Repairs to Common pool Staff Quarters Campus at Pardi, Dist.Valsad (Construction and Repair of New Drainage Line inside whole Campus and Compound Wall etc.)

Name of work :-

Repairs to Common pool Staff Quarters Campus at Pardi, Dist.Valsad (Construction and Repair of New

Drainage Line inside whole Campus and Compound Wall, etc.)

Bill of Quantities

(A) Percentage Rate Tender (Up to INR 50 Cr. )

Memorandum showing items of work to be carried out

Ite Quantity Unit Estimated Total Amount

Ite Quantity Unit Estimated Total Amount

No. Item of work In figure estimated

Rs. Ps. quantities

1 Excavation for foundation upto 1.5 m depth including sorting out and 498.0 cumt 162.56

stacking of useful materials and disposing off the excavated stuff

upto 50 Meter lead.(B) Dense or Hard Soil

2 Providing and laying cement concrete 1:3:6 (1- Cement : 3- Coarse sand : 32.00 cumt 4030.98

6- crushed stone aggregates 20 mm nominal size) and curing complete

including cost of formwork in (A) Wall Caps / Coping

3 Providing erecting and fixing double coated (ISI) water tank of required 10000.00 Ltr. 3.95

capacity each with all necessary fittings and connection etc. complete on

4 Providing and fixing ball cock of approved. quality as directed.(A) Copper 2.00 Nos 189.84

Metal (ii) 50mm dia.

5 Providing, laying and jointing in true line and level 75 mm dia. UPVC 30.00 Rmt. 698.92

SWRType B pipe conforming to IS 13592-1992 with one end plain and

other end socketed with rubbering and fitting conforming to ISI 14735-

1999 of approved make for drainage system pipe line, pipe shall be

6 Providing, laying and jointing in true line and level 110 diametre U.P.V.C 50.00 Rmt. 836.73

(Type B) conforming to IS 13592-1992 with one end plain and other end

socketed with rubber ring, & fittings conforming to ISI 14735-1999 of

7 Providing and fixing screw down bib taps of following size.(B) Brass 7.00 Nos. 186.83

chromium plated screws down Bib Tap. (i) 15mm dia.

8 Providing laying (to level or slopes) and jointing reinforced concrete Light 255.00 Rmt. 665.48

duty non-pressure pipes I.S. class NP2 of the following internal diameter

with collars and butt ends prepared for collar joints including testing of

joints complete.(D) 300mm

9 Providing laying (to level or slopes) and jointing reinforced concrete Light 160.00 Rmt. 1060.59

duty non-pressure pipes I.S. class NP2 of the following internal diameter

with collars and butt ends prepared for collar joints including testing of

joints complete.(E) 450mm

10 Excavation for foundation upto 1.5 m depth including sorting out and 423.00 cumt 162.56

stacking of useful materials and disposing off the excavated stuff

upto 50 Meter lead.(B) Dense or Hard Soil

11 Providing and fixing S.W. gully trap with C.I. grating brick masonry 12.00 Nos 1246.92

chamber and water tight C.I. cover with frame of 300mm x 300mm size

(inside) with standard weight (i) Square mouth traps (B) 150mm x

100mm size P or R type

12 Constructing brick masonry chamber for underground C.I. Inspection 15.00 Nos 3208.77

chamber and bends with briocks having croshing strength not less than

13 Constructing brick masonry chamber for underground C.I. Inspection 17.00 Nos 3916.78

Extra overand bends

items with briocks

for every having

additional croshing

of 0.1M. of partnot less than

thereof 15.00 Nos 242.39

beyond 450mm depth for Brick masonry chamber.(i) for 455mm x

15 Extra over items for every additional depth of 0.1M. of part thereof 15.00 Nos 264.86

beyond 450mm depth for Brick masonry chamber.(i) for 500mm x

16 Removing, Repairing and Refixing Old existing wooden door shutter 10.00 No 1808.91

including repairing the shutter/frame using Randha machine and

replacing old fixture and fastening with new SS 304 grade fixtures like

Hinges, 1 Stoppers, 1 Aldrop , 2 Handle & 1 lock etc. and as directed by

engineer in charge etc comp.

17 Removing, Repairing and Refixing Old existing Main wooden door shutter 2.00 No 4944.96

including fixing New Europa Main Door Lock and repairing the

18 Removing, Repairing and Refixing Old existing wooden window shutter 44.00 No 1380.67

including repairing the shutter/frame using Randha machine and

and fixture and

fixing 35 mmfastening with New

thick shutters Glass and

for Doors, SS 304and

clear 7.50 Sqmt 3592.72

story windows including anodised alluminium butt hinges with necessary

screws. (A) Indian Teak Wood(iii) Partly panelled and partly glazed.

20 Providing and fixing 35 mm thick flush door Single shutter, solid core 8.00 Sqmt 3157.26

with Shutter of Factory made & Stamped I.S 12823 Grade one ,Type one

,melamine faced three layred resin Flushed Door Having Decorative

21 Providing and fixing FRP frame size 100 x 50 mm and 35 mm thick FRP 5.70 Sqmt 2547.22

depress panel Single shutter having extra reinforcement on sides & edges

in Gel coat finish.The core of the shutter & frame is to be filed up with

injected fire retradat grade polyurethene foam done in situ along with

embeded wooden pieces for stiffening & also taking hinges &

fintures.The whole FRP frame & shutter is to be waterproof,

weatherproof ,termite proof & resistance to mild acid/alkali.Rates are to

be inclusive of S.S hinges with necessary screws & alluminum fixtures &

fastenings & fartener sleeve.Colour and Shade approved by Engineer-In-

22 Excavation for foundation upto 1.50 mt depth including sorting out and 94.00 Cmt 117.08

stacking of useful materials and disposing the excavated stuff all lead

& lift(A) Loose or soft soil.

23 Excavation for foundation 1.50 mt to 3.00 mt depth including sorting out 22.50 Cmt 162.38

and stacking of useful materials and disposing the excavated stuff upto

50 mt lead (B) Dense or hard soil

24 Providing and laying controlled cement concrete M.150 and curing 12.00 Cmt 3894.07

complete including the cost of formwork but excluding the cost of

reinforcement for reinforced concrete work in (A) Foundations and plinth

Providing and laying controlled cement concrete M.250 and curing 8.00 CMt 4819.72

complete including the cost of form work but excluding the cost of

reinforcement for reinforced concrete work in(A) Foundations, footings,

and Mass concrete. footing

26 Providing and laying controlled cement concrete M-250 and curing 4.50 Cmt 8009.30

complete including the cost of form work but excluding the cost of

reinforcement for reinforced concrete work in (d) columns Up to Plinth

27 Providing and laying controlled cement concrete M-200 and curing 8.00 Cmt 7898.20

complete including the cost of form work but excluding the cost of

reinforcement for reinforced concrete work in Columns, pillars posts and

struts Ground FLOOR

28 Filling available excavated Earth (Excluding Rock) in trench plinth side of 85.50 Cmt 130.39

foundation . in layer not excluding 20 cm in depth consolidation each

deposited layer by ramming and watering etc. complete

29 Providing and laying controlled cement concrete M-250 and curing 7.50 Cmt 5900.42

complete including the cost of form work but excluding the cost of

reinforcement for reinforced concrete work in Ground & Plinth BEAMS

30 Brick work using common burnt clay building bricks crushing strength not 45.00 Cmt 4295.99

less than 35 Kg/Sq.cm. in super structure above plinth level upto floor

two level in cement mortar 1:6 (1cement : 6 fine sand) (B) Conventional

For Ground Floor

31 Providing and laying controlled cement concrete M-200 for RCC work 2.50 Cmt 6523.59

and curing complete including the cost of form work but excluding the

cost of reinforcement for reinforced concrete work in coping on Ground

32 20 mm Thick sand faced cement plaster on walls upto height 10 meters 384.00 Sqmt 300.66

above ground level consisting of 12 mm Thick backing coat of c.m. 1:3 (1

cement : 3 sand) and 8 mm Thick finishing coat of c.m. 1:1 (1 cement :

sand) with 18mm wide x10mm deep Groves at juction of structure

member etc. complete.

33 Removing dry or oil bound distemper by a washing and scraping and sand 283.50 Sqmt 12.32

papering the wall surface smooth including necessary repairs to scratches

34 Wall Painting (Two coats) with weather proof acraylic emulsion (Apex or 682.50 Sqmt 114.53

equivalent type) paint of approved brand and manufacture and of

required shade on exterior wall surface to give an even shade over and

including primery coat with Alkaly resistance primer of approved brand

after thoroughly brushing surface to remove all dust and remains of

loose powdered material etc. copm. for all height

Rupees Sexteen Lakh Seventy Three Thousand Eight Hundred Seventy Only.

I/We am /are willing to carry out the work at…………% above/below percent (should be written in figures and words) at the

estimated rates mentioned above amount of my/your tender works out as under.

*Estimated Amount *Estimated Amount

put to Tender Rs. 1676150.00 put to Tender Rs.

Deduction …………….. % below………………… Add ………… % above Rs. …………….

1 The Contractor shall be exhibit board as per government circular No.BDG/3277/1657 N dated 26/01/1997 S (M.GUJ) with

detailed specification and details of work and amount Involved at site without any payment as directed by Engineer-In-

2 All work shall be carried out as per public work department hand book and other specifications of Division or as directed.

3 All columns in the Schedule should be filled in ink & the total of the entries in the last column should be struck by Contractor

under his sign.

4 Rates quoted include clearance of site (Prior commencement of work and its close) in all respects and hold good for work

under all condition, site, moisture/ weather etc.

5 The Boards stating the detailed specification & detailes of Work shal be provided by the contractor as per Government

Resolution T.No.1890-240- Dtd.18/11/1990 and directed by contractor at his own cost immediately on recommanding the

6 Testing of Material Shall be done as per the statement attached with specification,The material IS Tested in GERI by

Executive Engineer Surat and Bill for the testing charges shall be paid by Executive Engineer,1% of the Amount put to

7 1% of the Construction Cost Shall be deducted from the bill Amount of the contract as per the Buildig and other

Construction works walfare cess at 1996(Labour and Employment Department Letter No CWA-2004-1831-M(3)Dated

9/12/2005 notification Of Labour & Employment department dt.03/01/2005 & Labou & Employment Department Letter no

8 In Case of RCC items Where there is a change in Grade of Mix or Change as per Actual Mix design the cost of difference of

Cement Difference shall be deducted from the rate of original item at the rate of star rate mentioned in the tender.

9 Contractor are advised to visit site before loading tender rate.

10 Necessary wiring point and drainage point are installed at Site however any modification in electrical installation and

drainage & water supply connection and minor correction to perform experienced in Lab shall be done by contractor at his

Rates are inclusive of all the taxes (Excluding GST),Transport Charges,Octroi duty and storage Charges up to date.

12 The materials Covered for wiring should be got approved from the Engineer Incharge of the work.

13 GST and Income tax TDS will be deducted at a source while making payments of bills.

14 GST will be paid extra as per Govt. amendment.

15 The Materials on the work shall have to be used and carried out as specified in technical note.

I/We hereby Declare that I/we have Visited the site and fully Exquisite myself/ourselves with the local situation regarding

materials,Labour and other factors pertaininfg to work before submitting tender.

I/We hereby Declare that I/we have carefully Studied the condition of Contracts,Detailed Specification and other tender

Document of this work and agree to execute the same accordingly.

Deputy Executive Engineer

Valsad (R&B) Sub-Division

Signature of Bidder

Executive Engineer

Valsad (R&B) Division