Construction of Pre-Fabricated Meeting Hall in Irrigation Colony, Tarapur under Irrigation Division, Tarapur.

Technical Sheet

Name of Work Construction of Pre-Fabricated Meeting Hall in Irrigation Colony, Tarapur under Irrigation Division, Tarapur. Cost of Work as per BOQ (Rs. in Lakhs) 35992695 Time of Completion in months 06 Months ALL COLOURED CELL TO BE FILLED ACCORDINGLY

Sactioned Amount Last Date of Tender 04.06.2026

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 120 days after the deadline date. A Bid valid for a shorter period shall be rejected by the Employer as non-responsive 120 Days Bid validity periods In days

2 Bid Security (A) 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. Amount To be entered (Rs in Lakhs)

(B) Earnest Money can be paid through Internet Payment Gateway (Credit/Debit Card), Net Banking, NEFT/RTGS in online mode. Amount To be entered (Rs in Lakhs)

Bid Security Amount - (Rs. In Lakhs) 720000 Bid Security Amount - Rs.

3 (i) Legal Status of Bidder.

(ii) Place of Registration.

(iii) Principal place of Business

(iv) Power of attorney of signatory Bid Attached (If any) or Not

4 Total value of civil engineering construction work performed in last five years. (supported by UDIN) Annual Financial Turn Over not less than 50% of estimated value of work. (Rs. in Lakhs)

2021 - 2022 Amount To be entered (Rs in Lakhs)

2022 - 2023 Amount To be entered (Rs in Lakhs)

2023 - 2024 Amount To be entered (Rs in Lakhs)

2024 - 2025 Amount To be entered (Rs in Lakhs)

2025 - 2026 Amount To be entered (Rs in Lakhs)

5 Work Experience of Similar nature Bidder should have satisfactory completed atleast one similar work of value not less than 10% of estimated value of work. (Rs. in Lakhs)

Amount To be entered (Rs in Lakhs)

6 Minimum Quantities of work done as prime contractor in any one year during last five years. Items Unit Quantity

Earth work (Excavation, Filling, Back Filling etc.) Cum 3574 Value to be entered in unit Cum.

Cement Concrete (P.C.C, R.C.C, P.S.C, etc) Cum 149

Masonary Works (Boulder, Brick, etc) Cum 43

Protection Works (Pitching/Crating/Soling with Boulder/Brick/Geobag/EC Bag/Nylon Crates/Gabians, etc) Cum 50.1

7 Bidding Capacity: More than the total Bid value of present work = A*N*3-B=Rs. ____.Where A = Maxm. Value of work executed in any one yr during last 5 yrs. N= Nos of years for completion of works. B=Value of existing commitments & ongoing works to be completed in period

(a) Existing commitments and ongoing works Amount To be entered (Rs in Lakhs)

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

8 Availability of key items of Contractor's Equipment Type of Equipment Nos. Max. Age in years

Pocklain/ Excavator/ Front End Loader or any other loading machine 1 8

Tractor/ Tipper/ Dumper 5 5

Vibratory roller / Smooth wheeled /sheep foot roller 1 6

Concrete mixer with integral weigh batching facility 1 5

Long Boom Hydraulic Crane 1 8

9 Key Personnel Personnel/Qualification/Contract Package Size

Project Manager - B.E. Civil + 10 Years Experience (05 Years as Manager) or retired EE 1

Site Supervisor - Fresh Graduate in Civil or Diploma Civil + 03 Years experience or retired I.T.I. Holder. 1

10 Evidence of accesses to Financial Resources Evidence of access to or availability of credit facilities (10% of estimated cost) certified by bankers. (Rs in Lakhs). 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)

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)

13 Affidavit Regarding statements made in the required attachments are true and correct.

14 Undertaking Able to invest a minimum of cost upto 25% of contract value of work during implementation of contract. (in Lakhs)

15 Registration No.

16 Character Certificate

17 I.T. & GST Registration Certificate

18 NOC for Debar (If required)

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

** Upto last day of the month Immediately preceding the last date of bids received. (PWD letter no. 2863(E) dt. 7.6.2017

 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

NAME OF THE CONTRACTOR

Year Name of the work Name of the Employer* Quantity of work performed (cum) @ Remarks

Earth work (Excavation, Filling, Back Filling etc.) Cement Concrete (P.C.C, R.C.C, P.S.C,etc) Masonary works (Bolder, Brick, etc.) Protection works (Pitching/ Crating/ Soling with Boulder/Brick/Geobag/ E.C.bag/Nylon crates/Gabians etc. Installation of Gate in Weir, Barrage, Dam Sheet Pile /1 m Dia or above bore Pile MT/ Mtr 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 Link Name As Given in Adjacent coloumn in Edit Attachment Folder) Link Name in Edit Attachment Document attached

1 BIDSECURITY PHOTO COPY BID SECURITY PC

2 LAST 5 YEARS ANNUAL TURN OVER ANNUAL TURN OVER

3 EXPERIENCE Of SIMILAR NATURE Of W0RKS EXP SIM NAT

4 QUANTITY OF WORK (E/W, GSB, WMM, BITUMINOUS WORK, PCCetc) EXECUTED DURING LAST 5 YEARS) WORK EXE QTY

5 BALANCE VALUE OF ON GOING WORKS BAL VAL WORKS

6 EXISTING COMMITMENTS EXIST COMT

7 BANKER'S CERTIFICATE FOR ACCESS OF FINACIAL RESOURCES BANK CER

8 AFFIDAVIT AFFIDAVIT

9 UNDERTAKING UNDERTAKING

10 LITIGATION HISTORY LIT HIS

11 PLANT and MACHINARIES PT & MAC

12 KEY PERSONNEL KEY PER

13 Registration REGISTRATION

14 Power of Attoney POW AT

15 Legal Status Of Bidder LEGAL

16 PROGRAMME Of CONSTRUCTION PROG CONS

17 LABOUR LICENSE LAB LIC

18 CHARACTER CERTIFICATE CHARACTER CERTIFICATE

19 IT & ST REGISTRATION and CLEARANCE CERTIFICATE IT ST CLEARANCE

20 NOC FOR DEBAR DEBAR

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

BILL OF QUANTITY

Construction of Pre-Fabricated Meeting Hall in Irrigation Colony, Tarapur under Irrigation Division, Tarapur.

(i) Estimated Cost Rs:- 35,992,695.00

(ii) Cost of B.O.Q Rs:- 10,000.00

(iii) Earnest Money Rs:- 720,000.00

(iv) Online Processing Fee :- 5,900.00

(v) Last date of Sell of B.O.Q :- 04.06.2026

(vi) Time of Completion :- 06 Months

S. No. Item of Works Unit Quantity Rate (in Rs.) Amount (in Rs.)

1 Boring,providing and installing bored cast-in-situ reinforced of gradeM-25 of specified diameter and length below the pile cap, to carry a safe cement concrete piles working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out andremoval of same and the length of the pile to be embedded in the pile cap etc.(By percussion drilling using Direct mud circulation(DMC)orBailer and chisel technique by tripod and mechanical Winch all complete, including removal of excavated earth with all lifts and leads(Length of pile for paymentshall be measured upto bottom of pile cap).

300 mm dia pile meter 48.00 975.70 46,833.60

400 mm dia piles meter 672.00 1,340.00 900,480.00

2 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

All Kinds of soil cum 751.34 447.10 335,924.11

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

All Kinds of soil cum 65.94 61.00 4,022.34

4 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead cum 497.02 151.70 75,397.90

5 Earth work by Mechanical means with help of Excavator, Tipper and Spreader in canal or flood embankment or dhar all types of work like filling and making of canal banks or embankment of earth free from logs, roots or any other gradients, desilting of canal bed and dhar in proper profile with dressing and finishing including new construction, repair or restoration in ordinary soil including cutting, loading, carriage from pit to banks or embankments, unloading, spreading, clod-breaking and laying in layers properly with lead of ............... metre (lead will be considered as track path i.e. half of distance travelled in one cycle i.e. half of haulage path from pit to bank or embankment. Pit will be beyond 150 meter from centre of bank i.e. perpendicular distance from centre of bank to nearest boundary of pit will be more than 150 meter) and with all lifts all complete job as per specifications and direction of E/I. ( mode of measurement-sectional measurement of compacted earth ) with lead 0.5 to 1.0 km including royalty Rs 33 cum 7,619.06 251.60 1,916,956.13

6 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. cum 1,748.01 205.80 359,739.77

7 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/l, sqm 1,669.51 242.10 404,187.16

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

1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size) cum 179.94 4,946.40 890,033.82

9 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement,

All works up to plinth level

Concrete of M-25 grade with minimum cement content of 330kg/cum cum 139.62 5,932.10 828,221.26

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

a Foundations, footings, bases of columns etc. for mass concrete. sqm 248.64 225.00 55,944.00

d Lintels, beams, plinth bams, griders, bressumers and contilevers. sqm 396.07 446.60 176,885.31

e Columns,Pillars, Piers, Abutments, Posts and Struts sqm 117.60 561.40 66,020.64

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

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

Cement mortar 1:6 (1 cement: coarse sand) Details of cost for 1 cum cum 105.37 4,892.90 515,552.03

13 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, ( for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts,fasteners etc.). kg 600.00 944.70 566,820.00

14 Steel work in built up tubular round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete

Hot finished welded type tubes Welded as per 1S:816 kg 2,207.38 119.50 263,781.43

15 Structural steel work riveted or bolted in built up sections, trusess and framed work, including cutting.hoisting.fixing in position and applying a priming coat of approved ateel primer all complete. In tees, R.S.joists, angles, flats and channels kg 84,000.00 95.20 7,996,800.00

16 Supplying and fixing rolling shutters of approved make, made of as required. size M.S. laths inter locked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outisde locking with push and pull operation complete including the cost of providing and fixing necessary 27.5cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS:4454-part1 and M.S. top cover of as required. thickness for rolling shutters.

80x1.25 mm M.S. laths with 1.25 mm thick top cover sqm 43.20 2,480.10 107,140.32

17 Providing and fixing ball bearing for rolling shutters sqm 43.20 368.30 15,910.56

18 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. sqm 3,338.22 556.70 1,858,387.07

20 Flashings/ Aprons.( Upto 600 mm meter 180.00 365.70 65,826.00

21 Supplying & installing puf panel sqm 855.90 2,500.00 2,139,750.00

22 Door PPGI framed PUF paneled Nos 2.00 14,175.00 28,350.00

23 S/L Door PPGI framed PUF paneled Nos 2.00 8,287.00 16,574.00

24 S/L Door PPGI framed PUF paneled Nos 7.00 7,059.00 49,413.00

25 Window Aluminium Framed with grill Nos 6.00 8,662.00 51,972.00

26 Ventilators mm Nos 4.00 1,050.00 4,200.00

27 Eave Gutter PPGI / PPGL 0.5 mm meter 160.00 619.50 99,120.00

28 Downspouts PVC meter 250.00 619.50 154,875.00

29 Aluminium TEE & MS Suspender meter 110.00 1,417.50 155,925.00

30 62 mm thick cement concrete flooring with metallic -concrete hardener topping under layer 50 mm thick cement concrete 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size) and top layer 12mm thick metallic cement hardener consisting of mix 1:2(1 cement hardener mix:2 stone aggregate 6 mm nominal size) by volume hardning compound is mixed @ 2 liter per 50 kg of cement or as per manufacture specification. This includes cost of cement slurry, etc. but excluding the cost of nosing of steps etc. complete. sqm 1,391.92 619.40 862,155.25

31 Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling/ grouting and finishing complete as per direction of Engineer-in-charge sqm 207.32 113.10 23,447.51

32 Marble stone flooring with 18 mm thick marble stone (sample of marble shall be approved by Engineer-in-charge) over 20 mm (average) thick base of cement mortar 1:4 (1 cement: 4 coarse sand) laid and jointed with grey cement slurry including rubbing and polishing complete with:

Makrana white second quality sqm 13.28 2,652.50 35,229.60

33 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 polishingetc. all complete as specified and as directed by the Engineer-in-Charge.

Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red. sqm 207.32 2,343.80 485,908.65

34 Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of 1 st quality conforming to IS : 13755 of NITCO , ORIENT , SOMANY , KAJARIA or equivalent make in colours such as white , Ivory , Grey , Fume , Red , Brown , laid on 20 mm thick cement motar 1:4 (1 cement: 4 Coarse sand) including grouting the joints with white cement and matching pigments etc,complete sqm 60.29 1,472.10 88,752.91

35 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

36 Providing and fixing false ceiling with 12 mm thick plain/or with design ceiling tiles of BWP type phenol formaldehyde synthetic resin bonded pressed partide board conforming to IS :3087 finished with a coat of aluminium primer on both sides & edges and two coats of synthetic enamel paint of approved quality on exposed face fixed to a grid made out of anodised alumunium (with 15 micron anodic coating) T- sections 35x15x1.5 mm size main runners and cross runners 23.5x19x1.5 mm fixed to main runners placed 600 mm centre to centre both ways so as to form a grid of 600 mm square. The frame work shall be suspended from ceiling by level adjusting hangers of 6 mm dia M.S. rod fixed to roof slab by means of ceiling cleats.The suspenders shall be placed 600x1200 mm centre to centre including fixing to the frame with CP brass screws and applying a priming coat of zinc chromate yellow primer for steel members complete(Frame work and suspenders to be paid for separately) sqm 209.70 681.10 142,827.08

36 Making plinth protection 50 mm thick of cement concrete 1:3:6 (1cement :3 coarse sand : 6 graded stone aggregate 20 mm nominalsize) over 75 mm thick bed of dry brick ballast 40 mm nominal size,well rammed and consolidated and grouted with fine sand, including finishing the top smooth sqm 108.00 489.00 52,812.00

37 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 brickdesignation 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, meter 180.00 1,066.00 191,880.00

38 Providing 15 mm thick cemet plaster in cm (1:6) with punning etc all complete as per building specification and direction of E/I. sqm 58.98 192.30 11,341.85

39 Providing and laying in position specified Mix ofreinforced cement concrete excluding the costof centring,shuttering.finishing and reinforcement-All work puto plinth leve

1:1:5:3(1 cement:1.5 coarse sand:3 graded stone aggregate 20 mm nominal size cum 52.50 5,698.10 299,150.25

40 Grassing with 'Doob' grass including watering and maintenance of the lawn for 30 days or more tili the grass forms a thick lawn free form weeds and fit for mowing including supplying good earth if needed.

In rows 5 cm apart in either direction. sqm 7,256.25 1,261.80 91,559.36

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

a 25mm nominal outer dia pipe Metre 75.00 238.70 17,902.50

b 32mm nominal outer dia pipe Metre 100.00 281.70 28,170.00

c 40mm nominal outer dia pipe Metre 50.00 364.40 18,220.00

42 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing.

a 20mm nominal outer dia Pipes Metre 150.00 254.00 38,100.00

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

20mm nominal bore Each 10.00 284.70 2,847.00

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

a 25mm nominal bore Each 15.00 462.10 6,931.50

b 32mm nominal bore Each 12.00 512.10 6,145.20

c 40mm nominal bore Each 10.00 614.00 6,140.00

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

32mm nominal bore

Horizontal Each 10.00 588.20 5,882.00

46 Providing and fixing uplasticised PVC connectionpipe with brass ions

15 mm nominal bore Each 12.00 64.90 778.80

47 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. liters 1,000.00 8.30 8,300.00

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

15 mm nominal bore Each 4.00 620.80 2,483.20

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

15mm nominal bore Each 12.00 434.40 5,212.80

50 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. Each 4.00 84.00 336.00

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

With common burnt clay F.P.S. (non modular) bricks Each 25.00 234.30 5,857.50

52 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. Each 15.00 259.90 3,898.50

53 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. Each 15.00 118.80 1,782.00

54 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 2.00 36,749.00 73,498.00

55 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 :

White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap Each 4.00 2,339.60 9,358.40

56 Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings Each 4.00 1,289.30 5,157.20

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

57 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. Each 4.00 1,884.40 7,537.60

58 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 Each 4.00 2,023.50 8,094.00

59 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.

600 mm long towel rail with total length of 645 mm, width 78 mm an effective height of 88 mm, weighthan 190 gms Each 4.00 439.50 1,758.00

60 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.

110mm diameter Metre 100.00 248.80 24,880.00

61 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.

b Single tee with door

c Single tee without door

62 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.

63 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diametre and weighing not less than 440 grams. Each 15.00 41.60 624.00

64 Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts,bolts and gasket etc complete.

65 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 :

Single half stall urinal with 5 litre P.V.C. automatic flushing cistern Each 4.00 7,333.80 29,335.20

66 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. Each 4.00 144.40 577.60

67 Supplying and fitting 2.00 H.P submersible watermotor pump with necessary fitting etc.all complete job. Each 1.00 23,555.00 23,555.00

68 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

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 Each 12.00 4,635.70 55,628.40

69 Boring/drilling bore well of required dia for casing/strainer pipe by suitable method 300mm dia etc all complete job as per building specification & direction of E/I.

70 Supplying assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well casing (CM) pipe of required 150mm dia etc all complete job as per building specification & direction of E/I.

71 Supplying assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipe of required 100mm dia etc all complete job as per building specification & direction of E/I.

72 Gravel packing in tubewell construction in accordance with IS:4097 including providing gravel line/medium/coarse in required grading and sizes etc all complete job as per building specification & direction of E/I.

73 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/casing pipe 100mm dia etc all complete job as per building specification & direction of E/I.

74 Providing and fixing M.S. clamp of required dia to the top of casing/housing pipe of tubewell 100mm dia etc all complete job as per building specification & direction of E/I.

75 Providing and fixing bail plug/bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (Part_1) 100mm dia etc all complete job as per building specification & direction of E/I.

76 Providing and fixing chlorinated Polyvinyl Chloride (CPVC) pipes havaing thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings this inludes jointing of pipe & fitting etc all complete job as per building specification & direction of E/I. 32 mm nominal outer dia Pipes

77 Development of tubewell in accordance with IS:2800 (Part_1) and IS:1189 to establism maximum rate of usable water yield without sand content (beyond permissible limit) with required capacity air compressor running the compressor for required time etc all complete job as per building specification & direction of E/I.

78 Labour for Rolling and compacting the earth in layers of 225 mm thick at O.M.C by sheep foot roller driven by tractor to achieve minimum 95 % of dry density including sprinkling the required quantity of water making arrangement for supply and carriage of water with all leads and lifts, finishing the surfaces plan and drawing including hire charge of compaction, machine and other tools and plants etc. for lined canal all complete as per specifications and direction of E/I. ( mode of measurement-sectional measurement of compacted earth ) cum 7,619.06 63.60 484,572.38

79 Carriage of material

a Local sand cum 1,748.30 219.50 383,751.11

f Steel tonne 29.01 469.80 13,627.75

Seinorage Fee 170,717.00

Add Labour Cess 1% on (A) 300,313.00

Total Amount with labour cess & S.Fee 30,502,284.38

Total Amount With GST 35,992,695.57

BILL OF QUANTITY

Construction of Pre-Fabricated Meeting Hall in Irrigation Colony, Tarapur under Irrigation Division, Tarapur.

(i) Estimated Cost Rs:- 35,992,695.00

(ii) Cost of B.O.Q Rs:- 10,000.00

(iii) Earnest Money Rs:- 720,000.00

(iv) Online Processing Fee :- 5,900.00

(v) Last date of Sell of B.O.Q :- 04.06.2026

(vi) Time of Completion :- 06 Months

S. No. Item of Works Unit Quantity Rate (in Rs.) Amount (in Rs.)

1 Boring,providing and installing bored cast-in-situ reinforced of gradeM-25 of specified diameter and length below the pile cap, to carry a safe cement concrete piles working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out andremoval of same and the length of the pile to be embedded in the pile cap etc.(By percussion drilling using Direct mud circulation(DMC)orBailer and chisel technique by tripod and mechanical Winch all complete, including removal of excavated earth with all lifts and leads(Length of pile for paymentshall be measured upto bottom of pile cap).

300 mm dia pile meter 48.00 975.70 46,833.60

400 mm dia piles meter 672.00 1,340.00 900,480.00

2 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

All Kinds of soil cum 751.34 447.10 335,924.11

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

All Kinds of soil cum 65.94 61.00 4,022.34

4 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead cum 497.02 151.70 75,397.90

5 Earth work by Mechanical means with help of Excavator, Tipper and Spreader in canal or flood embankment or dhar all types of work like filling and making of canal banks or embankment of earth free from logs, roots or any other gradients, desilting of canal bed and dhar in proper profile with dressing and finishing including new construction, repair or restoration in ordinary soil including cutting, loading, carriage from pit to banks or embankments, unloading, spreading, clod-breaking and laying in layers properly with lead of ............... metre (lead will be considered as track path i.e. half of distance travelled in one cycle i.e. half of haulage path from pit to bank or embankment. Pit will be beyond 150 meter from centre of bank i.e. perpendicular distance from centre of bank to nearest boundary of pit will be more than 150 meter) and with all lifts all complete job as per specifications and direction of E/I. ( mode of measurement-sectional measurement of compacted earth ) with lead 0.5 to 1.0 km including royalty Rs 33 cum 7,619.06 251.60 1,916,956.13

6 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. cum 1,748.01 205.80 359,739.77

7 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/l, sqm 1,669.51 242.10 404,187.16

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

1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size) cum 179.94 4,946.40 890,033.82

9 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement,

All works up to plinth level

Concrete of M-25 grade with minimum cement content of 330kg/cum cum 139.62 5,932.10 828,221.26

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

a Foundations, footings, bases of columns etc. for mass concrete. sqm 248.64 225.00 55,944.00

d Lintels, beams, plinth bams, griders, bressumers and contilevers. sqm 396.07 446.60 176,885.31

e Columns,Pillars, Piers, Abutments, Posts and Struts sqm 117.60 561.40 66,020.64

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

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

Cement mortar 1:6 (1 cement: coarse sand) Details of cost for 1 cum cum 105.37 4,892.90 515,552.03

13 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, ( for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts,fasteners etc.). kg 600.00 944.70 566,820.00

14 Steel work in built up tubular round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete

Hot finished welded type tubes Welded as per 1S:816 kg 2,207.38 119.50 263,781.43

15 Structural steel work riveted or bolted in built up sections, trusess and framed work, including cutting.hoisting.fixing in position and applying a priming coat of approved ateel primer all complete. In tees, R.S.joists, angles, flats and channels kg 84,000.00 95.20 7,996,800.00

16 Supplying and fixing rolling shutters of approved make, made of as required. size M.S. laths inter locked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outisde locking with push and pull operation complete including the cost of providing and fixing necessary 27.5cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS:4454-part1 and M.S. top cover of as required. thickness for rolling shutters.

80x1.25 mm M.S. laths with 1.25 mm thick top cover sqm 43.20 2,480.10 107,140.32

17 Providing and fixing ball bearing for rolling shutters sqm 43.20 368.30 15,910.56

18 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. sqm 3,338.22 556.70 1,858,387.07

20 Flashings/ Aprons.( Upto 600 mm meter 180.00 365.70 65,826.00

21 Supplying & installing puf panel sqm 855.90 2,500.00 2,139,750.00

22 Door PPGI framed PUF paneled Nos 2.00 14,175.00 28,350.00

23 S/L Door PPGI framed PUF paneled Nos 2.00 8,287.00 16,574.00

24 S/L Door PPGI framed PUF paneled Nos 7.00 7,059.00 49,413.00

25 Window Aluminium Framed with grill Nos 6.00 8,662.00 51,972.00

26 Ventilators mm Nos 4.00 1,050.00 4,200.00

27 Eave Gutter PPGI / PPGL 0.5 mm meter 160.00 619.50 99,120.00

28 Downspouts PVC meter 250.00 619.50 154,875.00

29 Aluminium TEE & MS Suspender meter 110.00 1,417.50 155,925.00

30 62 mm thick cement concrete flooring with metallic -concrete hardener topping under layer 50 mm thick cement concrete 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size) and top layer 12mm thick metallic cement hardener consisting of mix 1:2(1 cement hardener mix:2 stone aggregate 6 mm nominal size) by volume hardning compound is mixed @ 2 liter per 50 kg of cement or as per manufacture specification. This includes cost of cement slurry, etc. but excluding the cost of nosing of steps etc. complete. sqm 1,391.92 619.40 862,155.25

31 Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling/ grouting and finishing complete as per direction of Engineer-in-charge sqm 207.32 113.10 23,447.51

32 Marble stone flooring with 18 mm thick marble stone (sample of marble shall be approved by Engineer-in-charge) over 20 mm (average) thick base of cement mortar 1:4 (1 cement: 4 coarse sand) laid and jointed with grey cement slurry including rubbing and polishing complete with:

Makrana white second quality sqm 13.28 2,652.50 35,229.60

33 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 polishingetc. all complete as specified and as directed by the Engineer-in-Charge.

Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red. sqm 207.32 2,343.80 485,908.65

34 Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of 1 st quality conforming to IS : 13755 of NITCO , ORIENT , SOMANY , KAJARIA or equivalent make in colours such as white , Ivory , Grey , Fume , Red , Brown , laid on 20 mm thick cement motar 1:4 (1 cement: 4 Coarse sand) including grouting the joints with white cement and matching pigments etc,complete sqm 60.29 1,472.10 88,752.91

35 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

36 Providing and fixing false ceiling with 12 mm thick plain/or with design ceiling tiles of BWP type phenol formaldehyde synthetic resin bonded pressed partide board conforming to IS :3087 finished with a coat of aluminium primer on both sides & edges and two coats of synthetic enamel paint of approved quality on exposed face fixed to a grid made out of anodised alumunium (with 15 micron anodic coating) T- sections 35x15x1.5 mm size main runners and cross runners 23.5x19x1.5 mm fixed to main runners placed 600 mm centre to centre both ways so as to form a grid of 600 mm square. The frame work shall be suspended from ceiling by level adjusting hangers of 6 mm dia M.S. rod fixed to roof slab by means of ceiling cleats.The suspenders shall be placed 600x1200 mm centre to centre including fixing to the frame with CP brass screws and applying a priming coat of zinc chromate yellow primer for steel members complete(Frame work and suspenders to be paid for separately) sqm 209.70 681.10 142,827.08

36 Making plinth protection 50 mm thick of cement concrete 1:3:6 (1cement :3 coarse sand : 6 graded stone aggregate 20 mm nominalsize) over 75 mm thick bed of dry brick ballast 40 mm nominal size,well rammed and consolidated and grouted with fine sand, including finishing the top smooth sqm 108.00 489.00 52,812.00

37 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 brickdesignation 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, meter 180.00 1,066.00 191,880.00

38 Providing 15 mm thick cemet plaster in cm (1:6) with punning etc all complete as per building specification and direction of E/I. sqm 58.98 192.30 11,341.85

39 Providing and laying in position specified Mix ofreinforced cement concrete excluding the costof centring,shuttering.finishing and reinforcement-All work puto plinth leve

1:1:5:3(1 cement:1.5 coarse sand:3 graded stone aggregate 20 mm nominal size cum 52.50 5,698.10 299,150.25

40 Grassing with 'Doob' grass including watering and maintenance of the lawn for 30 days or more tili the grass forms a thick lawn free form weeds and fit for mowing including supplying good earth if needed.

In rows 5 cm apart in either direction. sqm 7,256.25 1,261.80 91,559.36

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

a 25mm nominal outer dia pipe Metre 75.00 238.70 17,902.50

b 32mm nominal outer dia pipe Metre 100.00 281.70 28,170.00

c 40mm nominal outer dia pipe Metre 50.00 364.40 18,220.00

42 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing.

a 20mm nominal outer dia Pipes Metre 150.00 254.00 38,100.00

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

20mm nominal bore Each 10.00 284.70 2,847.00

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

a 25mm nominal bore Each 15.00 462.10 6,931.50

b 32mm nominal bore Each 12.00 512.10 6,145.20

c 40mm nominal bore Each 10.00 614.00 6,140.00

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

32mm nominal bore

Horizontal Each 10.00 588.20 5,882.00

46 Providing and fixing uplasticised PVC connectionpipe with brass ions

15 mm nominal bore Each 12.00 64.90 778.80

47 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. liters 1,000.00 8.30 8,300.00

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

15 mm nominal bore Each 4.00 620.80 2,483.20

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

15mm nominal bore Each 12.00 434.40 5,212.80

50 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. Each 4.00 84.00 336.00

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

With common burnt clay F.P.S. (non modular) bricks Each 25.00 234.30 5,857.50

52 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. Each 15.00 259.90 3,898.50

53 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. Each 15.00 118.80 1,782.00

54 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 2.00 36,749.00 73,498.00

55 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 :

White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap Each 4.00 2,339.60 9,358.40

56 Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings Each 4.00 1,289.30 5,157.20

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

57 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. Each 4.00 1,884.40 7,537.60

58 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 Each 4.00 2,023.50 8,094.00

59 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.

600 mm long towel rail with total length of 645 mm, width 78 mm an effective height of 88 mm, weighthan 190 gms Each 4.00 439.50 1,758.00

60 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.

110mm diameter Metre 100.00 248.80 24,880.00

61 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.

b Single tee with door

c Single tee without door

62 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.

63 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diametre and weighing not less than 440 grams. Each 15.00 41.60 624.00

64 Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts,bolts and gasket etc complete.

65 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 :

Single half stall urinal with 5 litre P.V.C. automatic flushing cistern Each 4.00 7,333.80 29,335.20

66 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. Each 4.00 144.40 577.60

67 Supplying and fitting 2.00 H.P submersible watermotor pump with necessary fitting etc.all complete job. Each 1.00 23,555.00 23,555.00

68 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

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 Each 12.00 4,635.70 55,628.40

69 Boring/drilling bore well of required dia for casing/strainer pipe by suitable method 300mm dia etc all complete job as per building specification & direction of E/I.

70 Supplying assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well casing (CM) pipe of required 150mm dia etc all complete job as per building specification & direction of E/I.

71 Supplying assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipe of required 100mm dia etc all complete job as per building specification & direction of E/I.

72 Gravel packing in tubewell construction in accordance with IS:4097 including providing gravel line/medium/coarse in required grading and sizes etc all complete job as per building specification & direction of E/I.

73 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/casing pipe 100mm dia etc all complete job as per building specification & direction of E/I.

74 Providing and fixing M.S. clamp of required dia to the top of casing/housing pipe of tubewell 100mm dia etc all complete job as per building specification & direction of E/I.

75 Providing and fixing bail plug/bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (Part_1) 100mm dia etc all complete job as per building specification & direction of E/I.

76 Providing and fixing chlorinated Polyvinyl Chloride (CPVC) pipes havaing thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings this inludes jointing of pipe & fitting etc all complete job as per building specification & direction of E/I. 32 mm nominal outer dia Pipes

77 Development of tubewell in accordance with IS:2800 (Part_1) and IS:1189 to establism maximum rate of usable water yield without sand content (beyond permissible limit) with required capacity air compressor running the compressor for required time etc all complete job as per building specification & direction of E/I.

78 Labour for Rolling and compacting the earth in layers of 225 mm thick at O.M.C by sheep foot roller driven by tractor to achieve minimum 95 % of dry density including sprinkling the required quantity of water making arrangement for supply and carriage of water with all leads and lifts, finishing the surfaces plan and drawing including hire charge of compaction, machine and other tools and plants etc. for lined canal all complete as per specifications and direction of E/I. ( mode of measurement-sectional measurement of compacted earth ) cum 7,619.06 63.60 484,572.38

79 Carriage of material

a Local sand cum 1,748.30 219.50 383,751.11

f Steel tonne 29.01 469.80 13,627.75

Seinorage Fee 170,717.00

Add Labour Cess 1% on (A) 300,313.00

Total Amount with labour cess & S.Fee 30,502,284.38

Total Amount With GST 35,992,695.57