Repairs to Circuit House at Valsad Dist.Valsad (Repairs to Compound Wall Drainage Line Sump etc.)

Name of work :-

Repairs to Circuit House at Valsad, Dist.Valsad (Repairs to Compound Wall, Drainage Line, Sump, 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 Dismentling C.I. pipes G.S.W.pipes abd A.C. rain water pipes with fittings 174.5 Rmt. 75.08

and clamps including stacking the materials with all lead and lift ( for any

2 Providing laying and jointing in true line and level 40mm dia. U.P.V.C. Pipe 34.50 Rmt. 148.12

( SCH- 40) for cold water including fittings as approved by Engineer In

Charge. Pipe shall be fixed on the wall with the help of clamp at every two

3 Providing laying and jointing in true line and level 50mm dia. U.P.V.C. Pipe 60.00 Rmt. 195.67

( SCH- 40) for cold water including fittings as approved by Engineer In

Charge. Pipe shall be fixed on the wall with the help of clamp at every two

metre C/C or shall be concelled as directed including necessary fittings

etc. including testing of pipe and joints and fixing the same with adhesive

solvent, including cost of all materials.

4 Providing erecting and fixing double coated (ISI) water tank of required 5000.00 Ltr. 3.95

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

5 Providing and fixing ball cock of approved. quality as directed.(A) Copper 1.00 Nos 189.84

Metal (ii) 50mm dia.

6 Providing, laying and jointing in true line and level 160 diametre U.P.V.C 60.00 Rmt. 831.22

(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 laying (to level or slopes) and jointing reinforced concrete Light 219.00 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

8 Providing, laying and jointing in true line and level 75 mm dia. UPVC 60.00 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

jointed with each other with rubber lubricant, pipe shall be fixed on wall

using of PVC clamp at every 2000 mm c/c or shall be conceled in walss as

directed including necessary fittings such as bends, shoes etc. including

testing of pipes and joints and jointed with adhesive solvent cement

including cost of all materials.

9 Providing, laying and jointing in true line and level 110 diametre U.P.V.C 80.00 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

approved make for drainage system pipe line, pipe shall be jointed with

each other with rubber lubricant, pipe shall be fixed on wall using of PVC

clamp of the size 110 mm diametre x 149 mm length x 145 mm heigh at

every 2000 mm center to center or shall be concealed in walls as directed

including necessary fittings such as bends, shoes etc. including testing of

pipes and joints and jointed with adhesive solvent cement including cost

of all materials.

10 Providing and fixing in PVC SWR cowel went 75mm dia to pipes.(B) 6.00 Nos 15.66

11 Providing and fixing in PVC SWR cowel went 110mm dia to pipes.(B) 4.00 Nos 28.79

12 Providing and laying (two level or slopes) and jointing with stiff mixture of 200.00 Rmt. 518.84

Cement Mortar in proportion 1:1, Salt glazed stone ware pipes of pipes

150mm laying lime concrete 1:5:10 (1-Lime putty :5-Fine samd : 10-

Graded Stone aggregates 40mm nominal size) bedding for stoneware

pipes of following internal diameters with necessary formwork and curing

complete.(B) 150mm dia

13 Providing and fixing S.W. gully trap with C.I. grating brick masonry 9.00 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

14 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

35Kg. Cm2 in C.M. 1:5 precast RCC cover 455mm x 610mm intenal

dimensions with frame (R.C.C. top slabe with 1:2:4 mix (1-cement :2-

coarse sand :4-graded stone aggregate 20mm size) foundation concrete

1:5:10 inside plaster 15mm thick with cement mortar 1:3 finished smooth

with a floating coat of neat cement on walls and bed concrete etc.

complete (i) Inside dimensions 455mmx 610mm and 450mm deep for

single pipe line.

15 Constructing brick masonry chamber for underground C.I. Inspection 10.00 Nos 3916.78

chamber and bends with briocks having croshing strength not less than

35Kg. Cm2 in C.M. 1:5 C.I. cover with frame (Light duty) 455mm x 610mm

intenal dimensions total weight of cover with frame to be not less than

38Kg. (Wt. of cover 23 Kg.) and Wt. of frame 15Kg. ) (R.C.C. top slabe with

1:2:4 mix (1-cement :2- coarse sand :4-graded stone aggregate 20mm

size) foundation concrete 1:5:10 inside plaster 15mm thick with cement

mortar 1:3 finished smooth with a floating coat of neat cement on walls

and bed concrete etc. complete.(i) Inside dimensions 500mmx 700mm

and 450mm deep for single pipe line.

16 Extra over items for every additional depth of 0.1M. of part thereof 15.00 Nos 242.39

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

17 Extra over items for every additional depth of 0.1M. of part thereof 10.00 Nos 264.86

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

18 Excavation for foundation upto 1.5 m depth including sorting out and 133.00 cumt 203.83

stacking of useful materials and disposing off the excavated stuff upto

Meter lead.(A) Loose or soft soil

19 Excavation for foundation upto 1.50 mt depth including sorting out and 88.00 Cmt 203.83

stacking of useful materials and disposing the excavated stuff all lead

& lift(A) Loose or soft soil.

20 Excavation for foundation 1.50 mt to 3.00 mt depth including sorting out 21.00 Cumt 162.56

and stacking of useful materials and disposing the excavated stuff upto

mt lead (B) Dense or hard soil

21 Providing and laying controlled cement concrete M.150 and curing 11.00 Cumt 3894.07

complete including the cost of formwork but excluding the cost of

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

22 Providing and laying controlled cement concrete M.250 and curing 7.50 Cumt 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

23 Providing and laying controlled cement concrete M-250 and curing 4.50 Cumt 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

24 Providing and laying controlled cement concrete M-200 and curing 7.50 Cumt 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

25 Filling available excavated Earth (Excluding Rock) in trench plinth side of 79.50 Cumt 130.39

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

deposited layer by ramming and watering etc. complete

26 Providing and laying controlled cement concrete M-250 and curing 7.00 Cumt 5900.42

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

reinforcement for reinforced concrete work in Ground & Plinth BEAMS

27 Brick work using common burnt clay building bricks crushing strength not 42.00 Cumt 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

28 Providing and laying controlled cement concrete M-200 for RCC work 3.00 Cumt 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

29 Providing TMT Bar FE 500D reinforcement for R.C.C. work including 4155.00 KG 76.22

bending, binding and placing in position complete up to All floor Level

30 20 mm Thick sand faced cement plaster on walls upto height 10 meters 408.00 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.

31 Wall Painting (Two coats) with weather proof acraylic emulsion (Apex or 220.50 Sqmt 12.32

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

32 Wall Painting (Two coats) with weather proof acraylic emulsion (Apex or 628.50 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

33 Constructing,Providing and Fabricating cattle trap using channel section 5.00 Sqmt 5244.93

frame of size ISMC series 100m x 50 mm (Weight 9.20 kg/Rmt) and ISMC

I Section 100 mm x 75mm (Weight 11.50 kg/Rmt) 1mt C/C Intermediate

Support for welding G.I. Pipe at 12 cm of size 50mm dia Heavy duty in a

frame made of channel section of 100mm x 50mm all round including

fixing the urit on prepared chamber of masonary wall using MS hold fast

embeded in masnary wall top as directed by Engineer in charge as per

drawing by necessary arrangement etc.complete.

34 Providing and fixing M.S. grills of required pattern to wooden frames of 810.00 kg 104.04

windows etc. with M.S. flats at required spacings and frame alround,

square or round bars with round headed bolts and nuts or by screws (A)

Rupees Sexteen Lakh Sixty Two Thousand One Hundred Twenty 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. 1662120.00 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 Tender.

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 GWA/2004-

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