4 coarse sand) Sqm 3.36

9 15 mm cement plaster 1:3 (1 cement: 3 coarse sand ) finished with a floating coat of neat cement on the rough side of single or half brick wall. Sqm 229.3

10 Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. upt floor five level excluding cost of centring, shuttering, finishin and reinforcement.

5.2.3 1:2:4 ( 1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) Cum 1.26

11 Reinforced cement conrete work in beams,suspended floors, roofs having slope upto 15, landings,balconiec, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excludingthe cost of centring, shuttering, finishing and reinforement with 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size). Cum 1.9

12 Centring and shuttering including strutting,propping etc. and removal of form for.

5.9.1 Foundations, footings, bases of columns etc. for mass concrete. Sqm 211.6

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. Sqm 1.75

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 494.7

5.9.3 Suspended floors, roofs, landings, balconies and access platform. Sqm 437.5

13 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

5.22.1E Mild steel 8 mm dia Kilogram 75

5.22.1F Mild steel 10 mm dia Kilogram 15

14 Supplying and fixing C.I. cover without frame for manholes

19.18.2 500 mm diameter C.I cover (medium duty) the weiht of he cover to be not less than 58 kg. Each 2

15 19.15 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design

19.15.1 With 20x20mm square bar Each 4

Total Cost Per Unit TOTAL (A)

Carriage of Materials

Bricks (lead -1 km kutcha + 7 km pucca) ‰ No. 4077

Coarse Sand cum 4.26

Stone Chips cum 3.05

Local sand (1 km kutcha + 2 km pucca) cum 2.75

NAME OF THE WORK - CONSTRUCTION OF NEW G+1 COMBINED DIVISIONAL & SUB- DIVISIONAL OFFICE BUILDING WITH SUB- DIVISIONAL OFFICE AT GROUND FLOOR AND DIVISIONAL OFFICE AT FIRST FLOOR AT EXISTING DIVISIONAL CAMPUS UNDER P.H. DIVISION BHABUA IN DISTRICT OF KAIMUR FOR THE YEAR 2025-26

Item covered Under BCD-S.O.R. 2022, Govt. of Bihar

DEVELOPMENT OF SITE

S.N. Code No. Particulars Quantity Unit Rate Amount

(A)Campus Filling

1- 2.28 Supplying and filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. in Construction area of the office building

1.1/ 2.32 Clearing jungle including uprooting of rank vegetation ,grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.

Sub Total of (A)

(B) Approach Road

Length of Approach Road 0.0 M

Width of Approach Road 0.0 M

2- 11.72 Providing designation of 100A Brick flat Soling joints filled with local sand including cost of watering, taxes & royalty all complete as per specification & direction of E/I.

No Length Width Height (av.) Sub Qty.

2.1- 4.1.4 Providing and laying in position cement concrete of spcified grade excluding the cost of centring and shuttering all work upto plinth

1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 40mm nominal size)

No Length Width Height (av.) Sub Qty.

2.2/ 4.3.1 Shuttering

Sub Total of (B)

( C ) Raising of Compound Wall

Taking length of compound wall 250 M

Taking height of compound wall 1.5 M

3- 5.1 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-All work puto plinth level

1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size)

No Length Width Height (av.) Sub Qty.

3.1- 5.29.7A Reinforcement for RCC work including stragihtening, cutting, bending & placing in position and binding all complete.

8mm dia Tor. Rod Kgs. P/Kg. 94.5

12mm dia Tor. Rod Kgs. P/Kg. 94.5

3.2- 6.1.14A + 6.3A Brick work with bricks of class designation 100A in foundation and plinth in :

Cement mortar 1:6 (1 Cement : 6 Sand)

Extra for brick work in superstructure above plinth upto V floor

No Length Width Height (av.) Sub Qty.

3.3- 13.11.4 Cement plaster in coarse sand

1:6 (1cement : 6 Coarse Sand

No Length Width Height (av.) Sub Qty.

3.4- 13.79.1 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade

New work ( three or more coats) M2 M2 81.2

Sub Total Of ( C )

Sub Total Of ( D )

Carriage of the following materials from quarry to work site including loading, unloading and staking at work site as per specification & direction of E/I. L/sand BFS pcc rcc B/W Plaster

Bricks Nos. %0 nos. 926.31 0 0 0

Coarse Sand M3 P/M3 993.42 0

Stone Chips M3 P/M3 2187.96 0 0

Local sand M3 P/M3 277.2 0

Executive Engineer P. H. Division, Bhabua

NAME OF THE WORK - CONSTRUCTION OF NEW G+1 COMBINED DIVISIONAL & SUB- DIVISIONAL OFFICE BUILDING WITH SUB- DIVISIONAL OFFICE AT GROUND FLOOR AND DIVISIONAL OFFICE AT FIRST FLOOR AT EXISTING DIVISIONAL CAMPUS UNDER P.H. DIVISION BHABUA IN DISTRICT OF KAIMUR FOR THE YEAR 2025-26

" FURNITURE & FURNISHING "

S.N. Code No. Particulars Quantity Unit Rate Amount

1 Supplying and placing GODREJ INTERIO Grandeur main table of size 1800x900x730 with ERU. Under structure of main table should have gable end modesty panel. Modesty panel should be made of prelaminated MDF board. Thickness of table top should be 40mm thick and thickness of gable end should be 18mm. It should have keyboard tray with telescopic channel. and two set of movable drawer units with locking system with 3 sets of keys foe each drawer unit. (EE and AE Chamber)

0.0 nos each 112520

0.0 nos each 36511

4 Supplying and placing GODREJ INTERIO Revolving Chair with Active biosynchro mechanism. (EE and AE Chamber)

0.0 nos each 38132

0.0 nos each 1757

0.0 nos each 24497

0.0 nos each 1600

Executive Engineer P. H. Division, Bhabua.

NAME OF THE WORK - CONSTRUCTION OF NEW G+1 COMBINED DIVISIONAL & SUB- DIVISIONAL OFFICE BUILDING WITH SUB- DIVISIONAL OFFICE AT GROUND FLOOR AND DIVISIONAL OFFICE AT FIRST FLOOR AT EXISTING DIVISIONAL CAMPUS UNDER P.H. DIVISION BHABUA IN DISTRICT OF KAIMUR FOR THE YEAR 2025-26

Item covered Under BCD-S.O.R. 2022, Govt. of Bihar

Executive Engineer

PUBLIC HEALTH CIRCLE SASARAM

PUBLIC HEALTH SUB - DIVISION BHABUA , MOHANIYA AND RAMGARH

Carriage for Stone Chips, Coarse Sand & Local Sand As Per SOR 2022

Rs. X.00/- x 8 T (Capacity of Truck in T) + 195.1 (Loading & Un-loading)

5 M3(Capacity of Truck in cum)

8 x A in Km. + Rs. 168/-

Example (a) Carriage of Coarse sand for 44 km. with 1% labour cess (44 x 8/5 x Rs.11.20) + 195.10 = Per/ M3

(b) Carriage of Stone Chips for 110 km. with 1% labour cess (110 x 8/5 x Rs.11.20) + 195.10 = Per/ M3

(c) Carriage of Local sand for 1 km kaccha & 2 Km Pucca with 1% labour cess (1 km. x 8/5x Rs. 27.20 + 2km x8/5x Rs.11.20) + 195.10 = Per/ M3

Carriage for Bricks As Per SOR 2022

HAULAGE 1 km. x Rs. 27.20/- x 8 T x 1000 + 7 km. x Rs. 11.20/- x 8 T x 1000

(For 1 Km Kachha Road) (For 7 Km Pucca Road)

(Loading & Un-loading) . 235.00/ =

Executive Engineer

Estimate of cost

Fire Fighting Works

Item covered under SOR-2022 effective from 01.1.2022 / M.R

Sl. No. Description Unit Qty. Rate (Rs.) Amount (Rs.)

Piping & Valves

1.0/ 7.0 BCD-SOR Providing, laying, testing & commissioning of 'C' class heavy duty MS pipe conforming to IS 3589/IS:1239 including Welding, fittings like elbows, tees, flanges,tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required :

7.7 100 mm dia Mtr 19

7.6 80 mm dia Mtr 12

2.0/ 14 BCD-SOR Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubbergasket, GI bolts, nuts, washers etc.as required :

14.5 100 mm dia Rm 2

3.0/ 11 BCD-SOR Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required :

11.5 100 mm dia Nos. 1

11.4 80 mm dia Nos. 1

II Internal Hydrant System

4.0/ 10 BCD-SOR Supplying and fixing Single headed external yard hydrant valve with 1 No. 63 mm dia instantaneous FM Gunmetal/Stainless Steel coupling and cast iron wheel, ISI marked, conforming to IS 5290 (type A) with blank Gunmetal/Stainless Steel cap and chain as required :

10.1 Single headed Gunmetal Each 1

5.0/ 17 BCD-SOR Supplying and fixing first-aid Hose Reel with MS construction spray painted in post office red, conforming to IS 884 complete with the following as required. 20 mm nominal internal dia water hose thermoplastic (Textile reinforced) type -2 as per IS: 12585 20 mm nominal internal dia gun metal globe valve & nozzle. Drum and brackets for fixing the equipmets on wall. Connections from riser with 25 mm dia stop gun metal valve & M.S. Pipe and socket.

17.2 40 m Each 1

III Fire Pumps & Accessories

14/ 4 BCD-SOR Supplying, installation, testing and commissioning of electric driven terrace pump suitable for automatic operation and consisting of following, complete in all respects, as required: (Terrace Pump) (a) Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical confirming to IS : 1520 (b) Suitable HP squirell cage induction motor TEFC type suitable for operation on 415 volts, 3 phase, 50 Hz, AC supply with IP55 class of protection for enclosure, horiziontal foot mounted type with Class-'F' insulation, conforming to IS-325. (c) M.S.fabricated common base plate, coupling, coupling guard, foundation bolts etc.as required. (d) Suitable cement concrete foundation duly plastered and with anti vibration pads.

4.2 450 lpm at 35 m Head Each 1

15 Providing and fixing heavy duty aluminium armored cables 1.1 KVA grade including necessary support clamps at ceilling .

Power cable 3 core 16 sq.mm Mtr 18

IV Fire Alarm System

16 Supply , installation , testing and commissioning of 4 zones Fire Alarm Control Panel with LCD display having inbuilt battery charger & batteries.

17 SITC of manual call point complete with mounting base in ABS each 1

18 Supply and Installation of wall Mounted Horn / Hooter in ABS each 1

19 Supply and laying of 1.5 sq.mm dual core copper wire with 19mm dia PVC conduit rm 18

VII Fire Extinguishers

20 Providing , Fixing CO2 extinguisher consisting of seamless MS cylindrical body squeeze lever discharge valve , 30 cms long high pressure discharge hose ISI marked as per IS : 15683 including fixing to wall , with brackets etc. complete . Make : NEWTECH / KALPEX OMEX

Capacity 4.5 kg each 1

CONSTRUCTION OF NEW G+1 COMBINED DIVISIONAL & SUB- DIVISIONAL OFFICE BUILDING WITH SUB- DIVISIONAL OFFICE AT GROUND FLOOR AND DIVISIONAL OFFICE AT FIRST FLOOR AT EXISTING DIVISIONAL CAMPUS UNDER P.H. DIVISION BHABUA IN DISTRICT OF KAIMUR FOR THE YEAR 2025-26

Under Ground Water Tank ( 100 KL Capacity) & Pump Room

Estimate of Cost

Items based on BCD-SOR – 2020, effective from 01.07.2020.

Sl. No./ SOR Description of Work Unit Qty. Qty. Rate (Rs.) Amount (Rs.)

1.1/ 2.6 Earth work in excavation over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m; disposed earth to be levelled and neatly dressed.

2.6.1 All kinds of soil cum 824 0.99_);\(0.99\)

1.2/ 2.26 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, lead up to 50 m and lift upto 1.5 m cum 652 116.5

1.3/ 2.28 Supplying and filling in plinth with local sand and under floors including watering, ramming consolidating and dressing complete. cum 18 0.99_);\(0.99\)

Sub Total '1' (Earth Work) : Rs.

0.0 Concrete Work

2.1/ 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level.

2.1.1/ 4.1.6 1: 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) cum 18 3229.9

2.2/ 4.12 Extra for Providing and mixing water proofing material in cement concrete work in the proportion recommended by the manufactures. per 50 kg cement 2586 56.57

Sub Total '2' (Concrete Work) : Rs.

0.0 Reinforced Cement Concrete

3.1/ 5.9 Centring and shuttering including strutting, propping etc. and removal of form for:

3.1.1/ 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. sqm 16 203

3.1.2/ 5.9.2 Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. sqm 600 356.4

3.1.3/ 5.9.3 Suspended floors, roofs, landings, balconies and access platform sqm 243 412.2

3.1.4/ 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. sqm 256 362.9

3.1.5/ 5.9.16 Edges of slabs and breaks in floors and walls

3.1.5.1 5.9.16.1 Under 20 cms wide metre 93 126.8

3.2/ 5.22 Reinforcement for RCC work including straightening. Cutting, bending, placing in position and binding all complete.

Thermo-Mechanically Treated bars.

3.3/ 5.33A Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering, finishing and reinforcement, M-20 grade reinforced cement concrete

3.3.1/ 5.33A.1 All work upto plinth level cum 212 4689.2

3.3.2 All work from plinth level upto floor V level.

3.3.2.1/ 5.33A.2.2 Beams, plinth beams, girder, bressumers, cantilevers, Suspended floors, lintels, roofs and staircase including spiral staircase, shelves etc. cum 3 5553.6

3.4/ 5.33B Add or deduct for providing richer or leaner mixes respectively at all floor levels.

3.4.1/ 5.33B.1 Providing M-25 grade RCC istead of M20 grade R.C.C cum 215 165.3

Sub Total ' 3' ( RCC Work ) : Rs.

4.1/ 6.1C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in :

4.1.1/ 6.1.14C Cement mortar 1:6 (1 cement: 6 coarse sand ) - 250 mm th Brick work cum 10 4853.8

4.2/ 6.3C Extra tor Brick work in superstructure above plinth level upto floor V cum

250 mm th Brick work in C.M (1:6) cum 10 791.8

Sub Total '4' (Brick Work) : Rs.

0.0 Steel works

5.1/ 10.12 Providing and fixing steel glazed doors, windows and ventilatrs of standard rolled steel sections, joints mitered and welded with 15x3 mm lugs 10 cm long with steel lugs embedded in cement concrete blocks 15x10x10 cm of 1:3:6(1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with woodenplugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of glass panes with glazing clips and special metal-sash putty of approved make complete including applying a priming coat of approved steel primer; excluding the cost of metal beading and other fitting except necessary hinges or pivots as required.

Doors sqm 2 3022.2

5.2/ 10.5 Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3mm MS gusset plates at the junction and corners.all necessary fittings completejncluding applying a priming coat of approved steel primer.

10.5.1 Using flats 30x6 mm for diagonal braces and central cross piece. sqm 3 3177.5

5.3/ 10.32 Steel work welded in built up sections/framed work including cutting hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.

5.3.1/ 10.32.2 In gratings, frames, guard bar, ladders, railings, brackets, gates & similar works Kg 80 99.5

Sub Total '5' (Steel works) : Rs.

0.0 Flooring Works

6.1/ 11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/I. sqm 244 285.2

6.1/ 11.3 Cement concrete flooring 1:2:4(1 cement:2 coarse:sand:4 graded stone agregate) finished with a floating coat of neat cement including cement slurry, etc. but excluding the cost of nosing of steps etc. complete.

11.3.1 40 mm thick with 20 mm nominal size stone aggregate sqm 124 280.8

Sub Total '6' ( Flooring works) : Rs.

0.0 Water Proofing Treatment Works :

8.0 8.1/22.5 DSR-18 Providing and laying water proofing treatment in suken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of

i) (a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours.

ii) (b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry Sqm 497 465.6

Sub Total ' 7' (Water Proofing Treatment Works) :

0.0 Plaster and Finishing Works

8.1/ 13.11 12 mm cement plaster of mix:

8.1.1/ 13.11.4 1:6 (1 cement : 6 Coarse sand) sqm 427 134.5

8.2/ 13.12 15 mm cement plaster on rough side of single or half brick wall of mix.

13.12.2 1:4(1 cement: 4 coarse sand ) sqm 304 168.5

8.3/ 13.24 6 mm cement plaster to ceiliing of mix :

8.3.1/ 13.24.2 1:4:(1 cement : 4 coarse sand) sqm 216 119.1

8.4/ 13.26 Neat cement punning sqm 427 38.9

8.5/ 13.72 White washing with whiting to give an even shade :

13.72.1 New work (three or more goats) sqm 291 17

8.6/ 13.78 Applying one coat of cement primer of approved brand and manufacture on wall surface:

8.7/ 13.79 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade

13.79.1 New work (three or more coats) sqm 304 0.00_);\(0.00\)

8.8/ 13.81 Applying priming coat:

13.81.3 With ready mixed red oxide zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel works sqm 11 32.4

8.9/ 13.93 Painting with synthetic enamel paint of approved brand and manufacture to give an even shed.

13.93.1 Two or more coats on new work sqm 11 80.3

Sub Total '8' ( Plaster and Finishing work) Rs.

0.0 Miscellaneous Works

9.1/ 19.18 Supplying and fixing C.I. cover without frame for manholes

19.18.3 560 mm diameter C.I. over (heavy duty) the weight of the cover to be not less than 108 kg. Each 6 6778.9

9.2/ 18.10 (Derive) Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc.

100 mm dia. Nominal bore Mtr. 40 1125

9.3/ 17.35 Providing and fixing soil, waste and vent pipes :

17.35.1.2 100 mm diaCentrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 Mtr 178 1057.8

9.3/ 17.30 Providing and fixing in position 25mm diameter mosquito proof coupling of approved municipal design Each 6 45

9.4/ 19.15 Providing M.S. foot rests including fixing in manholes with 20 x 20 x 10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size ) as per standard design :

9.4.1/ 19.15.2 with 20 mm diameter round bar Each 21 241.2

Sub total ' 9' (Miscellaneous Works) : Rs.

0.0 Carriage of Materials

0.9 Bricks (Lead - 1 km kutcha + 7 km pucca) Per 1000 Nos. 12900

0.9 Coarse Sand cum 130

0.0 Stone Chips cum 204

10.4 Local Sand cum 22

Sub Total ' 10' (Carriage of Materials): Rs.

0.0 Diffrence in Cost of Materials

0.9 Cement tonne

11.2 Bricks per 1000 nos 7808

Sub Total ' 11' (Diffrence in Cost of Materials): Rs.

Estimate of Cost for Furniture & Furnishing works

S.No Furniture Specification Unit Qty Rate (Rs.) Amount (Rs.)

1 Bed Dimension : 2000 x 900 x 650 mm (H) Structure is made up of 40 mm dia CRC tube with thickness 18 gauge. Horizontal base is made from steel sheet the thickness 14 gauge. Horizontal base will be stiffened with appropriate longitudinal 3 v shape sheet and lateral stiffeners 2 steel pipes with powder coating. Manufactured out of ISO 9001, ISO14001 and OSHSAS 18001 certified Plant and product certified for BIFMA performance test (Size : 2000 x 900 x 650 mm (H) Each 30

2 Mattress 2" thick (size 75" x 36") Supplying and fixing of Mattress (size : 75"x36" x 2" thick) at site, with complete in all respect or as per direction of E/I Each 30

GOVERNMENT OF BIHAR

PUBLIC HEALTH ENGINEERING DEPARTMENT

PUBLIC HEALTH DIVISION, BHABUA

CONSTRUCTION OF NEW G+1 COMBINED DIVISIONAL & SUB- DIVISIONAL OFFICE BUILDING WITH SUB- DIVISIONAL OFFICE AT GROUND FLOOR AND DIVISIONAL OFFICE AT FIRST FLOOR AT EXISTING DIVISIONAL CAMPUS UNDER P.H. DIVISION BHABUA IN DISTRICT OF KAIMUR FOR THE YEAR 2025-26.

ESTIMATED COST :-

Particulars Qty. Unit Rate Amount

GOVERNMENT OF BIHAR

PUBLIC HEALTH ENGINEERING DEPARTMENT

PUBLIC HEALTH DIVISION , BHABUA, KAIMUR

NAME OF THE WORK - CONSTRUCTION OF NEW G+1 COMBINED DIVISIONAL & SUB- DIVISIONAL OFFICE BUILDING WITH SUB- DIVISIONAL OFFICE AT GROUND FLOOR AND DIVISIONAL OFFICE AT FIRST FLOOR AT EXISTING DIVISIONAL CAMPUS UNDER P.H. DIVISION BHABUA IN DISTRICT OFKAIMUR FOR THE YEAR 2025-26

TECHNICAL REPORT

Technical Provisions made :-

1 Total built up area - 1655 sft ie 153.81 sqm

2 Includes Fire-Fighting and Fire-Alarm System.

3 Installation of internal water supply and sanitary.

4 Includes internal electric installation and power wiring.

5 Development of site which includes earth filling, Internal Road, External Sewerage distribution Lines and RWH

6 Furniture arrangement and furnishing.

Estimated Cost :-

Rates :- Estimated cost is based on CPWD plinth area rate 2022

Land Availability:- Sufficient land is available in P.H. Division Bhabua.

Specification :- All relevant standard specification of PWD and PHED of Govt. of Bihar will be followed during the execution of work.

Executive Engineer

P.H. Division Bhabua.

NAME OF THE WORK - CONSTRUCTION OF NEW G+1 COMBINED DIVISIONAL & SUB- DIVISIONAL OFFICE BUILDING WITH SUB- DIVISIONAL OFFICE AT GROUND FLOOR AND DIVISIONAL OFFICE AT FIRST FLOOR AT EXISTING DIVISIONAL CAMPUS UNDER P.H. DIVISION BHABUA IN DISTRICT OF KAIMUR FOR THE YEAR 2025-26

(Ground +1 Storey)

Abstract of Cost

(Civil + PHE + Electrical )

Sl. No. Particulars Estimated Amount (Rs.)

1 Cost for Civil Works

2 Cost for Internal Water Supply & Sanitary Works

3 Cost for Electrical Works

4 DEVELOPMENT OF SITE

5 FURNITURE & FURNISHING

6 Add GST difference of 6% as only 12% considered in SOR 2022 ( Multiplying factor 0.0536 )

7 Add Consultancy charges for tests & detailed structural drawings @ 1%

Executive Engineer

P.H. Division Bhabua

CONSTRUCTION OF NEW G+1 COMBINED DIVISIONAL & SUB- DIVISIONAL OFFICE BUILDING WITH SUB- DIVISIONAL OFFICE AT GROUND FLOOR AND DIVISIONAL OFFICE AT FIRST FLOOR AT EXISTING DIVISIONAL CAMPUS UNDER P.H. DIVISION BHABUA IN DISTRICT OF KAIMUR FOR THE YEAR 2025-26

(Ground +1 Storey)

Summary of Estimated Cost

Sl. No. Particulars Total Estimated Amount (Rs.)

0.0 Earth Works

0.0 Concrete Works

0.0 Reinforced cement concrete works

0.0 Masonary Works

0.0 Steel Works

0.0 Flooring Works

0.0 Plaster & Finishing works

0.0 Water proofing Treatment Works

0.0 Miscellaneous Works

0.0 Carriage of Materials

Total (Civil Works) : Rs.

Executive Engineer

P.H. Division Bhabua

(Ground +1 Storey)

Estimate of Cost

Items Covered Under BCD-SOR-2022, effective from 01.01.2022

Sl. No./ Code. SOR-22 Description of Work Unit Qty. Rate (Rs.) Amount (Rs.)

1.1/ 2.6 Earth work in excavation over areas ( exceeding 30 cm in depth. 1.5 m in width as well es 10 sqm on plan) including disposal of excavated earth , lead upto 50 m and lift upto 1.5 m; disposed earth to be levelled and neatly dressed.

2.6.1 All kinds of soil cum 0.99_);\(0.99\)

1.2/ 2.26 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 lead. cum 123.9

1.3/ 2.28 Supplying and filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. cum 287.3

Sub Total '1' (Earth Work) : Rs.

0.0 Concrete Work

2.1/ 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level.

2.1.1/ 4.1.3 1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size) cum 3998.1

2.2/ 4.12 Extra for providing and mixing water proofing material in cement concrete work in the proportion recommended by the manufactures. Per 50 kg Cement 0

Sub Total '2' (Concrete Work) : Rs.

0.0 Reinforced Cement Concrete Works

3.1/ 5.9 Centring and shuttering including strutting, propping etc. and removal of form for:

3.1.1/ 5.9.1 Foundations, footings, bases of columns, etc., for mass concrete. sqm 211.6

3.1.3/ 5.9.2 Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc. sqm 0

3.1.3/ 5.9.3 Suspended floors, roofs, landings, balconies and access platform sqm 437.5

3.1.4/ 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. sqm 404.7

3.1.5/ 5.9.6 Columns, Pillars, Piers, Abutments, Post and struts sqm 494.4

3.1.6/ 5.9.7 Stairs, (excluding landings) except spiral staircases. sqm 439.9

3.1.7/ 5.9.13 Vertical and Horizontal fins individually or forming box louvers band, facias ane eaves boards. sqm 0.00_);\(0.00\)

3.1.8/ 5.9.19 Wheather shade, Chajja, corbels etc., including edges. sqm 550.9

3.1.9/ 5.9.16.1 Edges of slabs and breaks in floors and walls :

Under 20 cm wide Metre 0.99_);\(0.99\)

3.2/ 5.22 Reinforcement for RCC work including straightening. Cutting, bending, placing in position and binding all complete.

Thermo-Mechanically Treated bars

3.3/ 5.33. Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cementcontent as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and including retard setting of concrete, improve workability without impairing strength and admixtures in recommended proportions as per IS: 9103 to accelerate,reinforcement,durability as per direction of Engineer-incharge.

3.3.1/ 5.33.1 All work upto plinth level cum 0.99_);\(0.99\)

3.3.2/ 5.33.2 All work from plinth level upto floor V level. cum 5863.2

Sub Total '3' (RCC Work) : Rs.

0.0 Masonary Work

4.1/ 6.1C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in :

4.1.1/ 6.1.14C Cement mortar 1:6 (1 cement: 6 coarse sand ) - 250 mm th Brick work cum 4923

4.1.2/ 6.1C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in :

4.1.2/ 6.1.12C Cement mortar 1 : 4 (1 cement : 4 coarse sand)- 125 mm th Brick work cum 5116.3

4.2/ 6.3C Extra for Brick work in superstructure above plinth level upto floor V cum

4.2.1 250 mm th Brick work in C.M (1:6) cum 842.2

4.2.2 125 mm th Brick work in C.M (1:4) cum 842.2

4.4/ 6.21A Extra for providing and placing in position 2 Nos, 6 mm dia , MS bars at every third course of half brick masonry (with F. P. S. bricks)

Sub Total '4' (Brick Work) : Rs.

5.1/ 9.20.1 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type,core of block board construction with frame of 1 st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:shutters:

5.1.1/ 9.20.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws sqm 1775.3

5.2/ 9.96 Providing and fixing aluminium sliding door bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete:

5.3/ 9.97 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ), transparent or dyed to required colour or shade, with necessary screws etc. complete:

5.4/ 9.98 Providing and fixing aluminium pull bolt lock, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour and shade, with necessary screws bolts, nut and washers etc. complete. each 0.00_);\(0.00\)

5.5/ 9.100 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete:

5.6/ 9.101 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.

9.101.2 Twin rubber stopper each 60.8

5.7/ 9.23 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of shutters (overall area of door shutter to be measured) Sqm 401.4

5.8/ 9.40 Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete:

9.40.1 2nd class teak wood

Sub Total '5' (Wood Work) : Rs.

6.1/ 10.12.1 Providing and fixing steel glazed doors, windows and ventilatrs of standard rolled steel sections, joints mitered and welded with 15x3 mm lugs 10 cm long with steel lugs embedded in cement concrete blocks 15x10x10 cm of 1:3:6(1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with woodenplugs and screws or raw) plugs and screws or with fixing dips or with bolts and nuts as required, including providing and fixing of glass panes with glazing dips and special metal-sash putty pf approved make complete including applying a priming coat of approved steel primer; excluding the cost of metal beading and other fitting except necessary hinges or pivots as required.

6.2/ 10.15 Providing and fixing pressed steel door frame confirming IS code 4351 manufactured from commerical mild steel sheet of 1.25 mm thickness including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50 x 25 mm or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by . mechnical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge:

6.3/ 10.18 Providing and fixing circular/hexagonal cast iron or M.S sheet box for ceiling fan clamp 140 mm internal dia, 73 mm height, 5 mm thick rim bottom and top lids, 1.5 mm thick M.S sheet with its top surface hacked for proper bonding top lid shall be screwed into the cast iron box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamps shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing each 165.4

6.4/ 10.32.2 Steel work welded in built up sections/framed worK including cutting hoisting, rixing in position and applying a priming coat of approved steel primer using structural steel, etc. as required.

In gratings, frames, guard bar, ladders, railings, brackts. gates & similar works kg. 114.6

6.5/ 9.48 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.

6.6.1/ 9.48.1 Fixed to steel windows by welding. kg. 144.5

6.4/ 10.32 Steel work welded in built up section/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required

6.5.1/ 10.32.2 In gratings, frames, guard bar, ladders, railings, brackts. gates & similar works. kg. 121.9

6.8/ 10.3 Providing and fixing in position collapsible steel shutters with vertical channes 20x10x2 mm and braced with flat iron diagonals 20x5 mm size with top and bottom rail of T-tron 40x40x6 mm with 40 mm dia steel pulleys complete with bots.nuts locking arrangement stoppers handies including applying a priming coat of approved steel primer

Sub Total '6' (Steel Work) Rs.

0.0 Flooring work

7.1/ 11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering taxes, royalty all complete as per building specification and direction of E/I. sqm 283.3

7.2/ 11.41 Providing and laying vitrifed floor tiles in different sizes {thickness to ben specified by the manufactruer) with water absorption's less than 0.08 % and conforming to IS 15622 of approved make in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) including grouting the joint with white cement and matching pigments etc., complete

11.41.2 Size of Tile 600x600 mm metre 0

7.3.2/ 11.41 Providing and laying vitrifed floor tiles in different sizes {thickness to be specified by the manufactruer) with water absorption's less than 0.08 % and conforming to IS : 15622 of approved make in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand ) including grouting the joint with white cement and matching pigments etc., complete.

11.41.2 Size of Tile 60x60 cm sqm 1638.8

7.4/ 11.46 Providing and laying Vitrified tiles in different sizes (thickness to bem specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete.

7.4.2/ 11.46.2 Size of Tile 600 x 600 mm. sqm 1191.8

7.5/ 11.38 Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of ist quality conforming to IS : 15622 of approved make in colours such shades except white , Ivory , Grey , Fume Red , Brown , laid on 20 mm thick Cement motar 1:4 (1 cement: 4 coarse sand ) including pointing the joints with white cementand matching pigment etc., complete. sqm 862.4

9.6/ 11.36 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (Thickness to be specified by the manufacture) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer -in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Motar 1:3 (1cement : 3 coarse sand ) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete. sqm 795

8.9/ 11.32 Extra for Kota stone / sand stone in treads of steps and risers using single up to 1.05 metre.length Sqm 0

8.10/ 11.31 Extra for pre finished nosing in treads of steps of Kota stone / sand stone slab. Metre 0 0.99_);\(0.99\)

11.56 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete asper 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.

11.56.1 Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. sqm 3605.2

8.3 Providing edge moulding to 18 mm thick marble stone counters, vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in- Charge.e.

8.3.2 Granite work m 0.00_);\(0.00\)

7.3.2/ 11.3 Cement concrete flooring 1:2:4(1 cement:2 coarse:sand:4 graded stone agregate) finished with a floating coat of neat cement including cement slurry, etc. but excluding the cost of nosing of steps etc. complete.

7.3.2/ 11.3.1 40 mm thick with 20 mm nominal size stone aggregate sqm 0.00_);\(0.00\)

7.4/ 11.6 Cement plaster skirting (upto 30 cm hieght) with cement mortar 1:3 (1n cement:3 coarse sand) finished with a floating coat of neat cement.

Sub Total '7' (Flooring Work) : Rs.

0.0 Plaster & Finishing Works

8.1/ 13.11 12 mm cement plaster of mix

8.1.1/ 13.11.4 1:6 (1 cement : 6 coarse sand) sqm 141.5

8.2/ 13.12 15 mm cement plaster on rough side of single or half brick wall of mix.

8.2.1/ 13.12.2 1:4(1 cement: 4 coarse sand ) sqm 176.4

8.3/ 13.24 6 mm cement plaster to ceiling of mix.

8.3.1/ 13.24.2 1:4 (1 cement : 4 coarse sand) sqm 125.6

8.4/ 13.80A.2 Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. sqm 105.4

8.5/ 13.77 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade.

8.5.1/ 13.77.2 New work (two or more coats) over and including priming coat with cement primer. sqm 102.3

8.6/ 13.81 Applying priming coat:

8.6.1/ 13.81.1 With ready mixed pink or grey primer of approved brand and manufacture on woodwork (hard and soft wood) sqm 0.00_);\(0.00\)

8.6.2/ 13.81.3 With ready mixed red oxide zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel works sqm 34.6

8.7/ 13.93 Painting with synthetic enamel paint of approved brand and manufacture to give an even shed.

13.93.1 Two or more coats on new work sqm 84.5

8.8/ 13.116 Forming groove of uniform size from 12 x 12 mm and upto 25 x 15 mm in plastered surface as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repairs to the edges of plaster panel and finishing the groove complete as per specifications and direction of the Engineer-in-charge. Metre 47.1

8.9/ 13.26 Neat Cement punning Sqm 40.5

8.10/ 13.46 Finishing walls with Acrylic Smooth exterior paint of required shade :

13.46.1 New work (Two or more coat applied @ 1.67 Ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/10 sqm) Sqm 137

Sub Total '8' (Finishing Works) : Rs.

0.0 Water Proofing Treatment Works :

9.1/ 22.3 Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed protions of W.C. kitchen and the like consisting of :

i) 1st course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface.

ii) IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface.

iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg per sqm of area.

iv) IVth course of 400 micron thick PVC sheet (overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/sqm Sqm 480.6

22.2 Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/ sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be aid using Butane Torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 650/450N/5 cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane.

22.20.1 3 mm thick.. Sqm 472.5

Sub - Total '9' (Water Proofing Treatment Works) : Rs.

0.0 Miscellaneous works

4.17 Providing plinth protection .75 m wide consisting of 12 mm thick cement plaster 1;6 with neat cement punning over 75 mm thick P.C.C. (1:3 :6) over brick flat soling over 75 mm thick local sand filling all complete Sqm 436.6

10.2/ 12.39 Making khurras 45 x 45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1mx1mx400micron, finished with 12mm cement plaster 1:3 (1cement:3 coarse sand) and a coat of neat cement rounding the edge sand making and finishing the outlet complete. Each 189

2.29 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m all kind of soil 100sqm 1355.4

2.32 Clearing jungle including uprooting of rank vegetation ,grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared 100sqm 697.4

6.47A Providing 250mm wide brick drain in cement mortar (1:6) with av. 150mm. Clear depth and 250mm apron including cost of E/W. involved with 75mm cement concrete (1:4:8) over one brick designation 100-A flat soling in proper grade and slope at the base.the drain duly.plastered in CM. (1:3) with punning over exposed surface all complete as per building specification and direction of E/l,

26A.2 Designing, fabricating , testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the buildings for all heights and all levels,including

a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thickness, aluminum cleats, sleeves etc., structural and weather silicone sealants, flashings, fire stop (barrier) cum smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including.

b) Fabrication and supplying serrated M.S. hot dip galvanised / Aluminum alloy of 6005 T5 bracket of required sizes, sections and profiles etc. to accommodate 3 dimentional movement for achieving perfect vertically and fixing structural glazing system rigidly to the RCC / masonry / structural steel framework of building structure using stainless steel anchor fasteners / bolts,

nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required capacity and in required numbers

c) Providing and fixing, two part pump fillied, structural silicone sealant and one part weather silicone compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment, including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass

d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with cutain glazing to make it watertight

e) Making provision for drainage of moisture / water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete. This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T&P , scafolding and other incidental charges including wastages etc,,

enabling temporary structures and services , cranes or cradles etc. as described above and as specified. The item includes the cost of getting all the structural and functional design including shop drawings checked by a structural designer, dully approved by Engineer -in-charge.

The item also includes the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratary, field tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of the building for occupation. In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required , as per the Architectural drawings, as per item description, as specified as per the approved shop drawings and as directed by the Engineer-in-charge.

Note : - 1 The cost of providing extruded aluminium frames , shadow boxes, extruded aluminium section capping for fixing in the grooves of the curtain glazing and vermin proof stainless steel wire mesh shall be paid for separately under relevant items under this subhead. However, for the purpose of payment, only the actuaul area of structural glazing (including width of grooves) on the external face shall be measured in sqm . up to two decimal places.

Note : - 2 The following performance test are to be conducted on structural glazing system if area of structural glazing exceeds 2500 sqm from the certified laboratories accreditated by NABL (National Accreditation Board for Testing and Calibration Laboratories), Department of Science & Technologies , India . Cost of testing is payable separately. The NIT appproving authority will decide the necessity of testing on the basis of cost of the work, cost of the test and importance of the work. Performance Testing of Structural glazing system Tests to be conducted in the NBL Certified laboratories

1. Performance Laboratory Test for Air Leakage Test (-50 pa to - 300pa) & (+50pa to + 300pa) as per ASTM E-283-04 testing method for a range of testing limit 1 to 200 mVhr"

2. Static water penetration Test. (50pa to 1500 pa) as per ASTME-331-09 testing method for a range up to 2000 ml.

3. Dynamic water Penetration (50pa to 1500 pa) as per AAMA 501.01-05 testing method for a range upto 2000 ml"

4. Structural Performance Deflection and deformation by static air pressure test (1.5 times desing wind pressure without any failure) as per ASTME-330-10 testing method for a range upto 50mm"

5. Seismic Movement Test (upto 30 mm ) as per AAMA 501 4-09 testing method for Qualitative test" Tests to be conducted on site .

6. Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi) upto 2000ml" sqm 0

5.18.3 Providing,precast cement concrete Jali 1:2:4(1 cement:2 coarse sand:4 stone aggregate 6mm nominal size) reinforced with 1.6 mm dia mild steel wire including roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement:3 fine sand) etc.complete excluding plastering of the jambs, sills and soffits.

25mm thick sqm 835.8

Sub -Total ' 10 ' (Miscellaneous Works) : Rs.

0.0 Carriage of Materials

(I) Bricks (lead - 1 km kutcha + 7 km pucca) per 1000 nos 926.31

(ii) Coarse Sand (lead -150 km) cum 993.42

(iii) Stone Chips (lead - 400 km from ) cum 2187.96

(iv) Local sand ( 1 km kutcha + 2 km pucca) cum 277.2

Extra Cost of Material

(v) Cement mt 277.2

Sub Total '13' (Carriage of Materials): Rs.

0.0 Difference in cost of Materials

(i) Cement bag 616

(ii) Bricks per 1000 nos 30784

Sub Total '12' (Difference in cost of Materials): Rs.

Executive Engineer

P.H. Division Bhabua

Sub Estimate - 01 (Civil work)

CONSTRUCTION OF NEW G+1 COMBINED DIVISIONAL & SUB- DIVISIONAL OFFICE BUILDING WITH SUB- DIVISIONAL OFFICE AT GROUND FLOOR AND DIVISIONAL OFFICE AT FIRST FLOOR AT EXISTING DIVISIONAL CAMPUS UNDER P.H. DIVISION BHABUA IN DISTRICT OF KAIMUR FOR THE YEAR 2025-26

(Ground +1 Storey)

Estimate of Quantities

Sl. No. Item No. L B H/D Qty. Unit

0.0 Earth Work p c c=.75mm

1.1 Earth work in excavation Foundation l.s.f = 150mm

F1 7 1.8 cum b f s =75mm

1.2 Filling available excaveted earth

Local sand filling cum

Foundation R.C.C cum

1.3 S/F Local Sand in Foundation & Plinth

Foundation X 0.15 cum

Record / Store 1 cum

JE Section 1 cum

Corridor 1 2.4 cum

SDC Office 1 cum

Parking 1 0.000 3.6 cum

HER 1 0.000 1.35 cum

PH Toilet 1 0.000 1.53 cum

Staicase 1 0.45 cum

Portico/ Entrance 1 cum

entrance Steps 4 cum

0.0 Concrete work

2.1 Providing P.C.C (1:2:4) in foundation and plinth 0.075 cum

Plinth 0.075 cum

Providing & Laying RCC M25 upto Plinth

Padestal 0.15 cum

Column upto PL `

C1 34 cum avrage depth of found.=.400

Wall, Column, Pillar

Column PL to Top

Mumty 4 2.85 cum

Parapet 18 1.05 cum

B/w Grid -A & B 2 cum

B/w Grid -A & B 1 cum

B/w Grid -A & B 1 cum

Grid -4 & 5 2 cum

B/w Grid -2 & 3 1 cum

B/w Grid -3 & 4 1 cum

B/w Grid -3 & 4 1 cum

B/w Grid -3 & 4 1 cum

B/w Grid -6 & 7 1 0.25 cum

deduction for column cum

Foundation Connecting beam

Grid - A 24.73 cum

Grid - B 24.73 cum

Grid - C 24.73 cum

Grid - D 24.73 cum

Grid - E 3.55 cum

B/w Grid -A & B 3.87 cum

B/w Grid -A & B 3.05 cum

B/w Grid -A & B 0.67 cum

Grid -4 & 5 13.5 cum

B/w Grid -2 & 3 7.52 cum

B/w Grid -3 & 4 1.53 cum

B/w Grid -3 & 4 1.25 cum

B/w Grid -3 & 4 1.6 cum

B/w Grid -6 & 7 0.25 cum

deduction for column cum

B/w Grid -A & B 2 cum

Grid -4 & 5 2 cum

deduction for column cum

deduction fo stair -1 0.135 cum

deduction fo stair -1 0.135 cum

total Roof slab cum

RCC M25 in Lintel

D2 5 0.25 cum Chajja

RCC Band at Lintel etc. 1 0.25 cum

parapet band 1 cum

RCC Fins 1 0.6 cum

Waist Slab 4 cum

Landing Slab 4 cum

3.3.1 All Works upto PL

Column upto PL cum

Foundation Connecting beam cum

3.3.2 RCC Above plinth

RCC M25 in Lintel cum

3.2 Reinforcement for RCC Work

Foundation cum @ 110 kg/cum MT

Columns cum @ 250 kg/cum MT

Foundation Connecting beam cum @ 110 kg/cum MT

Grade Beam cum @ 140 kg/cum MT

Roof Beam cum @ 150 kg/cum MT

Roof Slab cum @ 100 kg/cum MT

Lintel cum @ 75 kg/cum MT

RCC Band at Lintel cum @ 75 kg/cum MT

RCC Chajja cum @ 70 kg/cum MT

Fins cum @ 70 kg/cum MT

Stair cum @ 105 kg/cum MT

3.1 Centring and Shuttering

3.1.1 Foundation, footings

3.1.3 Suspended Floor Roof Landing

Landing Slab sqm

3.1.4 Lintel Beam, Plinth Beam

X - Direction sqm

X - Direction sqm

RCC M25 in Lintel 2 / sqm

3.1.5 Column, Pillar, Piers

Column PL to Top

3.1.6 Stairs (excluding landing)

Landing Slab sqm

3.1.7 Vertical & Horizontal Fins sqm

3.1.8 Wheather shade chhajja / 0.075 sqm

3.1.9 Edges of slab

0.0 Brick Works

4.1 Fly ash Brick work in CM(1:4) in foundation 1 0.25 cum

Same as length of grade beam cum

4.2 Fly ash Brick work CM(1:4) in Super Structure

Grid -3,6 & 7 0 cum

Grid - A & C 0 cum

Grid -A & D 2 cum

B/ W Grid -C & D 1 0.999 0.25 cum

Grid -1 & 8 2 cum

Grid -5 & 6 2 cum

Grid -5 & 6 2 cum

Grid -A & D 2 cum

B/ W Grid -C & D 1 0.999 0.25 cum

Grid -1 & 8 2 cum

Grid -5 & 6 2 cum

Grid -5 & 6 2 cum

Mumty 1 0.25 cum

4.4 Extra for providing and placing in position 2 Nos, 6 mm dia cum

5.1 P/F Flush Door Shutter

5.2 P/F aluminium Sliding door bolt 300X16mm

5.3 P/F Aluminium tower bolt

5.4 P/F Aluminium pull bolt lock

5.5 P/F Aluminium handle

5.6 P/F Aluminium flower door stopper

5.7 Extra for providing lipping sqm

5.8 P/F wooden moulded beading mtr.

0.0 Steel Works

6.1 P/F Steel glazed window

6.2 P/F Presed Steel door frame

6.3 P/F MS Fan Clamp. 2 x 18 Nos.

6.5 P/F MS Grill to window sqm @ 16 kg/sqm kg

6.7 P/F steel work in built up section

Gate 1 3.05 sqm

6.8 P/F Collapsible Gate

0.0 Flooring Work

7.1 Providing 100A one brick flat soling

Foundation / sqm

7.2 Extra for providing and fixing 30 mm x 4 mm glass strips

Bed room 14 mtr.

Sleepout 5 mtr.

Stair case 5 mtr.

First Floor Same as Gr. Floor mtr.

7.2.1 Vetrified Tiles 600x600mm in Flooring

7.3.1 Vitrified Floor Tiles in Flooring

Record / Store sqm

Meeting Hall 7.525 sqm

Record Room 1 3.6 sqm

Computer Room 1 sqm

Correspondance 1 sqm

Storage & powder 2 sqm

Programmer . 1 sqm

Corridor 1 2.4 sqm

Pantry & Drinking Water 1 sqm

7.2.2 Vetrified Floor Tiles in Skirting

Ground Floor 2.15

7.3.2 Vitrified tiles in Skirting

Record / Store 0.1 sqm

JE Section 0.1 sqm

Corridor 0.1 sqm

SDC Office 0.1 sqm

Operator 0.1 sqm

Sit out 0.1 sqm

Meeting Hall 0.1 sqm

Record Room 0.1 sqm

Computer Room 0.1 sqm

Correspondance 0.1 sqm

Cashier 0.1 sqm

Storage & powder 0.1 sqm

Programmer . 0.1 sqm

Waitting 0.1 sqm

Corridor 0.1 sqm

Corridor 0.1 sqm

Pantry & Drinking Water 0.1 sqm

7.4 P/F Ceramic floor tiles

7.5 Providing and fixing 1st quality ceramic glazed wall tiles

PH Toilet 2.1 sqm

7.6 Granite stone flooring

Staircase 1 sqm

Landing Slab sqm

Steps riser 0.15 sqm

StepsTreads 0.3 sqm

entrance Steps sqm

Staircase 0.1 sqm

Landing Slab 0.1 sqm

Entrance 0.1 sqm

entrance Steps 0.1 sqm

7.7 Extra for medge molding sqm

7.8 cement concrete flooring

7.9 cement concrete Skirting

Parking 0.1 sqm

Portico 0.15 sqm

0.0 Plaster and finishing work

8.1 Providing 12mm cement plaster (1:6)

Record / Store sqm

Meeting Hall sqm

Record Room sqm

Computer Room sqm

Correspondance sqm

Storage & powder sqm

Programmer . sqm

Pantry & Drinking Water sqm

Deduction door window

Parapet 1 1.2 sqm

8.2 Providing 15mm cement plaster (1:3) External Wall

Outer wall 1 sqm

Qty vide item 3.1.8 sqm

Deduction window

8.3 Providing 6mm cement plaster (1:4) with clean coarse sand Celling

Record / Store sqm

Meeting Hall sqm

Record Room sqm

Computer Room sqm

Correspondance sqm

Storage & powder sqm

Programmer . sqm

Pantry & Drinking Water sqm

Portico/ Entrance sqm

Terrace mumty sqm

Chajja same as item 3.1.8 sqm

Landing Slab sqm

8.4 Providing and applying wall putty of 2 mm thick

Total Qty ,+ sqm

8.5 Providing two coats of oil bound distemper

Internal plaster sqm

8.6.1 Providing two coats of synthetic enamel paint over a coat of primer over new

Wooden surface 2 sqm

8.6.2 Providing primer of red lead paint one coat over new

Steel surface same as item 5.1 sqm

8.7 Providing two coats of synthetic enamel paint over steel surface + sqm

8.8 Forming grooves of uniform size 1 mtr.

EXT. WALL 1 mtr.

8.9 Providing 1.5mm neat cement punning 1 sqm

8.1 Acrylic smooth extrier Pant Qty as per item no 8.2 sqm

0.0 Water proofing treatment works

9.1 Water proofing treatment to vertical and horizontal surface of depress portion

Sunken Floors 1 sqm

9.3 P/L water proofing on terrace

Terrace Area Sqm

0.0 Miscellaneous Works

10.1 Providing plinth protection 0.75m wide

Brick flat soling Qty as per above sqm

Sand filling 1 1 cum

P.C.C(1:3:6) same as per above cum

12mm cement plaster (1:6) 1 1 sqm

10.2 Making khurras 45x45cm 4 Nos

10.5 Surface Dressing

10.6 Cleaning of Jungle

10.3 Providing 250mm wide brick drain in cement mortar

10.4 P/F Structure glazing

10.5 P/F precast cement concrete Jali 1

Front & Side 4 Sqm

11 Carriage of Materials

Qnty Cement (Tonnes) Bricks (Nos) Coarse sand (cum) Stone chips (cum) Local sand (cum)

1 Local sand filling

4 masoonary work in CM (1:6)

5 half masonary work in CM(1:4)

6 Brick flat soling

7 Vetrified Tiles flooring 0

8 Vetrified tiles in skirting 0

9 Vitrified flooring

10 vetrified tiles in skirting

12 cement concrete flooring

13 cement cincrete in skirting

14 Ceramic glazed tiles in dado

15 Ceramic glazed Wall tiles

17 15mm CP in 2 layer

19 Neat cement punning

20 Water proofing treatment in sunker

21 Water proofing treatment on terrace

22 Plinth protection

Tonnes Nos Cum Cum Cum

NAME OF THE WORK - CONSTRUCTION OF NEW G+1 COMBINED DIVISIONAL & SUB- DIVISIONAL OFFICE BUILDING WITH SUB- DIVISIONAL OFFICE AT GROUND FLOOR AND DIVISIONAL OFFICE AT FIRST FLOOR AT EXISTING DIVISIONAL CAMPUS UNDER P.H. DIVISION BHABUA IN DISTRICT OF KAIMUR FOR THE YEAR 2025-26

Item covered Under BCD-S.O.R. 2022, Govt. of Bihar

Sr.NO BCD SOR ITEM NO PARTICULARS QTY. UNIT RATE per unit AMOUNT

DISCRIPTION NO. L W H/D

1 E/Work exc. In foundation trench or drains including dressing of sides and ramming of bottoms do do all comp. job as E/I.

A, footing 22 cft.

2 2.28 Supplying and filling local sand in plinth including watering compacting do do all comp. job as per E/I.

A,footing 22 cft.

A, plinth 1 cft.

grade beam 2 cft.

3 Providing 100A brick flate soling joint filled with L/sand do do all comp. job as per E/I.

A. footing 22 sft.

A, plinth 1 sft.

LW, below G-beam 2 sft.

SW below G-beam 2 sft.

4 4.1.3 Providing and laying in position cement concrete (1 cement: 2coarse sand: 4 graged stone chips 20mm nominal size ) do all job.

5 5.2.3 Providing RCC of specified grade(M15) in beam,column,slab etc excluding cost for centring and shuttrung and reinforcement do do all comp. job as per E/I. 96

column below GL 22 cft.

G-beam (tie beam) 7 cft.

Column above GL 22 cft.

lintal beam 1 cft.

Top, beam 1 cft.

6 5.22.7B Pro. Rainforcement for RCC tmt 500 do do all comp. job as per E/I. 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

qty. vide item no- (05) cum Vide item no 3 = m3

@ kg wt @ 90 kg/m3 = kg

5.22.7a 8 mm bar kg 94.5

5.22.7C 12mm bar kg 90.8

5.22.7a 8 mm bar = kg

7 6.1.14A Brick work with brick of class designation 100A in foundation and plinth with cement mortar (1:6) do all comp. job @ RS 94.5 per kg

1 cft. 5.22.7B 10 mm bar = kg

sum= cft. 5.22.7C 12mm bar = kg

= cum. 4849.2 @ RS 90.8 per kg

8 Pro. Centring and shuttring including structing and proping do do all comp. job as per E/I.

column 22 x 16 sft.

Grade -beam 1 sft.

Grade -beam (tie) 7 sft.

lintal beam 1 2.49 sft.

Top, beam 1 2.49 sft.

9 13.11.2 Applying 12mm thick cement plaster with mix(1cement:4coarse sand) do do all comp. job as per E/I.

lintal beam 1 sft

Top, beam 1 sft

10 13.11.2+13.26 providing 12 mm thick cement plaster with a floating coat of neat cement punning do all job

11 10.16. 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 75x75 squre tube

10.16.1 Hot finished welded type tubes

a 75x75 squre tube

truss length 9 = rft

wt @ 14.41 kg/m = kg

b 50 x 50 mm squre tube

purlin 12 = rft

wt @ 5.95 kg/m = kg

(a+b) Total kg 123.9

12 12.1.5 providing corrugated G.S sheet roofing fixed with G.I.J or hooks bolts and nuts 8 mm dia with 0.63mm thick zinc coating not less than 275gm/sqm excluding the cost for purlin ,rafters and trusses do all job

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

2 x 96 x 3 = rft

1 x 36 x 3 = rft

1 x 24 x 3 = rft

13 13.79.1 finishing walls with water proofing cement paint of approved brand do all complete job

Qty vide item no-(09)= sqm

MATERIAL CONSUMPTION

Item Qty Cement (bag) C/sand(cum) S/chips(cum) Brick (nos) L/sand(cum) Steel(kg)

L/sand filling. - - - - -

14 Carrage cost of material do do all comp job

1 Cement mt. 277.2

2 C/sand cum 993.42

3 S/chips cum 2187.96

4 Brick tho 926.31

5 L/sand cum 277.2

7 Steel mt. 277.2

Total carriage cost (part b)

NAME OF THE WORK - CONSTRUCTION OF NEW G+1 COMBINED DIVISIONAL & SUB- DIVISIONAL OFFICE BUILDING WITH SUB- DIVISIONAL OFFICE AT GROUND FLOOR AND DIVISIONAL OFFICE AT FIRST FLOOR AT EXISTING DIVISIONAL CAMPUS UNDER P.H. DIVISION BHABUA IN DISTRICT OF KAIMUR FOR THE YEAR 2025-26

Office Building

Summary of Cost

Sl. No. Particulars Estimated Amount (Rs.)

0.0 WATER SUPPLY WORKS :

0.0 SANITARY INSTALLATION :

0.0 SEWARAGE & DRAINAGE :

0.0 Tube Well & Pump :

0.0 SEPTIC TANK :

Executive Engineer

P.H.division Bhabua.

Sub estimate - 02

PUBLIC HEALTH ENGINEERING Works For

NAME OF THE WORK - CONSTRUCTION OF NEW G+1 COMBINED DIVISIONAL & SUB- DIVISIONAL OFFICE BUILDING WITH SUB- DIVISIONAL OFFICE AT GROUND FLOOR AND DIVISIONAL OFFICE AT FIRST FLOOR AT EXISTING DIVISIONAL CAMPUS UNDER P.H. DIVISION BHABUA IN DISTRICT OF KAIMUR FOR THE YEAR 2025-26

Item covered Under BCD-S.O.R. 2022, Govt. of Bihar

WATER SUPPLY WORKS

Sl. No. SOR Code Description of Work Qnty. Unit Rate (Rs.) Amount (Rs.)

0.0 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including, cutting and making good the walls etc. (internal work)

Exposed on walls

1.1 18.10.1 15mm dia G.I pipe 48 Metre 227.7

1.2 18.10.2 20mm dia G.I pipe 39 Metre 289.5

1.3 18.10.3 25mm dia G.I pipe 36 Metre 399.9

1.4 18.10.4 32mm dia G.I pipe 26 Metre 457.8

0.0 Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall :

2.1 18.11.1 15mm dia nominal bore 42 Metre

2.2 18.11.2 20mm dia nominal bore 33 Metre 374

0.0 Providing and fixing brass stop cock of approved quality (screwed end).

3.1 18.16.1 15mm nominal bore 22 Each 303.8

3.2 18.16.2 20mm nominal bore 21 Each 328

0.0 18.17 Providing and fixing brass gate valve with C.I. wheel of approved quality (screwed end).

4.1 18.17.1 25mm nominal bore 23 Each 532.6

4.2 18.17.2 32mm nominal bore 25 Each 589.9

0.0 18.19 Providing and fixing gun metal non-return valve of approved quality (screwed end)

5.1 18.19.2.1 32mm nominal bore

Horizontal 17 Each 677.6

0.0 Providing and fixing P V C connection pipe with brass unions.

6.1 18.21.2.1 45 cm length

15 mm nominal bore 17 Each 85.2

0.0 Providing and fixing C.P. brass shower rose 15 or 20 mm inlet.

7.1 18.22.2 150 mm diameter 3 Each 190.1

0.0 Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work :

8.1 18.38.1 15 mm diameter pipe Metre 11.9

8.2 18.38.2 20 mm diamatre pipe Metre 13.9

8.3 18.38.3 25 mm diametre pipe Metre

8.4 18.38.4 32 mm diametre pipe Metre 21.6

0.0 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc.complete (new work)

9.1 18.46.1 15 mm nominal bore 24 Each

9.2 18.46.2 20 mm nominal bore 19 Each 185.6

9.3 18.46.3 25 mm nominal bore 22 Each

9.4 18.46.4 32 mm nominal bore 16 Each 306

0.0 18.49 Providing and fixing C.P. brass,bib cock of approved quality conforming to IS : 8931 12 Each 434.2

0.0 Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS stamdards and weighing notless than 810 gms.

11.1 18.50.1 15 mm nominal bore 6 Each 715.1

0.0 18.51 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS stamdards and weighing notless than 690 gms.

12.1 18.51.1 15 mm nominal bore 6 Each 708.4

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

13.1 18.52.1 15mm nominal bore 12 Each

0.0 Providing and fixing C.P brass angle valve for basin mixer and gyser points of approved quality conforming to IS: 8931

14.1 18.53.1 15mm nominal bore 18 Each 500.4

0.0 18.65 Providing and fixing PTMT Soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. 6 Each 96.8

0.0 18.76 Cutting holes up to 30 x 30 cm in walls including making good the same:

16.1 18.76.1 With common burnt clay F.P.S. (non modular) bricks 12 Each 198.5

0.0 18.77 Cutting holes up to 15 x 15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) including finishing complete so as to make it leak proof. 12 Each 217.1

0.0 18.79 Making holes up to 20 x 20 cm and embedding pipes upto 150 mm in diametre in masonary and filling with cement concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size ) including dispopsal of malba. 12 Each 115.7

Sub total (Water Supply works) : Rs.

Executive Engineer

P.H. Division Bhabua

SANITARY INSTALLATION

Sl. No. SOR Code Description of Work Qnty. Unit Rate (Rs.) Amount (Rs.)

0.0 Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings 14 Each 1500

0.0 Providing and fixing P.V.C waste pipe for sink or wash basin including P.V.C waste fittings complete.

21.1 17.28.2.2 Flexible pipe

40 mm dia 14 Each 104.4

0.0 17.31 Providing and fixing 600 x 450 mm bevelled 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 comelete. 10 Each 1068.5

0.0 17.33 Providing and fixing 600 x 120 x 5 mm glass shelf with edges rounded off supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc. complete 10 Each 713.3

0.0 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. .

24.1 17.73.2 600 mm long towel rail with total length of 645 mm, width 78 mm an effective height of 88 mm, weighthan 190 gms 10 Each 424

0.0 17.35 Providing and fixing soil, waste and vent pipes :

Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 36 Metre 1036.5

0.0 Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron / Cast iron (spun) pipe embedded in and including cement concrete blocks 10 x 10 x 10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone agregate 20 mm nominal size) including cost of cutting holes and making good the walls etc.

26.1 17.37.1 For 100 mm dia pipe 22 Each 178.5

0.0 Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick bolts and nutts complete

Sand cast iron S&S as per IS - 3989 24 Each 597.6

0.0 Providing and fixing plain bend of required degree

Sand cast iron S&S as per IS - 3989 24 Each 439.7

0.0 Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts & nuts complete.

Sand cast iron S&S as per IS - 3989 24 Each 731.4

0.0 17.56 Providing and fixing terminal guard

Sand cast iron S&S as per IS - 3989 24 Each 439.7

0.0 Providing lead caulked joints to sand cast iron/ centrifugally cast (spun) iron pipes and fittings of diameter

0.0 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 :

32.1 17.60.1.2 Sand Cast Iron S&S as per IS: 1729 12 Each 928.5

0.0 17.65 Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with two coats of synthetic enamel paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work :

33.1 17.65.1 100 mm diameter pipe 62 metre 46.1

0.0 12.78 Providing and fixing on wall face unplasticised PVC (working pressure 4 kg per sqcm) rain water pipes conforming to IS:4985 including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion.

34.1 12.78.2 110mm diameter 62 Metre 257.5

0.0 12.79 Providing and fixing on wall face unplasticised PVC moulded fittings / accessories for unplasticised-PVC rain water pipes conforming to IS:4985 including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion.

35.1 12.79.2.2 Single pushfit Coupler:

110mm 12 Each 374.5

35.2 12.79.3.2 Single tee with door

110x110x110mm 6 Each 193.4

110mm bend 12 Each 132

35.4 12.79.6.2 Shoe plain

110mm Shoe 8 Each 115.95

0.0 12.80 Providing and fixing unplasticised-PVC pipe clip of approved design to unplasticised PVC rain water pipe by means of 50x50x50mm hard wood plugs, screwed with M.S screws or required length including cutting brick work and fixing on cement mortar (1:4) 1 cement:4 coarse sand and making good the wall etc. complete.

0.0 12.81 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diametre and weighing not less than 440 grams. 12 Each 47.9

0.0 17.1 Providing and fixing water closet squatting pan (Indian type W.C pan) with 100mm sand cast iron P or S trap, 10 litre low level white P.V.C flushing cistern with manually controlled device (handle lever) conforming to IS: 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required.

38.1 17.1.1 White Vitreous china Orissa Pattern W.C pan of size 580x440mm with integral type foot rests. 2 Each

0.0 17.2 Providing and fixing white vitreous china pedastal type water closet (European type W.C pan) with seat and lid, 10 litre low level white P.V.C flushing cistern with manually controlled device (handle lever) conforming to IS: 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required.

39.1 17.2.1 W.C pan with ISI marked white solid plastic seat and lid. 6 Each 4230

0.0 17.10 Providing and fixing Salem Stainless Steel A ISI 304 (18/8) kitchen sink as per I.S 13983 with C.I brackets and stainless steel plug 40mm including painting of fittings and brackets, cutting and making good the walls wherever required.

40.1 17.10.1.1 Kitchen sink with drain board

510x1040 mm bowl depth 250 mm 1 Each 5231.5

0.0 17.71 Providing and fixing PTMT liquid soap container 109 mm wide, 125mm high and 112mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality colour and make, weighing not less than 105gms. 10 Each

0.0 17.5. Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern,with fittings, standard size C.P. brass lush pipe,spreaders with unionsand clamps (all in C.P. brass) with waste fitting as per IS :2556, C.I.trap with outlet grating and other couplings in C.P. brass, includingpainting of fittings and cutting and making good the walls and floors wherever required :

17.5.1 Single half stall urinal with 5 litre P.V.C. automatic flushing cistern 4 Each 6469

0.0 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 2000 P/L

0.0 17.72 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200mm wide with a minimum distances of 37mm fromwall face with concealed fittings arrangement of approved quality, colour and make weighing not less than 90 gms. 10 Each 204.7

Sub total ( SANITARY INSTALLATION) : Rs.

SEWARAGE & DRAINAGE

0.0 19.1 Providing, laying and jointing glazed stoneware pipes grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete.

43.1 19.1.2 150 mm diameter 49 Metre 464.3

0.0 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) alround S.W. pipes inlcuding bed concrete as per standard design.

44.1 19.2.2 150mm diameter S.W. pipe 45 Metre 494.4

0.0 19.4 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design :

45.1 19.4.3.1 180x150 mm size P type

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 5 Each 1994.1

0.0 19.30.1 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mmthick with cement mortar 1:3 (1 cement : 3 coarse sand), finishedsmooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design

19.30.1.1 Inside dimensions 455x610 mm and 45 cm deep for single pipe line :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 3 Each 4266.8

Sub total (SEWARAGE & DRAINAGE) : Rs.

Executive Engineer

P.H. Division Bhabua

Tube Well & Pump

BASED ON BIHAR SOR' 22 / MR

Sl. No. Item Code Description Unit Qty. Rate (Rs) Amount (Rs.)

0.0 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 Metre depth below ground level.

24.1.1 All types of soil.

24.1.1.1 300 mm dia. Metre 90

0.0 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 Metre & upto 150 Metre depth below ground level.

24.2.1 All types of soil.

24.2.1.1 300 mm dia. Metre 30

0.0 Gravel packing in tubewell construction in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. Cum 1343.2

0.0 Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/ plain ended casing pipes of required dia,conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge.

24.10.1 150 mm nominal size dia having minimum wall thickness 5.00 mm Metre 90

0.0 Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed /plain bevel ended pipe (type A) of required dia, conforming to IS:8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge.

24.11.1 100 mm nominal size dia. Metre 30

0.0 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. Hour 24

0.0 N.S. Supply,Installation, testing & Commissioning of suitable capacity and type of submersible pump set capable to discharge 20,000 ltrs. of clean filtered water from a 250 mm x 150 mm deep tubewell at a total head of 30 meter, complete with control panel,24 Metres of suitable size G.I. column pipe, bend, gate valve nipple supporting clamp, 30 Metres of neoprene cable etc. complete as required. Set 1

Sub total '' ( Tube Well) : Rs.

Executive Engineer

P.H. Division Bhabua

Diffrences cost of materials

Supplying materials, labour for constructing Septic Tanks of following sizes & as per sections given in the Drawings & Designs, all complete as per specifications and direction of Engineer-in-charge.

ST-2 [4.0 mtr (long) x 1.2 mtr (wide) x 2.25 mtr (deep) {of inside finished size as per design & drawings}]

Statement of Analysis per Unit

ST-2 [4.0 mtr (long) x 1.2 mtr (wide) x 2.25 mtr (deep) {of inside finished size as per design & drawings}]

Statement of Analysis per Unit

Sl. No. Item Code Description Unit Qty. Rate (Rs) Amount (Rs.)

1 Earth work in excavation over areas (exceeding 30 cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m ; disposed earth to be levelled and neatly dressed.

2.6.1 All kinds of soil cum 10.8 0.99_);\(0.99\)

2 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 lead. cum 123.9

3 Extra for every additional lift of 1.5 m or part thereof in :

2.27.1 Ali kinds of soil. cum 49.4

4 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. Cum 287.3

5 4.1 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.

4.1.3 1:2:4 ( 1 Cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) Cum 3998.1

6 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes royalty all complete as per specification and direction of E/I. Per M2 283.3

7 6.1A Brick work with bricks of class designation 100A in foundations and plinth in :

6.1.14A Cement mortar 1:6 ( 1 cement: 6 coarse sand) Cum

8 6.18A Half brick masonry with bricks of class designation 100A in foundations and plinth in :

6.18.4A Cement mortar 1:4 ( 1 cement: 4 coarse sand) Sqm 3.36

9 15 mm cement plaster 1:3 (1 cement: 3 coarse sand ) finished with a floating coat of neat cement on the rough side of single or half brick wall. Sqm 229.3

10 Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. upt floor five level excluding cost of centring, shuttering, finishin and reinforcement.

5.2.3 1:2:4 ( 1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) Cum 1.26

11 Reinforced cement conrete work in beams,suspended floors, roofs having slope upto 15, landings,balconiec, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excludingthe cost of centring, shuttering, finishing and reinforement with 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size). Cum 1.9

12 Centring and shuttering including strutting,propping etc. and removal of form for.

5.9.1 Foundations, footings, bases of columns etc. for mass concrete. Sqm 211.6

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. Sqm 1.75

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 494.7

5.9.3 Suspended floors, roofs, landings, balconies and access platform. Sqm 437.5

13 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

5.22.1E Mild steel 8 mm dia Kilogram 75

5.22.1F Mild steel 10 mm dia Kilogram 15

14 Supplying and fixing C.I. cover without frame for manholes

19.18.2 500 mm diameter C.I cover (medium duty) the weiht of he cover to be not less than 58 kg. Each 2

15 19.15 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design

19.15.1 With 20x20mm square bar Each 4

Total Cost Per Unit TOTAL (A)

Carriage of Materials

Bricks (lead -1 km kutcha + 7 km pucca) ‰ No. 4077

Coarse Sand cum 4.26

Stone Chips cum 3.05

Local sand (1 km kutcha + 2 km pucca) cum 2.75

Executive Engineer

P.H. Division Bhabua

Sub Estimate - 3

INTERNAL ELECTRIFICATION

NAME OF THE WORK - CONSTRUCTION OF NEW G+1 COMBINED DIVISIONAL & SUB- DIVISIONAL OFFICE BUILDING WITH SUB- DIVISIONAL OFFICE AT GROUND FLOOR AND DIVISIONAL OFFICE AT FIRST FLOOR AT EXISTING DIVISIONAL CAMPUS UNDER P.H. DIVISION BHABUA IN DISTRICT OF KAIMUR FOR THE YEAR 2025-26

Items Covered Under BCD-Electrical SOR-2018

Sl. No. SOR Code. Description of Work Unit Qty. Rate (Rs.) Amount (Rs.)

Electrical Works

1 Wiring for light point/ fan point/ exhaust fan point / call bell point with 1.5 Sq.mm FR PVC insulated copper conductor cable in recessed PVC conduit with modular type switch , modular plate, suitable size GI box etc as required.

1.3.3 Group C Point 64

2 Supplying and fixing suitable size GI box with modular plate and cover in recess including providing and fixing modular type 3 pin 5/6 amps socket outlet & 6A switch connection etc. as required. Each 29

3 Supplying and fixing of suitable size GI box with modular plate and cover in recess including providing and fixing modular 6 pin 15/16 amp socket outlet &15/16 amp modular switch including connection,painting etc as required Each 21

4 Wiring for light/ power plug plug with 2 X 4 sq. mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit along with 1 Nos 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required meter 68

5 Supplying and fixing 2 pin, 6 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. Each 36

6 Supplying and fixing Batten/angale holder on the exisiting jucction box/pvc box including connection etc. as required. Each 34

7 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.

1.7.1 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire Meter 64

1.7.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire Meter 59

1.7.3 2 X 4 sq. mm + 1 X 4 sq. mm earth wire Meter 49

1.7.11 4 X 6 sq. mm + 1 X 6 sq. mm earth wire Meter 43

8 1.15 Supplying and drawing following sizes of FR PVC insulated copper conductor, single core cable in the existing surface/ recessed PVC conduit as required

1.15.1 1 X 1.5 sq. mm Meter 72

9 Supplying and fixing electronic musical call suitable for single phase, 230 volts complete bell as required. Each 3

10 Supplying and fixing modular type 25 amps A.C. unit box with ON/OFF MCB on surface or in recess complete with connections, testing and commissioning etc as required. Each 10

11 AR Supplying and fixing Suitable G.I box with modular plate & cover in front of surface or in recess including providing and fixing 4 nos. 3 pin 5/6 amps modular socket outlet & 4 nos 5/6 amps modular switch, connnection etc as required.( Use for computer point) Each 21

12 Supplying and fixing following way, horizontal type,three pole & neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess, complete with tinned copper bus - bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator

2.9.4 4 way ( 4 + 12 ), double door, horizontal type Each 4

13 Supplying and fixing following rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.

2.12.1 6 Amp. To 32 Amp. SP MCB Group-B 240 Volt Each 42

2.12.7 50/63 Amps, Tripole pole and neutral Each 12

14 5.9.3 Supplying and fixing single wall mounted 18/22 watt LED type batten fitting complete with electronic driver and LED tube etc directly on wall/ ceiling including connections with 1.5 sq.mm FR PVC insulated copper conductor and earthing the body etc. as required. Each 24

15 6.1.34 Supplying and fixing of following types lamp in the existing electrical fitting/ fixtures etc. as required. 15 watt LED lamp Each 24

16 5.11.7 Supplying and fixing Surface mounted 15/18 watt LED downlighter complete with integrated electronic driver & LED directly on ceiling including connection with 1.5 sq.mm FR PVC insulated copper conductor cable and earthing the body etc. as required. Each 20

17 Supplying and fixing 4' X 40 watt suspended type LED luminaire provides soft-light and glare free symmetrical illumination complete with all accessories etc. including ball and socket arrangement, 2 no. down rods of 20mm dia X 1.6 Each 12

18 5.12.6 Supplying and fixing 90 watt LED type street light with die cast aluminium housing for ingress protection of IP65 and complete with all accessories etc, on pole/building including connection with FR PVC insulated copper conductor cable and earthing the body etc. as required. Each 8

19 Supplying and fixing of 32 mm dia X 2.00 metres long G.I. pipe (medium class) bracket for mounting of fluorescent / HPMV/ HPSV/ CFL street light fitting on pole including bending the pipe to the required shape, 2 nos 40 mm X 3 mm flat iron clamps with nuts, bolts and washer, painting the flat iron with primer and finish paint etc. as required. Each 8

20 8.11.2 Supply and installation of regular/standard model A.C. ceiling fan of 1200 mm sweep including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. Each 24

21 Supplying and fixing stepped type electronic fan regulator on the existing modular plate/ switch box including connections but excluding modular plate etc.as required. Each 24

22 8.11.4 Supply and installation of 300 mm, 230 v A.C. exhaust fan in the existing opening including making good the damage, connection testing, commissioning etc as required. Each 6

23 8.10.2 Supplying and fixing wall/floor mounted cubical panel board, fabricated with 16 gauge iron sheet, suitable for panel mounted switch disconnector, including bus-bar chamber, insulator and painting etc. as required. (but without busbar copper strip) sqft 24

24 Providing and fixing following rating and breaking capacity MCCB in existing cubicle panel board including drilling holes in cubicle panel, making connections etc. as required.

2.4.4 160 Amp, 35 KA Each 3

2.4.7 500 Amp, 35 KA Each 1

25 Providing and fixing following capacity four pole ONload/ panel mounted changeover switches inside the existing cubical panel board including drilling holes in cubicle panel, making connections etc. as required.

2.7.6 200 Amp, four pole Each 1

26 Supplying and fixing following rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.

2.12.7 50/63 Amps, Tripole pole and neutral Each 12

27 AR Supplying and fixing Copper strips 50x5mm sizefor busbar including inter connection etc as required per kg 18

28 8.10.4 Supply and fixing digital voltmeter, three phase in the existing cubical panel board including drilling holes in the panel board, making connection etc as required. each 2

29 8.10.6 Supply and fixing digital Ammeter, three phase with C.T. coil in the existing cubical panel board including drilling holes in the panel board, making connection etc as required. each 2

30 AR Supplying and fixing Pilot lamp for indication. each 6

31 AR Supplying and drawing of following size of ISI marks FR PVC insulates singke core copper conductor cable for inter connection of main switch/ busbar main switch etc as required.

4 X 16.0 sq. mm mtr. 12

32 AR Supplying of following size& core PVC XLPF insulated Sheathered unmounted electrical cable with aluminium conductor for working voltage upto 1.1 kv as required

185 sq. mm 3.5 core mtr. 40

33 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required

7.1.3 Above 95 sq. mm and upto 185 sq. mm mtr. 36

34 Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe 2.7 metre long etc. with charcoal/ coke and salt as required. Set 1

35 Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing etc. as required. mrt 40

36 SITC of OPR Early steamer emission (ESE) lighting protection along with Accessaries . Make ABB/ Hakel/ LPL etc all complete as required each 1

37 SITC of mounting mast to hold early steamer emission OPR 45 of rubust design with guy wire & base plate along with Accessaries . Make ABB/ Hakel/ LPL etc all complete as required each 1

38 Supply of OPP flash light counter working electromechanically without any power supply Make ABB/ Hakel/ LPL etc all complete as required each 1

39 Supply & instalation of 25 x 3 mm copper down conductor with all Accessory Make ABB/ Hakel/ LPL etc all complete as required mtr 36

40 SITC test clamp manufactured from high quality alloy of copper for excellent corrosion resistance Make ABB/ Hakel/ LPL etc all complete as required mtr 1

41 providing chemical /miniral maintenance free earthing system with copper coted earth electrode 3m length etc all complete as required per set 1

44 Providing and fixing following capacity double pole/ TP&N sheet metal switch disconnector fuse unit in the existing metal panel board with rewireable type fuses including drilling holes in metal panel, making connections etc. as required. each 2

2.1.5 63 Amp, TP&N

45 AR Supplying of following size& core PVC XLPF insulated Sheathered unmounted electrical cable with aluminium conductor for working voltage upto 1.1 kv as required

25 sq. mm 3.5 core mtr. 33

46 Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing etc. as required. mrt 25

Executive Engineer

P.H. Division Bhabua

PUBLIC HEALTH ENGINEERING Works For

PROPOSED CONSTRUCTION OF COMBINED OFFICE FOR AE & EE AT PUBLIC HEALTH DIVISION Bhabua

Item covered Under BCD-S.O.R. 2022, Govt. of Bihar

Sl. No. SOR Code Description of Work building Unit Qnty. Rate (Rs.) Amount (Rs.)

WATER SUPPLY WORKS

0.0 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including, cutting and making good the walls etc. (internal work)

Exposed on walls

1.1 18.10.1 15mm dia G.I pipe 48 Metre 227.7

1.2 18.10.2 20mm dia G.I pipe 39 Metre 289.5

1.3 18.10.3 25mm dia G.I pipe 36 Metre 399.9

1.4 18.10.4 32mm dia G.I pipe 26 Metre 457.8

0.0 Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall :

2.1 18.11.1 15mm dia nominal bore 42 Metre

2.2 18.11.2 20mm dia nominal bore 33 Metre 374

0.0 Providing and fixing brass stop cock of approved quality (screwed end).

3.1 18.16.1 15mm nominal bore 22 Each 303.8

3.2 18.16.2 20mm nominal bore 21 Each 328

0.0 18.17 Providing and fixing brass gate valve with C.I. wheel of approved quality (screwed end).

4.1 18.17.1 25mm nominal bore 23 Each 532.6

4.2 18.17.2 32mm nominal bore 25 Each 589.9

0.0 18.19 Providing and fixing gun metal non-return valve of approved quality (screwed end)

5.1 18.19.2.1 32mm nominal bore

Horizontal 17 Each 677.6

0.0 Providing and fixing P V C connection pipe with brass unions.

6.1 18.21.2.1 45 cm length

15 mm nominal bore 17 Each 85.2

0.0 Providing and fixing C.P. brass shower rose 15 or 20 mm inlet.

7.1 18.22.2 150 mm diameter 3 Each 190.1

0.0 Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work :

8.1 18.38.1 15 mm diameter pipe Metre 11.9

8.2 18.38.2 20 mm diamatre pipe Metre 13.9

8.3 18.38.3 25 mm diametre pipe Metre

8.4 18.38.4 32 mm diametre pipe Metre 21.6

0.0 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc.complete (new work)

9.1 18.46.1 15 mm nominal bore 24 Each

9.2 18.46.2 20 mm nominal bore 19 Each 185.6

9.3 18.46.3 25 mm nominal bore 22 Each

9.4 18.46.4 32 mm nominal bore 16 Each 306

0.0 18.49 Providing and fixing C.P. brass,bib cock of approved quality conforming to IS : 8931 12 Each 434.2

0.0 Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS stamdards and weighing notless than 810 gms.

11.1 18.50.1 15 mm nominal bore 6 Each 715.1

0.0 18.51 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS stamdards and weighing notless than 690 gms.

12.1 18.51.1 15 mm nominal bore 6 Each 708.4

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

13.1 18.52.1 15mm nominal bore 12 Each

0.0 Providing and fixing C.P brass angle valve for basin mixer and gyser points of approved quality conforming to IS: 8931

14.1 18.53.1 15mm nominal bore 18 Each 500.4

0.0 18.65 Providing and fixing PTMT Soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. 6 Each 96.8

0.0 18.76 Cutting holes up to 30 x 30 cm in walls including making good the same:

16.1 18.76.1 With common burnt clay F.P.S. (non modular) bricks 12 Each 198.5

0.0 18.77 Cutting holes up to 15 x 15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) including finishing complete so as to make it leak proof. 12 Each 217.1

0.0 18.79 Making holes up to 20 x 20 cm and embedding pipes upto 150 mm in diametre in masonary and filling with cement concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size ) including dispopsal of malba. 12 Each 115.7

Sub total (Water Supply works) : Rs.

SANITARY INSTALLATION

0.0 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require :

19.1 17.7.2 White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap 4 Each 14

0.0 Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings 2 Each 14

0.0 Providing and fixing P.V.C waste pipe for sink or wash basin including P.V.C waste fittings complete.

21.1 17.28.2.2 Flexible pipe

40 mm dia 6 Each 14

0.0 17.31 Providing and fixing 600 x 450 mm bevelled 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 comelete. 5 Each 10

0.0 17.33 Providing and fixing 600 x 120 x 5 mm glass shelf with edges rounded off supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc. complete 5 Each 10

0.0 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. .

24.1 17.73.2 600 mm long towel rail with total length of 645 mm, width 78 mm an effective height of 88 mm, weighthan 190 gms 6 Each 10

0.0 17.35 Providing and fixing soil, waste and vent pipes :

Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 24 Metre 36

0.0 Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron / Cast iron (spun) pipe embedded in and including cement concrete blocks 10 x 10 x 10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone agregate 20 mm nominal size) including cost of cutting holes and making good the walls etc.

26.1 17.37.1 For 100 mm dia pipe 22 Each 178.5

0.0 Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick bolts and nutts complete

Sand cast iron S&S as per IS - 3989 24 Each 597.6

0.0 Providing and fixing plain bend of required degree

Sand cast iron S&S as per IS - 3989 19 Each 24

0.0 Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts & nuts complete.

Sand cast iron S&S as per IS - 3989 21 Each 24

0.0 17.56 Providing and fixing terminal guard

Sand cast iron S&S as per IS - 3989 24 Each 439.7

0.0 Providing lead caulked joints to sand cast iron/ centrifugally cast (spun) iron pipes and fittings of diameter

0.0 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 :

32.1 17.60.1.2 Sand Cast Iron S&S as per IS: 1729 12 Each 928.5

0.0 17.65 Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with two coats of synthetic enamel paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work :

33.1 17.65.1 100 mm diameter pipe 62 metre 46.1

0.0 12.78 Providing and fixing on wall face unplasticised PVC (working pressure 4 kg per sqcm) rain water pipes conforming to IS:4985 including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion.

34.1 12.78.2 110mm diameter 62 Metre 257.5

0.0 12.79 Providing and fixing on wall face unplasticised PVC moulded fittings / accessories for unplasticised-PVC rain water pipes conforming to IS:4985 including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion.

35.1 12.79.2.2 Single pushfit Coupler:

110mm 12 Each 374.5

35.2 12.79.3.2 Single tee with door

110x110x110mm 6 Each 193.4

110mm bend 12 Each 132

35.4 12.79.6.2 Shoe plain

110mm Shoe 8 Each 115.95

0.0 12.80 Providing and fixing unplasticised-PVC pipe clip of approved design to unplasticised PVC rain water pipe by means of 50x50x50mm hard wood plugs, screwed with M.S screws or required length including cutting brick work and fixing on cement mortar (1:4) 1 cement:4 coarse sand and making good the wall etc. complete.

0.0 12.81 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diametre and weighing not less than 440 grams. 12 Each 47.9

0.0 17.1 Providing and fixing water closet squatting pan (Indian type W.C pan) with 100mm sand cast iron P or S trap, 10 litre low level white P.V.C flushing cistern with manually controlled device (handle lever) conforming to IS: 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required.

38.1 17.1.1 White Vitreous china Orissa Pattern W.C pan of size 580x440mm with integral type foot rests. 2 Each 2

0.0 17.2 Providing and fixing white vitreous china pedastal type water closet (European type W.C pan) with seat and lid, 10 litre low level white P.V.C flushing cistern with manually controlled device (handle lever) conforming to IS: 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required.

39.1 17.2.1 W.C pan with ISI marked white solid plastic seat and lid. 4 Each 6

0.0 17.10 Providing and fixing Salem Stainless Steel A ISI 304 (18/8) kitchen sink as per I.S 13983 with C.I brackets and stainless steel plug 40mm including painting of fittings and brackets, cutting and making good the walls wherever required.

40.1 17.10.1.1 Kitchen sink with drain board

510x1040 mm bowl depth 250 mm 1 Each 5231.5

0.0 17.71 Providing and fixing PTMT liquid soap container 109 mm wide, 125mm high and 112mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality colour and make, weighing not less than 105gms. 6 Each 10

0.0 17.5. Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern,with fittings, standard size C.P. brass lush pipe,spreaders with unionsand clamps (all in C.P. brass) with waste fitting as per IS :2556, C.I.trap with outlet grating and other couplings in C.P. brass, includingpainting of fittings and cutting and making good the walls and floors wherever required :

17.5.1 Single half stall urinal with 5 litre P.V.C. automatic flushing cistern 2 Each 4

0.0 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 2000 P/L

0.0 17.72 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200mm wide with a minimum distances of 37mm fromwall face with concealed fittings arrangement of approved quality, colour and make weighing not less than 90 gms. 4 Each 10

Sub total ( SANITARY INSTALLATION) : Rs.

SEWARAGE & DRAINAGE

0.0 19.1 Providing, laying and jointing glazed stoneware pipes grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete.

43.1 19.1.2 150 mm diameter 49 Metre 464.3

0.0 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) alround S.W. pipes inlcuding bed concrete as per standard design.

44.1 19.2.2 150mm diameter S.W. pipe 45 Metre 494.4

0.0 19.4 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design :

45.1 19.4.3.1 180x150 mm size P type

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 5 Each 1994.1

0.0 19.30.1 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mmthick with cement mortar 1:3 (1 cement : 3 coarse sand), finishedsmooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design

19.30.1.1 Inside dimensions 455x610 mm and 45 cm deep for single pipe line :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 3 Each 4266.8

Sub total (SEWARAGE & DRAINAGE) : Rs.

Tube Well & Pump

Estimate of cost

BASED ON BIHAR SOR' 22 / MR

Sl. No. Item Code Description Unit Qty. Rate (Rs) Amount (Rs.)

0.0 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 Metre depth below ground level.

24.1.1 All types of soil.

24.1.1.1 300 mm dia. Metre 90

0.0 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 Metre & upto 150 Metre depth below ground level.

24.2.1 All types of soil.

24.2.1.1 300 mm dia. Metre 30

0.0 Gravel packing in tubewell construction in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. Cum 1343.2

0.0 Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/ plain ended casing pipes of required dia,conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge.

24.10.1 150 mm nominal size dia having minimum wall thickness 5.00 mm Metre 90

0.0 Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed /plain bevel ended pipe (type A) of required dia, conforming to IS:8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge.

24.11.1 100 mm nominal size dia. Metre 30

0.0 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. Hour 24

0.0 N.S. Supply,Installation, testing & Commissioning of suitable capacity and type of submersible pump set capable to discharge 20,000 ltrs. of clean filtered water from a 250 mm x 150 mm deep tubewell at a total head of 30 meter, complete with control panel,24 Metres of suitable size G.I. column pipe, bend, gate valve nipple supporting clamp, 30 Metres of neoprene cable etc. complete as required. Set 1

Sub total '' ( Tube Well) : Rs.

Diffrences cost of materials

Bricks 100A ‰ No. 5150

Cement Tone 3.42

Rate Analysis Based on Bihar SOR,2022

Supplying materials, labour for constructing Septic Tanks of following sizes & as per sections given in the Drawings & Designs, all complete as per specifications and direction of Engineer-in-charge.

ST-2 [4.0 mtr (long) x 1.2 mtr (wide) x 2.25 mtr (deep) {of inside finished size as per design & drawings}]

Statement of Analysis per Unit

Sl. No. Item Code Description Unit Qty. Rate (Rs) Amount (Rs.)

1 Earth work in excavation over areas (exceeding 30 cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m ; disposed earth to be levelled and neatly dressed.

2.6.1 All kinds of soil cum 10.8 0.99_);\(0.99\)

2 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 lead. cum 123.9

3 Extra for every additional lift of 1.5 m or part thereof in :

2.27.1 Ali kinds of soil. cum 49.4

4 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. Cum 287.3

5 4.1 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.

4.1.3 1:2:4 ( 1 Cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) Cum 3998.1

6 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes royalty all complete as per specification and direction of E/I. Per M2 283.3

7 6.1A Brick work with bricks of class designation 100A in foundations and plinth in :

6.1.14A Cement mortar 1:6 ( 1 cement: 6 coarse sand) Cum

8 6.18A Half brick masonry with bricks of class designation 100A in foundations and plinth in :

6.18.4A Cement mortar 1:4 ( 1 cement: 4 coarse sand) Sqm 3.36

9 15 mm cement plaster 1:3 (1 cement: 3 coarse sand ) finished with a floating coat of neat cement on the rough side of single or half brick wall. Sqm 229.3

10 Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. upt floor five level excluding cost of centring, shuttering, finishin and reinforcement.

5.2.3 1:2:4 ( 1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) Cum 1.26

11 Reinforced cement conrete work in beams,suspended floors, roofs having slope upto 15, landings,balconiec, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excludingthe cost of centring, shuttering, finishing and reinforement with 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size). Cum 1.9

12 Centring and shuttering including strutting,propping etc. and removal of form for.

5.9.1 Foundations, footings, bases of columns etc. for mass concrete. Sqm 211.6

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. Sqm 1.75

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 494.7

5.9.3 Suspended floors, roofs, landings, balconies and access platform. Sqm 437.5

13 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

5.22.1E Mild steel 8 mm dia Kilogram 75

5.22.1F Mild steel 10 mm dia Kilogram 15

14 Supplying and fixing C.I. cover without frame for manholes

19.18.2 500 mm diameter C.I cover (medium duty) the weiht of he cover to be not less than 58 kg. Each 2

15 19.15 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design

19.15.1 With 20x20mm square bar Each 4

Total Cost Per Unit TOTAL (A)

Carriage of Materials

Bricks (lead -1 km kutcha + 7 km pucca) ‰ No. 4077

Coarse Sand cum 4.26

Stone Chips cum 3.05

Local sand (1 km kutcha + 2 km pucca) cum 2.75

NAME OF THE WORK - CONSTRUCTION OF NEW G+1 COMBINED DIVISIONAL & SUB- DIVISIONAL OFFICE BUILDING WITH SUB- DIVISIONAL OFFICE AT GROUND FLOOR AND DIVISIONAL OFFICE AT FIRST FLOOR AT EXISTING DIVISIONAL CAMPUS UNDER P.H. DIVISION BHABUA IN DISTRICT OF KAIMUR FOR THE YEAR 2025-26

Item covered Under BCD-S.O.R. 2022, Govt. of Bihar

DEVELOPMENT OF SITE

S.N. Code No. Particulars Quantity Unit Rate Amount

(A)Campus Filling

1- 2.28 Supplying and filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. in Construction area of the office building

1.1/ 2.32 Clearing jungle including uprooting of rank vegetation ,grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.

Sub Total of (A)

(B) Approach Road

Length of Approach Road 0.0 M

Width of Approach Road 0.0 M

2- 11.72 Providing designation of 100A Brick flat Soling joints filled with local sand including cost of watering, taxes & royalty all complete as per specification & direction of E/I.

No Length Width Height (av.) Sub Qty.

2.1- 4.1.4 Providing and laying in position cement concrete of spcified grade excluding the cost of centring and shuttering all work upto plinth

1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 40mm nominal size)

No Length Width Height (av.) Sub Qty.

2.2/ 4.3.1 Shuttering

Sub Total of (B)

( C ) Raising of Compound Wall

Taking length of compound wall 250 M

Taking height of compound wall 1.5 M

3- 5.1 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-All work puto plinth level

1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size)

No Length Width Height (av.) Sub Qty.

3.1- 5.29.7A Reinforcement for RCC work including stragihtening, cutting, bending & placing in position and binding all complete.

8mm dia Tor. Rod Kgs. P/Kg. 94.5

12mm dia Tor. Rod Kgs. P/Kg. 94.5

3.2- 6.1.14A + 6.3A Brick work with bricks of class designation 100A in foundation and plinth in :

Cement mortar 1:6 (1 Cement : 6 Sand)

Extra for brick work in superstructure above plinth upto V floor

No Length Width Height (av.) Sub Qty.

3.3- 13.11.4 Cement plaster in coarse sand

1:6 (1cement : 6 Coarse Sand

No Length Width Height (av.) Sub Qty.

3.4- 13.79.1 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade

New work ( three or more coats) M2 M2 81.2

Sub Total Of ( C )

Sub Total Of ( D )

Carriage of the following materials from quarry to work site including loading, unloading and staking at work site as per specification & direction of E/I. L/sand BFS pcc rcc B/W Plaster

Bricks Nos. %0 nos. 926.31 0 0 0

Coarse Sand M3 P/M3 993.42 0

Stone Chips M3 P/M3 2187.96 0 0

Local sand M3 P/M3 277.2 0

Executive Engineer P. H. Division, Bhabua

NAME OF THE WORK - CONSTRUCTION OF NEW G+1 COMBINED DIVISIONAL & SUB- DIVISIONAL OFFICE BUILDING WITH SUB- DIVISIONAL OFFICE AT GROUND FLOOR AND DIVISIONAL OFFICE AT FIRST FLOOR AT EXISTING DIVISIONAL CAMPUS UNDER P.H. DIVISION BHABUA IN DISTRICT OF KAIMUR FOR THE YEAR 2025-26

" FURNITURE & FURNISHING "

S.N. Code No. Particulars Quantity Unit Rate Amount

1 Supplying and placing GODREJ INTERIO Grandeur main table of size 1800x900x730 with ERU. Under structure of main table should have gable end modesty panel. Modesty panel should be made of prelaminated MDF board. Thickness of table top should be 40mm thick and thickness of gable end should be 18mm. It should have keyboard tray with telescopic channel. and two set of movable drawer units with locking system with 3 sets of keys foe each drawer unit. (EE and AE Chamber)

0.0 nos each 112520

0.0 nos each 36511

4 Supplying and placing GODREJ INTERIO Revolving Chair with Active biosynchro mechanism. (EE and AE Chamber)

0.0 nos each 38132

0.0 nos each 1757

0.0 nos each 24497

0.0 nos each 1600

Executive Engineer P. H. Division, Bhabua.

NAME OF THE WORK - CONSTRUCTION OF NEW G+1 COMBINED DIVISIONAL & SUB- DIVISIONAL OFFICE BUILDING WITH SUB- DIVISIONAL OFFICE AT GROUND FLOOR AND DIVISIONAL OFFICE AT FIRST FLOOR AT EXISTING DIVISIONAL CAMPUS UNDER P.H. DIVISION BHABUA IN DISTRICT OF KAIMUR FOR THE YEAR 2025-26

Item covered Under BCD-S.O.R. 2022, Govt. of Bihar

Executive Engineer

PUBLIC HEALTH CIRCLE SASARAM

PUBLIC HEALTH SUB - DIVISION BHABUA , MOHANIYA AND RAMGARH

Carriage for Stone Chips, Coarse Sand & Local Sand As Per SOR 2022

Rs. X.00/- x 8 T (Capacity of Truck in T) + 195.1 (Loading & Un-loading)

5 M3(Capacity of Truck in cum)

8 x A in Km. + Rs. 168/-

Example (a) Carriage of Coarse sand for 44 km. with 1% labour cess (44 x 8/5 x Rs.11.20) + 195.10 = Per/ M3

(b) Carriage of Stone Chips for 110 km. with 1% labour cess (110 x 8/5 x Rs.11.20) + 195.10 = Per/ M3

(c) Carriage of Local sand for 1 km kaccha & 2 Km Pucca with 1% labour cess (1 km. x 8/5x Rs. 27.20 + 2km x8/5x Rs.11.20) + 195.10 = Per/ M3

Carriage for Bricks As Per SOR 2022

HAULAGE 1 km. x Rs. 27.20/- x 8 T x 1000 + 7 km. x Rs. 11.20/- x 8 T x 1000

(For 1 Km Kachha Road) (For 7 Km Pucca Road)

(Loading & Un-loading) . 235.00/ =

Executive Engineer

Estimate of cost

Fire Fighting Works

Item covered under SOR-2022 effective from 01.1.2022 / M.R

Sl. No. Description Unit Qty. Rate (Rs.) Amount (Rs.)

Piping & Valves

1.0/ 7.0 BCD-SOR Providing, laying, testing & commissioning of 'C' class heavy duty MS pipe conforming to IS 3589/IS:1239 including Welding, fittings like elbows, tees, flanges,tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required :

7.7 100 mm dia Mtr 19

7.6 80 mm dia Mtr 12

2.0/ 14 BCD-SOR Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubbergasket, GI bolts, nuts, washers etc.as required :

14.5 100 mm dia Rm 2

3.0/ 11 BCD-SOR Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required :

11.5 100 mm dia Nos. 1

11.4 80 mm dia Nos. 1

II Internal Hydrant System

4.0/ 10 BCD-SOR Supplying and fixing Single headed external yard hydrant valve with 1 No. 63 mm dia instantaneous FM Gunmetal/Stainless Steel coupling and cast iron wheel, ISI marked, conforming to IS 5290 (type A) with blank Gunmetal/Stainless Steel cap and chain as required :

10.1 Single headed Gunmetal Each 1

5.0/ 17 BCD-SOR Supplying and fixing first-aid Hose Reel with MS construction spray painted in post office red, conforming to IS 884 complete with the following as required. 20 mm nominal internal dia water hose thermoplastic (Textile reinforced) type -2 as per IS: 12585 20 mm nominal internal dia gun metal globe valve & nozzle. Drum and brackets for fixing the equipmets on wall. Connections from riser with 25 mm dia stop gun metal valve & M.S. Pipe and socket.

17.2 40 m Each 1

III Fire Pumps & Accessories

14/ 4 BCD-SOR Supplying, installation, testing and commissioning of electric driven terrace pump suitable for automatic operation and consisting of following, complete in all respects, as required: (Terrace Pump) (a) Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical confirming to IS : 1520 (b) Suitable HP squirell cage induction motor TEFC type suitable for operation on 415 volts, 3 phase, 50 Hz, AC supply with IP55 class of protection for enclosure, horiziontal foot mounted type with Class-'F' insulation, conforming to IS-325. (c) M.S.fabricated common base plate, coupling, coupling guard, foundation bolts etc.as required. (d) Suitable cement concrete foundation duly plastered and with anti vibration pads.

4.2 450 lpm at 35 m Head Each 1

15 Providing and fixing heavy duty aluminium armored cables 1.1 KVA grade including necessary support clamps at ceilling .

Power cable 3 core 16 sq.mm Mtr 18

IV Fire Alarm System

16 Supply , installation , testing and commissioning of 4 zones Fire Alarm Control Panel with LCD display having inbuilt battery charger & batteries.

17 SITC of manual call point complete with mounting base in ABS each 1

18 Supply and Installation of wall Mounted Horn / Hooter in ABS each 1

19 Supply and laying of 1.5 sq.mm dual core copper wire with 19mm dia PVC conduit rm 18

VII Fire Extinguishers

20 Providing , Fixing CO2 extinguisher consisting of seamless MS cylindrical body squeeze lever discharge valve , 30 cms long high pressure discharge hose ISI marked as per IS : 15683 including fixing to wall , with brackets etc. complete . Make : NEWTECH / KALPEX OMEX

Capacity 4.5 kg each 1

CONSTRUCTION OF NEW G+1 COMBINED DIVISIONAL & SUB- DIVISIONAL OFFICE BUILDING WITH SUB- DIVISIONAL OFFICE AT GROUND FLOOR AND DIVISIONAL OFFICE AT FIRST FLOOR AT EXISTING DIVISIONAL CAMPUS UNDER P.H. DIVISION BHABUA IN DISTRICT OF KAIMUR FOR THE YEAR 2025-26

Under Ground Water Tank ( 100 KL Capacity) & Pump Room

Estimate of Cost

Items based on BCD-SOR – 2020, effective from 01.07.2020.

Sl. No./ SOR Description of Work Unit Qty. Qty. Rate (Rs.) Amount (Rs.)

1.1/ 2.6 Earth work in excavation over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m; disposed earth to be levelled and neatly dressed.

2.6.1 All kinds of soil cum 824 0.99_);\(0.99\)

1.2/ 2.26 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, lead up to 50 m and lift upto 1.5 m cum 652 116.5

1.3/ 2.28 Supplying and filling in plinth with local sand and under floors including watering, ramming consolidating and dressing complete. cum 18 0.99_);\(0.99\)

Sub Total '1' (Earth Work) : Rs.

0.0 Concrete Work