Office of the Executive Engineer, -...

1

Government of West Bengal Office of the Executive Engineer,

Bankura Division, P.W.D.

P.O.- Kenduadihi , Dist.- Bankura

Phone No. 03242-250361

Memo No. 72 Dated. 07.01.2016.

Notice Inviting Tender No. “21” of 2015-16 called by the Executive Engineer, Bankura Division, P.W.D.

The Executive Engineer, Bankura Division, P.W.D. invites sealed tender form W.B.F. No. 2911(ii) with upto date corrigendum and addenda for the under mentioned work at the estimated cost from the tenderers eligible to partcipate against noted work. Detailed notice inviting tender, special terms and conditions, specifications of item of works etc. may be seen in the

aforesaid office on every working day between 11.00 A.M. to 5.30 P.M. & through website: www.pwdwb.in.

1) Name of the Work : As per enclosed list. 2) Name of the concerned Sub-Division : As per enclosed list. 3) Contractors eligible to submit the tender. : As per enclosed list. 4) Estimated amount of work put to tender. : As per enclosed list.

5) Earnest Money. : As per enclosed list. 6) Time of completion of work. : As per enclosed list.

7) Security Deposit. : The successful tenderers will have to keep security deposits as per rule.

8) Printed W.B. Tender Form in which tender is to be submitted.

: W.B. Form No. 2911 (ii) incl. upto date Corrigenda & addenda thereof as per order of Government.

9) Price per copy of the specified W.B. Tender form.

: As per enclosed list.

10) Price per copy of the set of other tender documents.

: As per enclosed list.

11) Last date & time limit of application forms. : 14.01.2016 up to 1.30 P.M.

12) Last date & time limit for permission. : 18.01.2016 up to 2.00 P.M.

13) Blank tender forms may be obtained. : Through website : www.pwdwb.in

14) Place and last date & time of receipt of tender documents.

: Tender documents will be received in the tender box kept in the chamber of Executive Engineer-II, Bankura Division, P.W.D. upto 27.01.2016 till 1.30 P.M. & it will be opened at 2.30 P.M. on the same day.

15) Circle schedule referred here in after

means. : S.E., Western Circle-II, PWD’s Current Schedule of rates for Building

Works and S &P works with effect from 1st July’2014 with upto

date Addenda & Corrigendum. Through download from website : www.pwdwb.in

16) With whom the acceptance of the tender vest.

: Office of the Executive Engineer, PWD, Bankura Division.

[N.B.: In case of any unscheduled Holiday on the aforesaid date, the next working date will be treated as scheduled / prescribed date for the purpose.]

http://www.pwdwb.in/



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TERMS AND CONDITIONS

THE APPLICANTS ARE REQUESTED TO ATTEND THIS OFFICE DURING SUBMISSION OF APPLICATION FOR VERIFICATION OF SIGNATURE.

1. The intending tenderers will have to produced original papers and one set of photo copy with self attestation with full signature of requisite credentials, Pan card of income tax, Professional Tax Challan etc. which will have to be valid upto the date of opening of tender, otherwise the tenderer will not be allowed to participate in the tender.

2. The payment will be made as and when fund will be available from the concerned source. No claim, whatsoever, for delay in payment, if any, will be entertained. Contractors are requested to quote their rates accordingly.

3. The earnest money of all the tenderers other than the 3 (Three) lowest tenderers will be refunded within 10 (Ten) days after receipt the tender documents and 2 (Two) lowest tenderers out of 3 (Three) tenderers will be refunded within 7 (Seven) days after issuance of the work order to the lowest tenderer on receipt of prayer for the same.

4. Legible signature / specimen signature on the tender forms by the contractor should at least be super scribed with full value of the signatory on page no. 2 & 3 for its proper identification.

5. Earnest money instruments in the shape of Demand Draft / Pay order / Bankers Cheque from any Nationalised/Schedule Bank shall be payable at Bankura and should be drawn in favour of the Executive Engineer, Bankura Division, P.W.D. failing which tender will be treated as informal.

6. During the process or subsequently if it is found that the document submitted by the intending tenderers during their application for obtaining permission to participate in the tender are false, fictitious etc. then the person or agency will be liable for criminal offence and action will be taken accordingly.

7. All agencies are requested to be present at the time of opening of the tender otherwise no claim will be entertained later on. If necessary table bid may be held on the same day after opening the tender.

8. If the Departmental materials (Cement, Steel & Bitumen) shall be issued to the contractor from any departmental stack yard during execution of work under Bankura Division, P.W.D. and subsequently it will be recovered from the bill as per norms of the department.

9. In case of own supply or if in any case, testing of materials is required, the cost of testing will have to be borne by the agency.

10. All contractors have to be registered themselves under the Building and other Construction workers (Regulation of Employment & Conditions of Service Atc. 1996) and as per Welfare Cess Rule 2004, 1.00% Cess will be recovered from the contractors bill for building and other constructional works.

11. Tenderer will not be allowed to participate in the tender, whose performances found unsatisfactory for previous work under this division. In this connection, decision of the Executive Engineer, Bankura Division, P.W.D. will be final and binding.

12. If any defect is found after the completion the work, agency will be bound to rectify it at his own cost within the period of security. Otherwise department will rectify it with the help of other agency or departmentally and cost thereof will be deducted from the security deposit.

13. Agency will perform proportionate work in proportionate time otherwise clause II will be imposed. No extension of the time will be granted except in special circumstances.

14. In case of bituminous work, agencies have to bring necessary (Machineries, Tools & Plants as per specifications mentioned in the priced scheduled) at the working site at his own cost. Otherwise no departmental materials will be issued or not to be allowed to execute the work.

15. All agencies are requested to incorporate proper address in block letters and Mobile Phone No. / Correspondence phone no if any, should be noted in the proper place as indicated in priced schedule. Work order and other letter if not reached to the agency due to wrong address or due to ambiguity in address, entire responsibility will be borne by the agency.

16. The eligible tenderers shall obtain permission to purchase the tender documents as well in advance to guard against any difficulty due to possible absence from head quarters of the officers for issue of tender documents.

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17. All tenderers or his authorised representative is requested to present personally during the opening of tender and to sign the tender opening register as witness.

18. No person will be allowed to quote rate on the basis of legal power of Attorney conferred to him by the Firm / Agency except in circumstances where necessary prior Govt. approval has been obtained.

19. Rate should be quoted in both words and figures, failing which the offer will be treated as informal. 20. Tender(s) once submitted shall remain valid for a period of not less than Ninety (90) days after the dead line date

for submission of Tender (s). 21. Executive Engineer-I, P.W.D, Bankura Division, Reserves to right to reject the lowest tender or all the tenders

without assigning any reason thereof and Executive Engineer-I, P.W.D, Bankura Division is not bound to accept the lowest tender also.

22. Before issuance of the tender paper, if demanded by authority, the agency should present himself with original paper or should be represented by power of attorney holder with original papers.

23. Clause 17 condition of contract of the printed W.B. Tender Form No. 2911 (i) & 2911(ii) shall be substituted vide order No. 177-CRC/2M-57/2008 Dated 12.07.2012 Secretary, PWD, Government of West Bengal.

24. Clause 25 of the condition of contract of the printed W.B. Tender Form No. 2911 (i) & 2911(ii) is omitted vide G.O. No. 558/SPW Dated 13.12.2011 of P.W.D., Government of West Bengal.

Executive Engineer-I,

Bankura Division, P.W.D. Memo No. 72 / 1 (14) Dated. 07.01.2016.

Copy forwarded for wide circulation to the, 1. Sabhadhipati, Bankura Zilla Parishad, Bankura. 2. Superintending Engineer, Western Circle-II, Sarat Sarani (Kodalia Stackyard), P.O. – Bandel, Dist. – Hoogly. 3. District Magistrate, Bankura. 4. Executive Engineer, Highway Division P.W. (Roads) Department, Bankura. 5. Executive Engineer, Bankura Irrigation Division, Bankura. 6. Executive Engineer, -II, PWD, Bankura Division.

7-9. Assistant Engineer, P.W.D, Bankura Sub-Division No. I & II / B.M.C. 10-14. Divisional Accounts Officer / Estimate Section / Divisional cashier / Establishment Section / Office notice board.

Executive Engineer-I, Bankura Division, P.W.D.

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SECTION - B

FORM- III

STRUCTURE AND ORGANISATION

A.1 Name of applicant :

A.2 Office Address :

Telephone No. and Cell Phone No. :

Fax No. :

E mail :

A.3 Details of Bank Accounts

i) Name of Bank :

ii) Name of Branch and Address with Phone No. :

iii) Account No. :

iv) MICR No. :

v) IFSC Code :

A.4 Attach an organization chart showing the

Structure of the company with names of

Key personnel and technical staff with

Bio-data. :

Note: Application covers Proprietary Firm, Partnership, Limited Company or Corporation,

Signature of applicant including title

and capacity in which application is made.

1

Repair and renovation of Guard Room & Rest Shed at PWD

Campus Bankura under Bankura Division PWD in the district of

Bankura during the year 2015-16. (Ch to - 2059 / 2015-16).448912.00 8978.00 755.00

Bankura

Sub-

Division No.

- II

P.W.D.

45

(Forty

five)Days.

Bonafied outsider having

40% credential in a single

work of similar nature

2

Construction of Office Building for Commercial Taxes

Directorate at Ailakandi (4 Storied Structural Porition) (Balance

work - Phase - II) in the district of Bankura during the year 2015-

16. (Ch to - 4059 / 2015-16).

479830.00 9597.00 755.00

Bankura

Sub-

Division No.

- II

P.W.D.

30

(Thity)

Days.




3

Construction of Sports Academy at Khatra, Bankura District -

Cutting of Hard rock for making ground to provide desire depth

of earth at Plot No. - 105 under Bankura Division, PWD during

the year 2015-16. (Ch to - 2204 / 2015-16).

322195.00 6444.00 755.00

Bankura

Sub-

Division No.

- II

P.W.D.

15

(Fifteen)

Days.




4

Repair, renovation and beautification of the Susunia Youth

Hostel- Balance work of Sanitary & Plumbing works including

Stainless Steel railing in the district of Bankura during the year

2015-16. (Ch to - Deposit / 2015-16).

318939.00 6379.00 755.00

Bankura

Sub-

Division No.

- I

P.W.D.

15

(Fifteen)

Days.




5

Repair and renovation of office of the Bankura Sub-Division-

II,PWD including Stair Case and drain and other allide works

under Bankura Division, PWD during the year 2015-16. (Ch to -

2059 / 2015-16).

332866.00 6657.00 755.00

Bankura

Sub-

Division No.

- II

P.W.D.

30

(Thirty)

Days.




6

Construction of New Boundary Wall (Adjecent to Diver rest

shed) at Ailakandi PWD Complex in the district of Bankura

during the year 2015-16. (Ch to - 2059 / 2015-16). 300244.00 6005.00 755.00

Bankura

Sub-

Division No.

- II

P.W.D.

30

(Thirty)

Days.




NB: Cost of Tender Documents Only applicable for the successful bidder at the time of Formal Agreement.

Cost of

Tender

Document

s. (In Rs.)

Name of

Sub- Divn.

Time

allowed.Eligibility of Contractor.


Bankura Division, PWD.

LIST OF WORKS AGAINST N.I.T- 21 OF 2015-16 OF EXECUTIVE ENGINEER, P.W.D. BANKURA DIVISION.

Sl.

No.Name of the works.

Estimated

cost.

(In Rs.)

Earnest

Money. (In

Rs.)

Page 1 of 1

8978.00

Figure Words

1 Dismantling R.C. floor, roof, beams etc.

including cutting rods and removing

rubbish as directed within a lead of 75 m.

including stacking of steel bars. (a) In

ground floor including roof.

1.29 Cu.m. 1975.00 Rupees One Thousand

Nine Hundred Seventy

Five Only

2548.00

2 Dismantling artificial stone flooring upto 50

mm. thick by carefully chiselling without

damaging the base and removing rubbish

as directed within a lead of 75 m. a) In


13.33 Sq.m. 56.00 Rupees Fifty Six Only 746.00

3 Dismantling all types of masonry excepting

cement concrete plain or reinforced,

stacking serviceable materials at site and

removing rubbish as directed within a lead

of 75 m. a) In ground floor including roof.

1.24 Cu.m. 451.00 Rupees Four Hundred

Fifty One Only

559.00

3.1 b) In 1st floor including roof. 1.31 Cu.m. 501.00 Rupees Five Hundred

One Only

656.00

4 Removing loose scales, blisters etc. from

old painted surface and thoroughly

smoothening the surface to make the

same suitable for receiving fresh coat of

paint.

116.20 Sq.m. 22.00 Rupees Twenty Two

Only

2556.00

5 Earth work in excavation of foundation

trenches or drains, in all sorts of soil

(including mixed soil but excluding laterite

or sandstone) including removing,

spreading or stacking the spoils within a

lead of 75 m. as directed. The item

includes necessary trimming the sides of

trenches, levelling, dressing and ramming

the bottom, bailing out water as required

complete. (a) Depth of excavation not

exceeding 1,500 mm.

8.07 %Cu.m. 12047.00 Rupees Twelve

Thousand Forty Seven

Only

972.00

6 Single Brick Flat Soling of picked jhama

bricks including ramming and dressing bed

to proper level and filling joints with local

sand.

13.51 Sq.m. 308.00 Rupees Three Hundred

Eight Only

4161.00

7 Ordinary Cement concrete (mix 1:1.5:3)

with graded stone chips (20 mm nominal

size) excluding shuttering and

reinforcement if any, as per relevant IS

codes. (iv) With local hard blackstone

variety chips (crusher broken). (i) in ground

floor

6.18 Cu.m. 5693.00 Rupees Five Thousand

Six Hundred Ninety

Three Only

35183.00

7.1 (ii) in 1st floor 3.85 Cu.m. 5789.00 Rupees Five Thousand

Seven Hundred Eighty

Nine Only

22288.00

Issued to :………………………………………………………………………………………………………………………………..

Specific priced schedule of probable items with approximate quantities for the work of : Repair and renovation of

Guard Room & Rest Shed at PWD Campus Bankura under Bankura Division PWD in the district of Bankura during

the year 2015-16. (Ch to - 2059 / 2015-16). N.I.T. No.: 21 of 2015 – 16 of Executive Engineer, Bankura Division, P.W.D. Sl. No. 1

SCHEDULE OF WORKS

Estimated Cost: - Rs. 4,48,912.00 Earnest Money: Rs.

Time for completion: 45 (Forty five)Days.

AMOUNT

Rs. P

Estimated RateDescription of workSl. No. No.or

Qty.

Unit

Page 1 of 8

Figure Words

SCHEDULE OF WORKS

AMOUNT

Rs. P


Qty.

Unit

8 Hire and labour charges for shuttering with

centering and necessary staging upto 4 m

using approved stout props and thick hard

wood planks of approved thickness with

required bracing for concrete slabs, beams

and columns, lintels curved or straight

including fitting, fixing and striking out after

completion of works (upto roof of ground

floor) (When the height of a particular floor

is more than 4 m the equivalent floor

height shall be taken as 4 m and extra for

works beyond the initial 4 m ht. shall be

allowed under 12 (e) for every 4 m or part

thereof) (f) 25 mm to 30 mm shuttering

without staging in foundation. (i) in ground

floor.

5.89 Sq.m. 218.00 Rupees Two Hundred

Eighteen Only

1284.00

8.1 (a) 25 mm to 30 mm thick wooden

shuttering as per decision & direction of

Engineer-In-Charge. (i) in ground floor.


Forty Three Only

10791.00

8.12 (ii) in 1st floor. 25.53 Sq.m. 361.00 Rupees Three Hundred

Sixty One Only

9216.00

9 Reinforcement for reinforced concrete

work in all sorts of structures including

distribution bars, stirrups, binders etc initial

straightening and removal of loose rust (if

necessary), cutting to requisite length,

hooking and bending to correct shape,

placing in proper position and binding with

16 gauge black annealed wire at every

intersection, complete as per drawing and

direction. (a) For works in foundation,

basement and upto roof of ground

floor/upto 4 m (i) Tor steel/Mild Steel.(I.)

SAIL/ TATA/RINL.

1.18 MT 61787.00 Rupees Sixty One

Thousand Seven

Hundred Eighty Seven

Only

72909.00

10 Brick work with 1st class bricks in cement

mortar (1:6) (b) In superstructure. (i) in

ground floor..


Sixty Only

13460.00

10.1 (ii) in 1st floor. 3.41 Cu.m. 5172.00 Rupees Five Thousand

One Hundred Seventy

Two Only

17637.00

10.12 (iii) in 2nd floor. 4.16 Cu.m. 5284.00 Rupees Five Thousand

Two Hundred Eighty

Four Only

21981.00

11 125 mm. thick brick work with 1st class

bricks in cement mortar (1:4) (i) in ground

floor.

22.92 Sq.m. 674.00 Rupees Six Hundred

Seventy Four Only

15448.00

11.1 (ii) in 1st floor. 25.68 Sq.m. 686.00 Rupees Six Hundred

Eighty Six Only

17616.00

Page 2 of 8

Figure Words

SCHEDULE OF WORKS

AMOUNT

Rs. P


Qty.

Unit

12 Plaster (to wall, floor, ceiling etc.) with

sand and cement mortar including

rounding off or chamfering corners as

directed and raking out joints including

throating, nosing and drip course,

scaffolding/staging where necessary

(Ground floor).[Excluding cost of chipping

over concrete surface] (i) With 1:6 cement

mortar (a) 15 mm thick plaster. (i) in

ground floor.

39.02 Sq.m. 143.00 Rupees One Hundred

Forty Three Only

5580.00

12.1 (b) 20 mm thick plaster. 28.52 Sq.m. 164.00 Rupees One Hundred

Sixty Four Only

4677.00

12.12 (ii) in 1st floor. (In side) (a) 20 mm thick

plaster.44.64 Sq.m. 168.00 Rupees One Hundred

Sixty Eight Only

7500.00


Forty Seven Only

4904.00

12.14 (iii) in 2nd floor. (In side) (a) 20 mm thick

plaster.15.08 Sq.m. 172.00 Rupees One Hundred

Seventy Two Only

2594.00


Fifty One Only

2277.00

12.2 (i) With 1:4 cement mortar(c) 10 mm thick

plaster. (i) in ground floor.9.66 Sq.m. 131.00 Rupees One Hundred

Thirty One Only

1265.00

12.21 (c) 10 mm thick plaster. (ii) in 1st floor. 13.79 Sq.m. 135.00 Rupees One Hundred

Thirty Five Only

1862.00

13 Applying Exterior grade Acrylic primer of

approved quality and brand on plastered or

cencrete surface old or new surface to

receive decorative textured(matt finish) or

smooth finish acrylic exterior emulsion

paint including scraping and preparing the

surface throughly, complete as per

manufacturer's specification and as per

direction of the EIC. In Ground Floor: (a)

One Coats.

(i) in ground floor.

79.34 %Sq.m. 3404.00 Rupees Three

Thousand Four

Hundred Four Only

2701.00

13.1 (ii) in 1st floor. 87.12 %Sq.m. 3476.00 Rupees Three

Thousand Four

Hundred Seventy Six

Only

3028.00

13.12 (iii) in 2nd floor. 15.08 %Sq.m. 3548.00 Rupees Three

Thousand Five

Hundred Forty Eight

Only

535.00

14 Protective and Decorative Acrylic

exterior emulsion paint of approved

quality, as per manufacturer's

specification and as per direction of

EIC to be applied over acrylic primer as

required. The rate includes cost of

material, labour, scaffolding and all

incidental charges but excluding the

cost of primer. In Ground floor (Two

Coat).a) Normal Acrylic Emulsion. (i) in

ground floor.

79.34 Sq.m. 73.00 Rupees Seventy Three

Only

5792.00

Page 3 of 8

Figure Words

SCHEDULE OF WORKS

AMOUNT

Rs. P


Qty.

Unit

14.1 (ii) in 1st floor. 87.12 Sq.m. 73.72 Rupees Seventy Three

And Seventy Two Paise

Only

6422.00

14.12 (iii) in 2nd floor. 15.08 Sq.m. 74.44 Rupees Seventy Four

And Forty Four Paise

Only

1123.00

15 Synthetic Distemper to interior wall, ceiling

with a coat of solvent based interior grade

acrylic primer (as per manufacturer's

specification) including cleaning and

smoothning of surface. Two Coats.


Only

13322.00

16 Supplying and laying true to line and level

vitrified tiles of approved brand (size not

less than 600 mm X 600 mm X 10 mm

thick) in floor, skirting etc. set in 20 mm

sand cement mortar (1:4) and 2 mm thick

cement slurry back side of tiles using

cement @ 2.91Kg./sqM or using

polymerised adhesive (6 mm thick layer

applied directly over finished artificial stone

floor/Mosaic etc without any backing

course) laid after application slurry using

1.75 Kg of cement per sqM below mortar

only, joints grouted with admixture of white

cement and colouring pigment to match

with colour of tiles / epoxy grout materials

of approved make as directed and removal

of wax coating of top surface of tiles with

warm water and polishing the tiles using

soft and dry cloth upto mirror finish

complete including the cost of materials,

labour and all other incidental charges

complete true to the manufacturer's

specification and direction of Engineer-in-

Charge.(White cement, synthetic adhesive

and grout material to be supplied by the

contra conc (I) With application slurry

@1.75 kg/ Sq.m, 20 mm sand cement

mortar (1:4) & 2 mm thick cement slurry at

back side of tiles, 0.2 kg/ Sq.m white

cement for joint filling with pigment. (B)

Light Colour.

35.19 Sq.m. 1451.00 Rupees One Thousand

Four Hundred Fifty One

Only

51061.00

Page 4 of 8

Figure Words

SCHEDULE OF WORKS

AMOUNT

Rs. P


Qty.

Unit

17 Supplying, fitting & fixing 1st quality

Ceramic tiles in walls and floors to match

with the existing work & 4 nos. of key

stones (10mm) fixed with araldite at the

back of each tile & finishing the joints with

white cement mixed with colouring oxide if

required to match the colour of tiles

including roughening of concrete surface,

if necessary or by synthetic adhesive &

grout materials etc. (B) Wall: With Sand

Cement Mortar (1:3) 15 mm thick & 2 mm

thick cement slurry at back side of tiles

using cement @ 2.91 Kg/Sq.m & joint

filling using white cement slurry @

0.20kg/Sq.m. (a) Area of each tile upto

0.09 Sq.m. (i) Coloured decorative.

17.12 Sq.m. 841.00 Rupees Eight Hundred

Forty One Only

14398.00

18 Panel shutters of door and window, as per

design (each panel consisting of single

plank without joint), including fitting and

fixing the same in position but excluding

the cost of hinge and other fittings. In

ground floor. (In case of non-supply of

single plank, penal rate of reduction of

20% will be made) (iii) 35mm thick shutters

with 19mm thick panel of size 30 to 45 cm.

(a) Ordinary Teak Wood.

3.30 Sq.m. 4211.00 Rupees Four Thousand

Two Hundred Eleven

Only

13896.00

19 Supplying solid flush type doors of deluxe

decorative (both side) quality, conforming

to I:S 2202 timber frame consisting of top

and bottom rail and side styles of well

seasoned timber 65mm wide each and the

entire frame fitted with 27.5mm wide

battens places both ways in order to made

the door of solid core and internal lipping

with teak, mahogony or rose wood

approved decorative veneers using phenol

formaldehyde as glue etc. complete,

including fitting, fixing the shutters in

position but excluding the cost of hinges

and other fittings in ground floor: (a) 35mm

thick shutters (single leaf).

2.52 Sq.m. 4689.00 Rupees Four Thousand

Six Hundred Eighty

Nine Only

11816.00

Page 5 of 8

Figure Words

SCHEDULE OF WORKS

AMOUNT

Rs. P


Qty.

Unit

20 PVC Door Shutter-30 mm thick:

Supplying fitting and fixing P.V.C. door shutter of

approved quality & shade in position, the style &

rail of the P.V.C. door shutter will be made of

rigid P.V.C. multicavity hollow chamber of 59

mm x30 mm section with 2.0 mm (+/-0.2 mm)

wall thickness.Horizontal & vertical section shall

be fixed to each other by self tapping screws

and 1 solid polymeric or M.S. galvanised tubular

'L' shaped bracket 100mm x 200mm in each

corner of the shutter frame for placing hinges.

Polymer based multicavity hollow section of 120

mm x30mm with 2.0 mm (+/- 0.2 mm) wall

thickness will be fitted in the middle, reinforced

by solid polymer bar of 200 mm long at both

ends and screws from both sides as lock rail.

The section frame will then be fitted in by PVC

panels of size 100 mmx25 mm with wall

thickness of 1.2 mm (+/- 0.2 mm) and 2 nos. of

6 mm dia bright rod will be inserted horizontally

with both side check and nut system and

stretches where fixing of hinges / hasp bolt /

tower bolt / door ring are required to be strong

enough to with stand wear and tear. The rate is

inclusive of cost of all materials, labour, and hire

of tools and plants and appliancesi/c carriage of

all materials taxes and all other incidental

charges complete.

1.58 Sq.m. 2149.00 Rupees Two Thousand

One Hundred Forty

Nine Only

3395.00

21 Supplying fitting and fixing in position approved

P.V.C. door frame (Matt finish) made of

extruded P.V.C. multichamber hollow section

having dimensions 60mm x 50mm x 2mm (+/-

0.2mm), horizontal section will be joined with

vertical section by galvanised steel screws after

inserting two number steel brackets as

reinforcement making suitable space for placing

hinges, one steel tube 40mm x 20mm x 1.20

mm will be inserted on one full vertical side of

the frame (hinge side) as reinforcement, the

frame will then be fixed in the opening with the

help of P.V.C. expandable fastner/wooden

gutties and galvanised steel screws including

cost of all materials and labour, hire charges of

tools and appliances, carriage of all materials,

taxes and all other incidental charges complete.

5.00 Mtr. 282.00 Rupees Two Hundred

Eighty Two Only

1410.00

22 Supplying, fitting and fixing M.S. clamps for

door and window frame made of flat bent

bar, end bifurcated with necessary screws

etc. by cement concrete(1:2:4) as per

direction. (Cost of concrete will be paid

separately) (b) 40mm X 6mm, 200mm

Length.

12.00 Nos. 28.00 Rupees Twenty Eight

Only

336.00

Page 6 of 8

Figure Words

SCHEDULE OF WORKS

AMOUNT

Rs. P


Qty.

Unit

23 Iron butt hinges of approved quality

fitted and fixed with steel screws, with

ISI mark. (vi) 100mm. X50mm. X

1.25mm.

10.00 Nos. 48.00 Rupees Forty Eight

Only

480.00

24 Iron hasp bolt of approved quality fitted

and fixed complete (oxidised) with 16mm

dia rod with centre bolt and round fitting.

(c) 300mm long.

1.00 No. 193.00 Rupees One Hundred

Ninety Three Only

193.00

25 Anodised aluminium barrel / tower / socket

bolt (full covered) of approved

manufactured from extruded section

conforming to I.S. 204/74 fitted and fixed

with cadmium plated. (vi) 200mm long x

10mm dia. bolt..

3.00 Nos. 91.00 Rupees Ninety One

Only

273.00

26 Anodised aliminium D-type handle of

approved quality manufactured from

extruded section conforming to I.S.

specification (I.S. 230/72) fitted and fixed

complete: (a) With continuous plate base

(Hexagonal/ Round rod). (vi) 150 mm grip

x 10 mm dia rod.

6.00 Nos. 111.00 Rupees One Hundred

Eleven Only

666.00

27 Collapsible gate with 40mm x 40mm x

6mm Tee as top and bottom guide rail,

20mm x 10mm x 2mm vertical channels

100mm apart in fully stretched position

20mm x 5mm M.S. flats as collapsible

bracings properly rivetted and washered

including 38mm steel rollers including

locking arrangements, fitted and fixed in

position with lugs set in cement concrete

and including cutting necessary holes,

chasing etc. in walls, floors etc. and

making good damages complete.

2.52 Sq.m. 3726.00 Rupees Three

Thousand Seven

Hundred Twenty Six

Only

9390.00

28 Priming one coat on timber or plastered

surface with synthetic oil bound primer of

approved quality including smoothening

surfaces by sand papering etc.

32.60 Sq.m. 41.00 Rupees Forty One Only 1337.00

28.1 Priming one coat on steel or other metal




20.88 Sq.m. 31.00 Rupees Thirty One Only 647.00

29 Painting with best quality synthetic enamel

paint of approved make and brand

including smoothening surface by sand

papering etc. including using of approved

putty etc. on the surface, if necessary : (a)

On timber or plastered surface : With other

than hi-gloss of approved quality - (iv)

Two coats (with any shade except white).

32.60 Sq.m. 80.00 Rupees Eighty Only 2608.00

29.1 (b) On steel or other metal surface : With

other than hi-gloss of approved quality -

(iv) Two coats (with any shade except

white).

20.88 Sq.m. 77.00 Rupees Seventy Seven

Only

1608.00

Page 7 of 8

Figure Words

SCHEDULE OF WORKS

AMOUNT

Rs. P


Qty.

Unit

30 Supplying, fitting and fixing glass

reinforced polyester translucent fiber sheet

300mm wide in half round gutter in roof as

per IS: 12866 - 1989 fitted and fixed with

50 X 6mm MS Clamp with necessary bolts

and nuts, screws and jointing material

complete as per direction of Engineer - in -

Charge. a) 1.6mm +/- 0.2 mm thick sheet.

i) Natural white or tinted blue colour.

12.60 Mtr. 921.00 Rupees Nine Hundred

Twenty One Only

11605.00

31 Supplying, fitting and fixing G.I. pipes of

TATA make with all necessary

accessories, specials viz. socket, bend,

tee, union, cross, elbo, nipple, longscrew,

reducing socket, reducing tee, short piece

etc. fitted with holder bats clamps,

including cutting pipes, making threads,

fitting, fixing etc. complete in all respect

including cost of all necessary fittings as

required,jointing materials and two coats of

painting with approved paint in any position

above ground. (Payment will be made on

the centre line measurements of total pipe

line including all specials. No separate

payment will be made for accesories,

specials. Payment for painting will be

made seperately) (A) For Exposed Work.

(d) (ii) 32 mm dia. medium quality.

25.00 Mtr. 408.00 Rupees Four Hundred

Eight Only

10200.00

448912.00Total estimated cost in Figures


____________________________________

Signature of the Agency with full postal

address & contact no. if any.

____________________________________


In Word Rupees Four Lakh Forty Eight Thousand Nine Hundred

Twelve Only

Recovery Rate of Departmental Issued Materials.

Cement :- Rs. 8,100Per M.T.

Steel :- Rs. 53,900Per M.T.

Page 8 of 8

9597.00

Figure Words

1 M.S.or W.I. Ornamental grill of approved design

joints continuously welded with M.S, W.I. Flats

and bars of windows, railing etc. fitted and fixed

with necessary screws and lugs in ground floor.

(Add extra @ 1% for each addl. floor upto 4th

floor and @ 1.25% for each addl. floor above

4th floor) (i) Grill weighing above 10 Kg./sq.mtr

and up to 16 Kg./sq. mtr. (i) Ground Floor.

3.896 Qntl. 8247.00 Rupees Eight Thousand Two

Hundred Forty Seven Only

32130.00

1.1 (ii) 1st Floor. 5.05 Qntl. 8329.47 Rupees Eight Thousand

Three Hundred Twenty Nine

And Forty Seven Paise Only

42064.00

1.12 (iii) 2nd Floor. 5.95 Qntl. 8411.94 Rupees Eight Thousand Four

Hundred Eleven And Ninety

Four Paise Only

50051.00

1.13 (iv) 3rd Floor. 5.781 Qntl. 8494.41 Rupees Eight Thousand Four

Hundred Ninety Four And

Forty One Paise Only

49106.00

1.14 (v) 4th Floor. 2.283 Qntl. 8576.88 Rupees Eight Thousand Five

Hundred Seventy Six And

Eighty Eight Paise Only

19581.00

2 Supplying, fitting and fixing Stainless Steel

railing consist of 38mm dia and 900mm height

vertical balustrade at every two alternative

steps, 50mm dia top rail, 3 (three ) nos 19mm

dia horizontal Strainless steel pipe and

base/cover plate with Strainless Steel GRADE

304 containing 7.5% nickle (Interior Grade)

Brushed/Mat finish, complete as per direction of

the Engineer-incharge. Weight of Strainless

Steel railing per metre 6.5 Kg (approx).

37.00 Mtr. 7754.00 Rupees Seven Thousand

Seven Hundred Fifty Four

Only

286898.00

479830.00

Issued to :………………………………………………………………………………………………………………………………..

Specific priced schedule of probable items with approximate quantities for the work of : Construction of Office

Building for Commercial Taxes Directorate at Ailakandi (4 Storied Structural Porition) (Balance work - Phase - II) in

the district of Bankura during the year 2015-16. (Ch to - 4059 / 2015-16).

N.I.T. No.: 21 of 2015 – 16 of Executive Engineer, Bankura Division, P.W.D. Sl. No. 2

Total estimated cost in Figures

SCHEDULE OF WORKS


Time for completion: 30 (Thity)Days.

AMOUNT

Rs. P

Estimated RateDescription of work


____________________________________



____________________________________


Sl. No. No.or

Qty.

Unit

In Word Rupees Four Lakh Seventy Nine Thousand Eight Hundred Thirty Only




Page 1 of 1

6444.00

Figure Words

1 Excavation in Hard Rock (blasting

prohibited) :

Excavation for roadway in hard rock

(blasting prohibited) with rock breakers

including breaking rock, loading in tippers

and disposal within all lifts and lead upto

1000 metres, trimming bottom and side

slopes in accordance with requirements of

lines, grades and cross sections as per

Clause 301 of Specifications for Road &

Bridge Works of MoRT&H (5th Revision).

(Mode of measurement: pre works and

post works).

343.98 Cu.m. 435.31 Rupees Four Hundred

Thirty Five And Thirty

One Paise Only

149738.00

2 Excavation for Structures

Earth work in excavation of foundation of

structures as per drawing and technical

specification, including setting out,

removing, spreading or stacking of spoils

within a lead of 150 m. as directed and

including trimming the sides of the

trenches, leveling, dressing and ramming

the bottom, and backfilling with approved

material complete as per direction of the

Engineer-in-Charge . IV In Hard rock

(requiring blasting) including cost of hire &

operational charges of air compressor with

necessary accessories and cost of all

necessary blasting materials. (ii) Without

pumping out water.

439.73 Cu.m. 57.57 Rupees Fifty Seven

And Fifty Seven Paise

Only

25315.00

3 Carrige of exavated materials by blasting

including loading and unloading within a

lead of 5.00 Km. etc. as per direction of

the Engineer-in-Charge.

783.71 Cu.m. 187.75 Rupees One Hundred

Eighty Seven And

Seventy Five Paise

Only

147142.00

322195.00

Issued to :………………………………………………………………………………………………………………………………..

Specific priced schedule of probable items with approximate quantities for the work of : Construction of Sports

Academy at Khatra, Bankura District - Cutting of Hard rock for making ground to provide desire depth of earth at Plot

No. - 105 under Bankura Division, PWD during the year 2015-16. (Ch to - 2204 / 2015-16).



SCHEDULE OF WORKS


Time for completion: 15 (Fifteen)Days.

AMOUNT

Rs. P



____________________________________



____________________________________


Sl. No. No.or

Qty.

Unit

In Word Rupees Three Lakh Twenty Two Thousand One Hundred

Ninety Five Only




Page 1 of 1

6379.00

Figure Words

1 Supplying, fitting and fixing PVC pipes of

approved make of (medium duty)

conforming to ASTMD - 1785 and

threaded to match with GI Pipes as per IS :

1239 (Part - I). with all necessary





including cutting pipes, making

threads,fitting, fixing etc. complete in all

respect including cost of all necessary

fittings as required,jointing materials and

two coats of painting with approved paint in

any position above ground. (Payment will

be made on the centre line measurements

of total pipe line including all specials. No

separate payment will be made for

accesories, specials. Payment for painting

will be made seperately) (a) For Exposed

Work PVC Pipes. (i) 32 mm.


Forty Nine Only

35856.00

2 Constructing Inspection pit of inside

measurement 600mm X 600mm X upto

600mm (depth) with 250 mm thick 1st.

class brick work in cement mortar (1:4) on

all sides, bottom of the pit consisting of

100 mm thick cement concrete (1:3:6) with

stone chips over a layer of jhama brick flat

soling,15 mm thick (1:4) cement plaster to

inside walls and out-side walls upto G.L.

and 20 mm.thick (1:4) plaster to bottom of

the pit, providing necessary invert with

cement concrete (1:3:6) with stone chips

as per direction, neat cement finishing to

entire internal surfaces, top of the pit

covered with 100 mm thick R.C.C. slab

(1:1.5:3) with stone chips and necessary

reinforcements upto 1% and shuttering

including 6 mm thick cement plaster (1:4)

in all external surfaces of the slab and one

560 mm dia. R.C.C. manhole cover of

approved make supplied, fitted and fixed in

the slab with necessary fittings, necessary

earthwork in excavation in all sorts of soil,

filling sides of the pit with earth and

removing spoils after work complete in all

respect with all costs of labour and

materials.

i) With Pakur variety.

3.00 Nos. 7180.00 Rupees Seven

Thousand One

Hundred Eighty Only

21540.00

Sl. No. No.or

Qty.

Unit

Issued to :………………………………………………………………………………………………………………………………..

Specific priced schedule of probable items with approximate quantities for the work of : Repair, renovation and

beautification of the Susunia Youth Hostel- Balance work of Sanitary & Plumbing works including Stainless Steel

railing in the district of Bankura during the year 2015-16. (Ch to - Deposit / 2015-16).


SCHEDULE OF WORKS


Time for completion: 15 (Fifteen)Days.

AMOUNT

Rs. P


Page 1 of 2

Figure Words

Sl. No. No.or

Qty.

Unit

SCHEDULE OF WORKS

AMOUNT

Rs. P


3 Supplying, fitting and fixing pillar cock of

approved make. e) (i) CP Centre hole

Basin mixture with regular spout without

popup waste system with 450 mm long

braided hoses. (Equivalent to Code No.

5167(B) & Model - FLORENTINE of

JAQUAR or similar brand).

3.00 Nos. 3188.00 Rupees Three

Thousand One

Hundred Eighty Eight

Only

9564.00

4 Supplying, fitting and fixing shower of

approved brand and make. (b) Chromium

plated Rose shower with revolving joint

and 150 mm long shower arm (Equivalent

to Code No. 5489 & Model - Florentine of

Jaquar or similar brand).

3.00 Nos. 1819.00 Rupees One Thousand

Eight Hundred Nineteen

Only

5457.00

5 Supplying, fitting and fixing gunmetal

wheel valve of approved brand and make

tested to 21 kg per sq. cm. (for water lines

only). (vii) 25 mm dia.

3.00 Nos. 963.00 Rupees Nine Hundred

Sixty Three Only

2889.00

6 Supplying, fitting & fixing approved patent

vent cowl I.C.I. conforming to I.S.S and

painting two coats to the exposed surface

with approved paint complete. (Payment of

Painting will be paid seperately). (i) 100

mm dia.

4.00 Nos. 427.00 Rupees Four Hundred

Twenty Seven Only

1708.00

7 Supplying, fitting and fixing Stainless Steel

railing consist of 38mm dia and 900mm

height vertical balustrade at every two

alternative steps, 50mm dia top rail, 3

(three ) nos 19mm dia horizontal Strainless

steel pipe and base/cover plate with

Strainless Steel GRADE 304 containing

7.5% nickle (Interior Grade) Brushed/Mat

finish, complete as per direction of the

Engineer-incharge. Weight of Strainless

Steel railing per metre 6.5 Kg (approx).

31.20 Mtr. 7754.00 Rupees Seven

Thousand Seven

Hundred Fifty Four Only

241925.00

318939.00

In Word Rupees Three Lakh Eighteen Thousand Nine Hundred

Thirty Nine Only





____________________________________



____________________________________



Page 2 of 2

6657.00

Figure Words

1 Dismantling R.C. floor, roof, beams etc.

including cutting rods and removing

rubbish as directed within a lead of 75 m.

including stacking of steel bars. (a) In



Nine Hundred Seventy

Five Only

4914.00

2 Dismantling all types of plain cement

concrete works, stacking serviceable

materials at site and removing rubbish as

directed within a lead of 75 m In ground

floor including roof. (b) Above 150 mm.

thick.


Four Hundred Thirty

One Only

2790.00

3 Cleaning the concrete surface by removing

dirt and debris, marking defective locations

and removing loose concrete by careful

stripping untill hard surface is exposed,

cutting the concrete to regular shape, wire

brushing the exposed surface and

removing debris from site complete as per

direction of the Engineer - in - Charge.

31.50 Sq.m. 96.00 Rupees Ninety Six Only 3024.00

4 Cleaning the exposed reinforcement

preferably upto full diameter by wire brush,

applying two coats of polymer based rust

removing compound left for 24 hours,

removing the coating and then applying

two (2) coats of polymer modified anti

corrosive protective coating formulated to

inhibit the corrosion of reinforcement as

per manufacturer's specification] [Mode of

measurement:The affected surface area of

reinforcement shall be considered for

payment].

4.64 Sq.m. 915.00 Rupees Nine Hundred

Fifteen Only

4246.00



(including mixed soil but excluding laterite

or sandstone) including removing,

spreading or stacking the spoils within a

lead of 75 m. as directed. The item

includes necessary trimming the sides of

trenches, levelling, dressing and ramming

the bottom, bailing out water as required

complete. (a) Depth of excavation not

exceeding 1,500 mm.


Thousand Forty Seven

Only

298.00

6 Single Brick Flat Soling of picked jhama

bricks including ramming and dressing bed

to proper level and filling joints with local

sand.


Eight Only

6314.00

Sl. No. No.or

Qty.

Unit

Issued to :………………………………………………………………………………………………………………………………..

Specific priced schedule of probable items with approximate quantities for the work of : Repair and renovation of

office of the Bankura Sub-Division-II,PWD including Stair Case and drain and other allide works under Bankura

Division, PWD during the year 2015-16. (Ch to - 2059 / 2015-16).


SCHEDULE OF WORKS


Time for completion: 30 (Thirty) Days.

AMOUNT

Rs. P


Page 1 of 9

Figure Words

Sl. No. No.or

Qty.

Unit

SCHEDULE OF WORKS

AMOUNT

Rs. P


7 Ordinary Cement concrete (mix 1:2:4) with

graded stone chips (20 mm nominal size)

excluding shuttering and reinforcement,if

any, in ground floor as per relevant IS

codes.(d) With local hard blackstone

variety chips (crusher broken).

1.913 Cu.m. 4881.00 Rupees Four Thousand

Eight Hundred Eighty

One Only

9337.00

8 Ordinary Cement concrete (mix 1:1.5:3)

with graded stone chips (20 mm nominal

size) excluding shuttering and

reinforcement if any, in ground floor as per

relevant IS codes. (ii) With local hard

blackstone variety chips (crusher broken).


Six Hundred Ninety

Three Only

15445.00

9 Hire and labour charges for shuttering with

centering and necessary staging upto 4 m

using approved stout props and thick hard

wood planks of approved thickness with

required bracing for concrete slabs, beams

and columns, lintels curved or straight

including fitting, fixing and striking out after

completion of works (upto roof of ground

floor) (When the height of a particular floor

is more than 4 m the equivalent floor

height shall be taken as 4 m and extra for

works beyond the initial 4 m ht. shall be

allowed under 12 (e) for every 4 m or part

thereof) (a) 25 mm to 30 mm thick wooden

shuttering as per decision & direction of

Engineer-In- Charge.


Forty Three Only

8043.00



distribution bars, stirrups, binders etc initial

straightening and removal of loose rust (if

necessary), cutting to requisite length,

hooking and bending to correct shape,

placing in proper position and binding with

16 gauge black annealed wire at every

intersection, complete as per drawing and

direction. (a) For works in foundation,

basement and upto roof of ground

floor/upto 4 m (i) Tor steel/Mild Steel.


Thousand Seven


Only

16435.00

11 Brick work with 1st class bricks in cement

mortar (1:6) (a) In foundation and plinth.0.625 Cu.m. 4835.00 Rupees Four Thousand

Eight Hundred Thirty

Five Only

3022.00






scaffolding/staging where necessary

(Ground floor).[Excluding cost of chipping

over concrete surface] (i) With 1:6 cement

mortar. (C) 15 mm thick plaster.


Forty Three Only

14264.00

Page 2 of 9

Figure Words

Sl. No. No.or

Qty.

Unit

SCHEDULE OF WORKS

AMOUNT

Rs. P


13 Applying Exterior grade Acrylic primer of

approved quality and brand on plastered or

cencrete surface old or new surface to

receive decorative textured(matt finish) or

smooth finish acrylic exterior emulsion

paint including scraping and preparing the



direction of the EIC. In Ground Floor: (a)

One Coats.


Thousand Four

Hundred Four Only

1685.00

14 Protective and Decorative Acrylic exterior

emulsion paint of approved quality, as per


direction of EIC to be applied over acrylic

primer as required. The rate includes cost

of material, labour, scaffolding and all

incidental charges but excluding the cost

of primer. In Ground floor (Two Coat). a)

Normal Acrylic Emulsion.


Only

3614.00

15 M.S.or W.I. Ornamental grill of approved

design joints continuously welded with

M.S, W.I. Flats and bars of windows,

railing etc. fitted and fixed with necessary

screws and lugs in ground floor. (Add extra

@ 1% for each addl. floor upto 4th floor

and @ 1.25% for each addl. floor above

4th floor) (i) Grill weighing above 10

Kg./sq.mtr and up to 16 Kg./sq. mtr. (i)

Ground Floor.

3.57 Qntl. 8247.00 Rupees Eight

Thousand Two

Hundred Forty Seven

Only

29442.00

16 (b) Priming one coat on steel or other

metal surface with synthetic oil bound

primer of approved quality including

smoothening surfaces by sand papering

etc.

47.96 Sq.m. 31.00 Rupees Thirty One Only 1487.00

17 Painting with best quality synthetic enamel

paint of approved make and brand

including smoothening surface by sand

papering etc. including using of approved

putty etc. on the surface, if necessary : (b)

On steel or other metal surface : With

other than hi-gloss of approved quality -

iv) Two coats (with any shade except

white).

47.96 Sq.m. 77.00 Rupees Seventy Seven

Only

3693.00

17.1 (a) On timber or plastered surface : With

other than hi-gloss of approved quality-(iv)

Two coats (with any shade except white).

5.72 Sq.m. 80.00 Rupees Eighty Only 458.00

18 Neat cement punning about 1.5mm thick in

wall,dado,window sill,floor etc.

NOTE:Cement 0.152 cu.m per100 sq.m.

43.00 Sq.m. 38.00 Rupees Thirty Eight

Only

1634.00

Page 3 of 9

Figure Words

Sl. No. No.or

Qty.

Unit

SCHEDULE OF WORKS

AMOUNT

Rs. P


19 Supplying, fitting and fixing 18 mm. to 22

mm. thick kota stone slab in wall, dado in

15 mm thick [avg] cement mortar (1:3)

including making suitable arrangement to

hold the stone properly by brass / copper

hooks including pointing in cement mortar

(1:2) (1 cement : 2 marble dust) with

admixture of pigments matching the stone

shade, including grinding and polishing all

complete as per direction of Engineer-in-

charge including cost of materials, labour,

scaffolding, staging, curing complete.

[Using cement slurry for bedding @4.4

kg/Sq.m and for jointing @1.8 kg/Sq.m].


Two Hundred Seventy

Seven Only

31925.00

20 Supplying, fitting & fixing 1st quality

Ceramic tiles in walls and floors to match

with the existing work & 4 nos. of key

stones (10mm) fixed with araldite at the

back of each tile & finishing the joints with

white cement mixed with colouring oxide if

required to match the colour of tiles

including roughening of concrete surface,

if necessary or by synthetic adhesive &

grout materials etc. (B) Wall: With Sand

Cement Mortar (1:3) 15 mm thick & 2 mm

thick cement slurry at back side of tiles

using cement @ 2.91 Kg/Sq.m & joint

filling using white cement slurry @

0.20kg/Sq.m. (a) Area of each tile upto

0.09 Sq.m. (i) Coloured decorative.

12.00 Sq.m. 836.00 Rupees Eight Hundred

Thirty Six Only

10032.00

21 Panel shutters of door and window, as per

design (each panel consisting of single

plank without joint), including fitting and

fixing the same in position but excluding

the cost of hinge and other fittings. In

ground floor. (In case of non-supply of

single plank, penal rate of reduction of

20% will be made) (iv) 25mm thick shutters

with 12mm thick panel of size 30 to 45 cm.

(b) Sishu, Gamar, Champ,Badam,Bhola,

Mogra, Hallak.

2.20 Sq.m. 2396.00 Rupees Two Thousand

Three Hundred Ninety

Six Only

5271.00

22 Priming one coat on timber or plastered




5.72 Sq.m. 41.00 Rupees Forty One Only 235.00

Page 4 of 9

Figure Words

Sl. No. No.or

Qty.

Unit

SCHEDULE OF WORKS

AMOUNT

Rs. P


23 Supplying, fitting and fixing fibre reinforced

polymer (FRP) Composite door frame as

per approved section with glass fibre

reinforced plastic moulded skins and a

special sandwich core, so as to impart

monolitaheic composite structure as per

approved technology of Department of

Science and Technology (DST) to safisfy

IS: 4020 door testing performance criteria..

(ii) 66mm x 90mm.

4.95 Mtr. 586.00 Rupees Five Hundred

Eighty Six Only

2901.00

24 Supplying, fitting & fixing fibre reinforced

polymer (FRP) Composite door shutters as

per approved design with glass fibre

reinforced plastic moulded skins and a

special sandwich core, so as to impart

monolitaheic composite structure as per

approved technology of Department of

Science and Technology (DST) to satisfy

IS:4020 door testing performance criteria.

(i) 32 mm thick.

1.575 Sq.m. 3263.00 Rupees Three

Thousand Two

Hundred Sixty Three

Only

5139.00

25 Construction of septic tank of different

capacities as per approved drawing with 1st

class brick work in cement mortar (1:4) including

two 560 mm dia. R.C.C. manhole cover(heavy

type)of approved make supplied, fitted and fixed

in the 100mm thick R.C.C (1:1.5:3) top slab with

necessary fittings, 20mm thick cement plaster (4

: 1) with neat cement finish to the internal

surfaces and 15 mm thick cement plaster (4 : 1)

to outside wall upto 200 mm below G.L floor

finished with 25 mm thick grey artificial stone

over 100 mm thick R.C.C(1:1.5:3) bottom slab

including supplying, fitting and fixing all necessry

specials, fittings, S.W. tees, C.I. foot rest etc.

including excavation earth in all sorts of soil,

shoring, bailing out and pumping out water as

necessary, ramming, dressing the bed and

fefilling the sides of the tanks with earth,

removing spoils, filling up the chamber with clear

water, removing foreign materials from the

chamber and including constructing attached

inspection pit as per approved drawing and

connecting all necessary pipes, joints etc. with

internal plaster work and artificial stone flooring

is to be done with admixture of water proofing

compound @ 0.5% by weight of cement with all

costs of labour and materials. (iii) For 30 users

A) With Pakur variety.

1.00 Nos. 62362.00 Rupees Sixty Two

Thousand Three

Hundred Sixty Two

Only

62362.00

Page 5 of 9

Figure Words

Sl. No. No.or

Qty.

Unit

SCHEDULE OF WORKS

AMOUNT

Rs. P


26 Constructing Inspection pit of inside

measurement 600mm X 600mm X upto

600mm (depth) with 250 mm thick 1st.

class brick work in cement mortar (1:4) on

all sides, bottom of the pit consisting of

100 mm thick cement concrete (1:3:6) with

stone chips over a layer of jhama brick flat

soling,15 mm thick (1:4) cement plaster to

inside walls and out-side walls upto G.L.

and 20 mm.thick (1:4) plaster to bottom of

the pit, providing necessary invert with

cement concrete (1:3:6) with stone chips

as per direction, neat cement finishing to

entire internal surfaces, top of the pit

covered with 100 mm thick R.C.C. slab

(1:1.5:3) with stone chips and necessary

reinforcements upto 1% and shuttering

including 6 mm thick cement plaster (1:4)

in all external surfaces of the slab and one

560 mm dia. R.C.C. manhole cover of

approved make supplied, fitted and fixed in

the slab with necessary fittings, necessary

earthwork in excavation in all sorts of soil,

filling sides of the pit with earth and

removing spoils after work complete in all

respect with all costs of labour and

materials.

i) With Pakur variety.

2.00 Nos. 7180.00 Rupees Seven

Thousand One

Hundred Eighty Only

14360.00

27 Supplying and laying true to line and level

vitrified tiles of approved brand (size not less

than 600 mm X 600 mm X 10 mm thick) in floor,

skirting etc. set in 20 mm sand cement mortar

(1:4) and 2 mm thick cement slurry back side of

tiles using cement @ 2.91Kg./sqM or using

polymerised adhesive (6 mm thick layer applied

directly over finished artificial stone floor/Mosaic

etc without any backing course) laid after

application slurry using 1.75 Kg of cement per

sqM below mortar only, joints grouted with

admixture of white cement and colouring

pigment to match with colour of tiles / epoxy

grout materials of approved make as directed

and removal of wax coating of top surface of

tiles with warm water and polishing the tiles

using soft and dry cloth upto mirror finish

complete including the cost of materials, labour

and all other incidental charges complete true to

the manufacturer's specification and direction of

Engineer-in- Charge.(White cement, synthetic

adhesive and grout material to be supplied by

the contra conc. (I) With application slurry

@1.75 kg/ Sq.m, 20 mm sand cement mortar

(1:4) & 2 mm thick cement slurry at back side of

tiles, 0.2 kg/ Sq.m white cement for joint filling

with pigment. (A) Deep Colour & White.


Nine Hundred Fifty Only

10969.00

Page 6 of 9

Figure Words

Sl. No. No.or

Qty.

Unit

SCHEDULE OF WORKS

AMOUNT

Rs. P


28 Wood work in door and window frame

fitted and fixed in position complete

including a protective coat of painting at

the contact surface of the frame exluding

cost of concrete, Iron Butt Hinges and M.S

clamps. (The quantum should be correted

upto three decimals). (f) Sishu, Gamar,

Champ, Badam, Bhola, Mogra, Hallak.

0.066 Cu.m. 81778.00 Rupees Eighty One

Thousand Seven

Hundred Seventy Eight

Only

5397.00

29 Supplying, fitting and fixing M.S. clamps for

door and window frame made of flat bent

bar, end bifurcated with necessary screws

etc. by cement concrete(1:2:4) as per

direction. (Cost of concrete will be paid

separately) (b) 40mm X 6mm, 125mm

Length.

12.00 Nos. 22.00 Rupees Twenty Two

Only

264.00

30 Iron butt hinges of approved quality fitted

and fixed with steel screws, with ISI mark.

(iv) 75mm. X 47mm. X 1.70mm.

12.00 Nos. 34.00 Rupees Thirty Four

Only

408.00

31 Anodised aluminium barrel / tower / socket

bolt (full covered) of approved

manufactured from extruded section

conforming to I.S. 204/74 fitted and fixed

with cadmium plated. (ii) 75mm long x

10mm dia. bolt.

8.00 Nos. 55.00 Rupees Fifty Five Only 440.00

32 (A) Iron door ring of approved quality fitted

and fixed with nut and washer complete. (i)

50mm dia.

4.00 Nos. 19.00 Rupees Nineteen Only 76.00

33 Labour for fitting and fixing U.P.V.C. pipes

for above ground work including cost of

jointing materials etc. fitting and fixing all

necessary specials, cutting pipes, cutting

holes in walls or R.C. floor where

necessary and mending good all damages

excluding the cost of masonry or concrete

work, if necessary, but including the cost

and fitting and fixing holder bat clamps

(any floor) or for underground work

including cutting trenches upto 1.5 metre

and refilling the same complete as per

direction of the Engineer-in-charge.

(Payment will be made on centre line

measurement of the total pipeline including

specials. (A)Above ground. (ii) 110 mm

dia.

10.00 Mtr. 57.00 Rupees Fifty Seven

Only

570.00

33.1 (B)Under ground. (ii) 110 mm dia. 50.00 Mtr. 85.00 Rupees Eighty Five

Only

4250.00

34 Supply of UPVC pipes (B Type) & fittings

conforming to IS-13592-1992 (A) (ii)

Double Socketed 3 Meter Length (b) 110

mm.

55.00 Mtr. 375.00 Rupees Three Hundred

Seventy Five Only

20625.00

34.1 (B) Fittings: (iii) Door Tee (b) 110 mm. 10.00 Nos. 233.00 Rupees Two Hundred

Thirty Three Only

2330.00

34.12 x) Bend 87.5º. (b) 110 mm. 10.00 Nos. 143.00 Rupees One Hundred

Forty Three Only

1430.00

34.13 xiv) Cross Tee with Door. (b) 110 mm. 10.00 Nos. 285.00 Rupees Two Hundred

Eighty Five Only

2850.00

Page 7 of 9

Figure Words

Sl. No. No.or

Qty.

Unit

SCHEDULE OF WORKS

AMOUNT

Rs. P


34.14 xv) Vent Cowl. (b) 110 mm. 2.00 Nos. 39.00 Rupees Thirty Nine

Only

78.00

35 Supplying, fitting and fixing G.I. pipes of

TATA make with all necessary





including cutting pipes, making threads,

fitting, fixing etc. complete in all respect

including cost of all necessary fittings as

required,jointing materials and two coats of

painting with approved paint in any position

above ground. (Payment will be made on

the centre line measurements of total pipe

line including all specials. No separate

payment will be made for accesories,

specials. Payment for painting will be

made seperately) (A) For Exposed Work .

(ii) 15 mm dia. medium quality.


Twenty Only

4400.00

36 Supplying, fitting and fixing bib cock or

stop cock. (a) (i) Chromium plated Bib

Cock short body (Equivalent to Code No.

511 & Model - Tropical / Sumthing Special

of ESSCO or similar brand).

3.00 Nos. 689.00 Rupees Six Hundred

Eighty Nine Only

2067.00

36.1 (b) (i) Chromium plated Stop Cock

(Equivalent to Code No. 513(A) & 513(B) &

Model - Tropical / Sumthing Special of

ESSCO or similar band).

4.00 Nos. 629.00 Rupees Six Hundred

Twenty Nine Only

2516.00

37 Supplying,fitting and fixing approved rand

32 mm dia.P.V.C. waste pipe, with PVC

coupling at one end fitted with necessary

clamps. (i) 1050 mm long.

2.00 Nos. 107.00 Rupees One Hundred

Seven Only

214.00

38 Dismantling E.P. or Anglo-Indian W.C. 1.00 No. 45.00 Rupees Forty Five Only 45.00

39 Supplying, fitting and fixing Anglo-Indian

W.C. in white glazed vitreous china ware

of approved make complete in position

with necessary bolts, nuts etc. (b) With 'S'

trap (with vent).

1.00 No. 4203.00 Rupees Four Thousand

Two Hundred Three

Only

4203.00

Page 8 of 9

Figure Words

Sl. No. No.or

Qty.

Unit

SCHEDULE OF WORKS

AMOUNT

Rs. P


40 Cleaning rubbish, sludge, weeds scum,

liquid earth, mud etc.etc.from road side

masonary drain/ hume pipe drain/

culvert etc. by mathor labour after

removing concrete.Slab/manhole cover

etc.without damaging the same and

refixing the same properly after

cleaning as necessary and removing

the sludge etc.etc.by using iron

pans,buckets including all labour, tools

& plants including removing the spoils

in dry condition and disposing the

same by truck beyond the road side in

conformity with municipal/corporation

rules for such disposal including

loading into truck and cleaning the

road side in all respects as per

direction of the Engineerin- Charge.

6.00 Cu.m. 292.00 Rupees Two Hundred

Ninety Two Only

1752.00

41 Dismantling H.C.I. pipe with fittings

including melting lead caulked joints. (iii)

100 mm.

50.00 Mtr. 65.00 Rupees Sixty Five Only 3250.00

42 Supplying, fitting and fixing 10 litre P.V.C.

low-down cistern conforming to I.S.

specification with P.V.C. fittings

complete,C.I. brackets including two coats

of painting to bracket etc.

2.00 Nos. 1181.00 Rupees One Thousand

One Hundred Eighty

One Only

2362.00

332866.00

In Word Rupees Three Lakh Thirty Two Thousand Eight Hundred

Sixty Six Only





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Page 9 of 9

6005.00

Figure Words



(including mixed soil but excluding

laterite or sandstone) including

removing, spreading or stacking the

spoils within a lead of 75 m. as

directed. The item includes necessary

trimming the sides of trenches,

levelling, dressing and ramming the

bottom, bailing out water as required

complete.(a) Depth of excavation not

exceeding 1,500 mm.


Thousand Four

Hundred Seven Only

2671.00

2 Filling in foundation or plinth by fine

sand in layers not exceeding 150 mm.

as directed and consolidating same by

through saturation with water ramming

complete. including the cost of supply

of sand. (Payment to be made on

measurement of finished quantity).

5.56 %Cu.m. 50928.00 Rupees Fifty Thousand

Nine Hundred Twenty

Eight Only

2832.00

3 Single brick flat soling of picked jhama

bricks including ramming and dressing

bed to proper level and filling joints

with powdered (a)Earth or local sand.


Eight Only

8778.00

4 Ordinary Cement concrete(Mix 1:3:6)

with graded stone chips(20 mm.size)

excluding shuttering and

reinforcement, if any, in ground floor as

per relevant I.S. Code. d) With Pakur

Variety i) In Ground Floor.


Three Hundred

Fourteen Only

8609.00

5 Ordinary Cement concrete Mix

(1:1.5:3) with graded stone chips(20

mm.size) excluding shuttering and

reinforcement, if any, in ground floor as

per relevant I.S. code.

iv) With local hard black stone variety

chips (crusher broken)


Six Hundred Ninety

Three Only

65470.00

Sl. No. No.or

Qty.

Unit

Issued to :………………………………………………………………………………………………………………………………..

Specific priced schedule of probable items with approximate quantities for the work of : Construction of New

Boundary Wall (Adjecent to Diver rest shed) at Ailakandi PWD Complex in the district of Bankura during the year

2015-16. (Ch to - 2059 / 2015-16). N.I.T. No.:21 of 2015 – 16 of Executive Engineer, Bankura Division, P.W.D. Sl. No. 6

SCHEDULE OF WORKS


Time for completion: 30 (Thirty)Days.

AMOUNT

Rs. P


Page 1 of 3

Figure Words

Sl. No. No.or

Qty.

Unit

SCHEDULE OF WORKS

AMOUNT

Rs. P


6 Hire and labour charges for shuttering

with centering and necessary staging

up to 4 m. using approved stout props

and thick hard wood planks of

approved thickness with required

bracing for concrete slabs, beams,

columns, lintels curved or straight

including fitting, fixing and striking out

after completion of works. (up to roof

of ground floor)

(i) 25 mm. to 30 mm. thick wooden

shuttering as per decision and direction

of Engg.-in- Charge.


Forty Three Only

33834.00



distribution bars, stirrups, binders etc.

including supply of rods, initial

straightening and removal of loose rust

(if necessary), cutting to requisite

length, hooking and bending to correct

shape, placing in proper position and

binding with 16 gauge black annealed

wire at inter-section, complete as per

drawing and direction.

For works in foundation, basement and

upto roof of ground floor/upto 4m.i) Tor

steel/Mild steel.


Thousand Seven


Only

74144.00

8 125 mm. thick brick work with 1st class

bricks in cement mortar (4:1). (i) In

Ground Floor.

80.00 Sq.m. 674.00 Rupees Six Hundred

Seventy Four Only

53920.00






scaffolding / staging where necessary

(Ground floor). [Excluding cost of

chipping over concrete surface.]. i)

With 1:6 cement mortar. b) 15 mm.

thick plaster In Ground Floor


Forty Three Only

21107.00

9.1 ii) With 1:4 cement mortar.

a) 10 mm. thick plaster In 1st Floor.


Thirty One Only

9184.00

Page 2 of 3

Figure Words

Sl. No. No.or

Qty.

Unit

SCHEDULE OF WORKS

AMOUNT

Rs. P


10 Applying Exterior grade Acrylic Primer

of approved quality and brand on

plastered or cencrete surface old or

new surface to receive decorative

textured (matt finish) or smooth finish

Acrylic exterior emulsion paint

including scraping and preparing the



direction of the Engg-in-charge. a)

One Coat. i) In Ground Floor.


Thousand Four

Hundred Four Only

6263.00

11 Protective and decorative Acrylic

exterior emulsion paint of approved

quality, as per manufacturer's

specification and as per direction of

EIC to be applied over acrylic primer as

required. The rate includes cost of

material, labour, scaffolding and all

incidental charges but excluding the

cost of primer. Two Coat a) Normal

Acrylic Emulsion i) In Ground Floor.


Only

13432.00

300244.00

In Word Rupees Three Lakh Two Hundred Forty Four Only





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Page 3 of 3

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