IN WARD 09 AREA GOTRI VILLAGES VARIOUS FALIYA AND MAHOLAS TO RESOLVE THE COMPLAIN REGARDING CONATAMINATED WATER PROVIDING AND LAYING OF DI PIPE LINE NETWORK WITH WATER CONNECTION WORK 3RD ATTEMPT

CONATAMINATED WATER PROVIDING AND LAYING OF DI

PIPE LINE NETWORK WITH WATER CONNECTION WORK.(3rd

EXECUTIVE ENGINEER

VADODARA MUNICIPAL CORPORATION

BILL OF QUANTITIES

BILL OF QUANTITIES

1. The bill of Quantities shall be read in conjunction with the Instructions to Bidder,

Conditions of Contract, Technical Specifications and Drawings.

2. The quantities given in the Bill of Quantities are estimated and provisional, and are

given to provide a common basis for bidding. The basis of payment will be the actual

quantities of work ordered and carried out, as measured by the Contractor and verified

by the Engineer and valued at the rates and prices tendered in the priced Bill of

Quantities, where applicable, and otherwise at such rates and prices as the Engineer

may fix within the terms of the Contract.

3. The rates and prices tendered in the priced Bill of Quantities shall, except in so far as

it is otherwise provided under the Contract, include all constructional plant, layout,

supervision, materials, erection, maintenance, insurance, profit, taxes and duties,

togetherwith all general risks, liabilities and obligations set out or implied in the

4.The rates and prices shall be quoted entirely in Indian currency.

5. A rate or prices shall be entered against each item in the Bill Quantities, whether

quantities are stated or not. The cost of Items against which Contractor has failed to

enter a rate or price shall be deemed to be covered by other rates and prices entered in

the Bill of Quantities (in case of Item rate contract).

6. The whole cost of complying with the provisions of the Contract shall be included in the

items provided in the priced Bill of Quantities, and where no Items are provided the cost

shall be deemed to be distributed among the rates and prices entered for the related items

7. General direction and descriptions of work and materials are not necessarily repeated or

summarized in the Bill of Quantities. References to the relevant sections of the contract

documentation shall be made before entering rates or prices against each item in the Bill of

8. The method of completed work of payment shall be in accordance with the specification

for Road and Bridge works. For building works specifications for building are to be

9. Errors will be corrected by the Employer for any arithmetic errors pursuant to Clause

of the Instructions to Bidder.

10. Rock is defined as all materials which, in the opinion of the Engineer, required blasting,

or the use of metal wedges and sledgehammers, or the use of compressed air drilling for its

removal, and which cannot be extracted by ripping with a tractor of at least 150 kw with a

single rear mounted heavy duty ripper.

1 The Contractor shall exhibit a board with detailed specification and details of

work as directed by the Engineer-In-Charge for which no extra payment shall

2 The labour cess will be deducted from the bill amount as per prevailing rules

i.e. 1% of the work done.

3 Income tax TDS will be deducted from the bill amount at a source while making

payments of bills. (Government rules will be applicable)

4 Total value of SD i.e. 5% shall be calculated on Contract Price + GST.

NAME OF WORK : IN WARD-09 AREA GOTRI VILLAGE’S VARIOUS FALIYA

& MAHOLAS TO RESOLVE THE COMPLAIN REGARDING CONATAMINATED

WATER PROVIDING AND LAYING OF DI PIPE LINE NETWORK WITH

WATER CONNECTION WORK.

BILL OF QUANTITY

Item Description Quantity Rate Unit Amount

1 Excavation for pipeline trenche

including all safety provisions using

side rails and stacking excavated stuff

upto a lead of 90 mt. cleaing the site

etc. complete for lifts and strata as

specified in all sorts of soil and soft

murrum.Upto 1.5mt Depth

In all sorts of soil and soft murrum

Upto 1.5mt Depth 6636.00 102.350 Cum.

In all sorts of soil and soft murrum

from 1.5 to 3.0 m Depth 932.00 112.700 Cum.

2 Lowering, Laying and jointing C.I.S &

S Spun pipes suitable for Tyton joints/

Morta lined D.I. pipes of various

classes with CI / MS specials of

following diameter in proper position,

grade and alignment as directed by

Engineer-in- charge including hydraulic

testing etc. comp.

3 Refilling the pipeline trenches incl.

remming, watering, consolidating

desposal of surplus stuff as directed

within a VMC limit. 7568.00 25.300 Cum.

4 Lowering,laying and joining in position

following DI reflux valves, Butterfly

valves, Sluice valves and Air valves

including cost all labour, jointing

material, including nut bolts and giving

satisfactory hydraulic testing, etc.

complete Sluice valve /BF valve

5 Lowering, Laying & Jointing DI

Specials suitable for tyton joints of

following diameter in proper position,

grade andalignment as directed by

Engineer-in-charge including cost of

EPDM rubber ring, cutting & grinding

the pipe, including transportaion,

loading, unloading from store to site of

work, labour, giving hydraulic testing

6 Labour charges for cutting CI/DI pipes

with the help of requisite tools as

directed. 3155.70 1.270 CM.

7 Transporting of pipe of all type and size 135.20

including loading, unloading and

stacking as directed.(Wt.more then

200kg.), Article having weight up to1

MT A) From source of supply to 5 km. 707.455 MT

B) Beyond 5 km.to 50 km. for each 135.20

additional km. 7.188 MT

8 Providing and casting in situ

masscement concrete in 1:4:8 using

black stone crushed metal of size 25mm

to 40mm incl. Consolidation curingetc.

complete. 10.00 3393.000 Cum.

9 Brick work using common burnt clay

building bricks having crushing

strength not less than 35 kg./Sq.Cm. in

foundation and plinth in Cement Mortar

1:6 (1- Cement : 6 -fine sand)(B)

Conventional 10.00 3981.210 Cum.

10 Supplying, cutting, bending, binding &

placing in position Tor steel (Fe 415)

as per plan and design and as per ISS

2502 includingcost of steel and binding

wire upto 6mt. height. 100.00 73.208 MT

11 Providing 10mm thick cement plaster

insingle coat on brick/concrete walls for

interior plastering upto floor two level

and finished even and smooth in

(i)Cement mortar 1:3 (1- cement:3-

sand) including for finishing with a

floating coat of neat cement slurry. 100.00 186.500 SQM

12 Providing & supplying & fixing of steel

beam for supporting precast slab

including one coat of primer and two

coat of anticorrosive paint etc. complete 100.00 85.980 kg.

13 Providing and casting in situ mass

cement concrete in 1:3:6 proportion

using black stone crushed metal of size

12mm to 25mm incl. Consolidation

curing etc. complete.with formwork 10.00 3972.000 Cum.

14 M.S.Specials A) M.S. specials plain &

socket1) upto 300 mm dia. 100.00 96.000 kg.

15 Providing & laying C.I. Rod box of

approximate weight of 13.5 kg. As per

drawing 41.00 620.540 Nos.

16 Breaking existing asphalt road with

necessary tools and equipments as

directed. 540.00 44.640 Sqm.

17 Providing laying and jointing in true

line and level 15mm dia. U.P.V.C. Pipe

( 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 concealed as

directed including necessary fittings

etc. including testing of pipe and joints

and fixing the same with adhesive

solvent, including cost of all

materials.U PVC SCH40 for cold water

18 UPVC Connection Work

Providing and laying UPVC pipe with

fittings like tee,

elbow, etc with solution of following

diameter. A) 15mm 1500.00 21.190 Rmt.

19 Removing of existing Pipeline incl.

removal of specials, valves, jointing

material including carting and stacking

of removed material from site of work

to the department store as directed excl.

excavation and refilling. 80 mm Dia. 10.00 19.550 Rmt.

20 Connection transfer from old CI pipe to

new CI pipe line A) 15mm 10.00 31.250 Nos.

21 Providing and supplying ISI mark G.I.

Pipes with coupling & fittings of B-

class and diameter including taxes,

insurance, loading, unloading,

transportation to departmental stores,

stacking etc.complete (Medium Duty)

including lowering, laying & jointing

pipes with fittings in proper position,

grade and alignment as directed by

Enginer-in-chatge including

conveyance from store to site of work,

labour giving hydraulic testing etc.

complete. A) 15mm 50.00 114.950 Rmt.

22 Providing and supplying ISI mark

stoneware Pipes of class-A and

following diameter including all taxes,

insurance, loading, unloading,

tansportation to site of work, including

lowering, laying and jointing with

cement joint in C.C(1:1) in proper

position, grade and alignment

etc.complete 1) 100 mm 250.00 179.700 Rmt.

23 Removing tiled or stone/paver block

floor laid in mortar including stacking

of serviceble material and disposal of

unserviceble material with all lead and

24 Demolition including stacking of

serviceble materials and disposal of

unserviceble materials with all lead &

lift [i] R.C.C. work 20.00 1020.600 Cum.

25 Laying and fixing of 50mm thick

interlocking paver block as per design

given by Engineer Incharge with 50mm

thick sand bed layer, watering,

compacting paving with compacter by

mechanical compacter etc. complete as

per specification 1520.00 125.491 Sqm.

26 Providing and fixing Pre-cast Rubber

dye interlocking Concrete Block

60mm thick with grade of Concrete

M250 pnumatic Compressed by

Mechanically Pressed and as per

Approved design including 75mm thick 2280.00 680.100 CM

sand layer for leavelling and filling the

joint with sand in proper line and level

27 HS/MS pipe cutting with necessary

tools 1) up to 5 mm thick 10.00 41.400 Rmt.

2) 5 to 10 mm thick 10.00 64.400 Rmt.

3) above 10 mm thick 10.00 82.800 Rmt.

28 HS/MS pipe welding incl. finishing of

joint. 10.00 729.000 Rmt.

29 Removing the Sluice valve as directed

by engineer in charge shifting and

placing the same valve in line and level

as directed by engineer in charge 1)

30 Dewatering by pumping set of required

capacity including temporary platform

carting pumping at site and fixing the

same in position including all

accessories, and fuel and labour etc.

complete. 4800.00 18.320 Hp/hr

31 Filling in plinth with sand under floors

including watering

ramming,consolidation, and dressing

complete. (upto 10 ton) 10.00 300.300 Cum.

32 Box cutting the Road surface to proper

slope and camber for making a base for

road work incl. removing the excavated

stuff and depositing on the road side

slope us directed upto 50 Mt.lead. 950.00 103.170 Cum.

33 Carting of excavated excess soil at

proper place with in municipal limit as

per instruction given by engineer

incharge. 950.00 87.188 Cum.

34 Providing and laying of good quality

material of GSB in proper line,level and

camber (compacted thickness suggested

by engineer incharge) with roller 8-

10MT capacity on GSB as per

specification and instruction by

engineer incharge. 10.00 690.180 Cum.

35 Providing & laying compacted machine 950.00 1103.570

crushed black stone aggregate 250mm

thick wet mix macadam in two layers in

the material with water to OMC in

mecanically mix (pug mill) carriage of

mix material by tipper to site

laying,spreading and compacting in sub

base of compacting power vibrater

roller to achive the desired density

(mechanically laid) etc.complete.as per

technical specification MORTH clause-

36 Compacted Carpeting) Providing and 10.00 3707.310 MT.

laying average 50 mm thick/as

Suggested compacted dense bitumen

macadam carpet using coarse

aggreagete/fine aggregate/filler as per

required gradiation, applying tack coat

at the rate of 5 Kg/10 Sqm. And using

asphalt Viscosity grade 6 Percent by

wt. of mix and mixing by batchmix

process and spreading by paver

finisher and flushing Quarry dust on

B.T. surface at the rate of 0.75 CM/100

SQM including consolidtion etc.

VALVES & SPECIALS-BOQ

Item No Item Description Quantity Rate Unit Amount

1 Providing & supplying of Following Sluice 5.00 11877.00 Nos

Valve Ductile Iron/Spheroidal Graphite

(S.G.) Iron Double flanged resilient seated

Sluice Valves Full bore in accordance with

BS 5163/EN 1074-1&2 of PN-10/16 rated,

with Body and Bonnet of Ductile Iron

confirming to GGG-50/40 or IS 1865 Gr.

(SG 500/7 or SG 400/15), Wedge of WRAS

or DVGWapproved EPDM rubber

(approved for drinking water), Integral

Wedge nut, Shaft of S.S. AISI 420, O rings

of NBR. Body & Bonnet coated with

electrostatically applied epoxy powder

coating to DIN 30677-2 & GSK guidelines

or equivalent to GSK Guideline.Blue colour

RAL 5005/5017 with a coating thickness of

250 microns both inside & outside. Sluice

valve shall be compatible for buried

applications without valve chamber. Face-

to-face dimensions as per BS 5163/EN558

and Flange drilling as per IS 1538. 100%

tight shut-off. Manual operation by Hand

wheel at present but it should be upgrdabale

and suitable for motorized operation by

Electrical Actuator suitable for SCADA

system. (As per ARC approved Drawing)

PN-1.6 Cap operated (PD type short

body)s/v 100 mm

2 Providing and supplying of DI tail pieces for 1778.00 155.00 Kg

sluice valve at store or at site of work

including freight. Loading, unloading,

insurance, inspection charges, octroi and all

taxes etc. complete as per IS-8329-1994

A. Socket & Spigot Type

1) Flange Ended 80 to 300 mm Dia.

3 Providing and supplying at store or site of 7972.00 148.00 Kg

work C.I. special's like tees, bends,

reducers, caps etc. as per IS 1538-1993 with

ISI mark, inclusive of transporting, all taxes,

Insurance, Inspection charges, octroi,

loading and Unloading etc. complete.

1) Up to 300 mm Dia.

4 HSC ON DI PIPE MAINS USING MDPE 843.00 1137.52

PIPES Composite DI Strap Saddle for Di

pipe,SS-304 bodywith SS Strap size-80-

5 Regulating Brass ferrule size-15mm (1/2") 843.00 389.40 Nos.

6 Metal Inserted female threaded adaptorwith 843.00 356.36 Nos.

SS304 material As per ISO 14236-

2000.Pressure rating will be PN 16 size-

7 Double Compression Elbow with 843.00 80.24 Nos.

compression on both side.PN 16 size -

8 U PVC ball valve with compressin / Female 843.00 349.28 Nos.

threaded PN 16 Size 20mm X(1/2")

9 MDPE blue pipe as per ISO 4427,Pressure 4215.00 54.28 Rmt.

Item No Item Description Quantity Rate Unit Amount

Providing and supplying D. I. K-7

grade pipes for following nominal

bore diameter with internal cement

mortar lining including all taxes,

insurance, transportation, freight

charges, octroi, inspection

charges,loading, unloading,

conveyance to departmental stores,

stacking etc. complete. (IS - 8329 /

I/We am/are willing to carry out the work at… ..................... % above/below percent (Should

be written in figures and words) of the estimated rate mentioned above. Amount of my /our

tender works out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

In words In words