ANNUAL RATE CONTRACT FOR PROVIDING & LAYING NEW STORM WATER DRAINS AT DIFFERENT PLACES IN WEST ZONE AREA IN VADODARA CITY. (2nd ATTEMPT)

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,

together with 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 of Work.

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 Quantities.

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.

BILL OF QUANTITIES

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

Item Description of Item (with Quantity Unit Rate In Amount

No brief specification and figures

reference to book of

specifications)

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

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 be

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 excluding GST 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.

WORK NAME: - ANNUAL RATE CONTRACT FOR PROVIDING & LAYING NEW STORM WATER DRAINS AT

DIFFERENT PLACES IN WEST ZONE AREA IN VADODARA CITY.

Item No. Item Description QTY UNIT (Rs. Ps.) (Rs. Ps.)

1 Excavation in bituminous road as per required gradient and line of 1 Cu.mt. 288.65

including safety provisions using rails and stacking excavated stuff

including up to all required lead cleaning the site etc. comp. for all

specified.(GWSSB SOR 22-23/ P.NO.33/ I.NO.2 + 15% Added

2 (a) Demolition of brick work and stone masonry including stacking of 1 Cu.mt. 558.57

serviceble materials and disposal of unserviceble materials with all lead

and lift (ii) In cement mortar.Brick work (R & B SOR-24-25 / P.No. 147 /

Ch.20, Item code:- 20003 B, item no:-20.11)

2 (b) Demolition including stacking of serviceble materials and disposal of 1 Cu.mt. 1073.56

unserviceble materials with all lead and lift (i) R.C.C. work(R &B SOR 24-

25 / P.No.147/ Ch.20, Item code:- 20002, item no:-20.3)

2 (c) Demolistion and disposal of unserviceble materials with all lead and lift. 1 Cu.mt. 537.59

Lime Concrete (for P.C.C. Work)

3 (a) Excavation for pipe line trenches for water supply, sewerage line, 1 Cu.mt. 102.35

manhole etc. all with shoring and struting if required as per required

gradient and line including safety provisions using site rails and stacking

excavated stuff including up to all required lead cleaning the site etc.

complete for all lifts and strata as specified. 0.00 to 1.50 mt. depth.

(GWSSB SOR 22-23/Part 1 & 2 B/ P.NO.32/ I.NO.1(a)(1A.1), (1A.2), (1A.3) (a).

3 (b) 1.50 to 3.00 mt. depth. 1 Cu.mt. 112.70

3 (c) 3.00 to 4.50 mt. depth. 1 Cu.mt. 118.45

4 Providing formwork of ordinary timber planking so as to give a rough 1 Sq. mt. 177.58

finish including centering, shuttering, strutting and propping etc. height of

propping and centering below supporting floor to celiling not exceeding

M. and removal of the same for in situ reinforced concrete and plain

concrete work in.(A) Foundations Footings Bases of Columns etc. Mass

concrete. (R&B SOR : 24-25/Ch.-9/P.No.95 / Item No. 9.1/ Item Code

5 Providing and casting in situ mass cement concrete M-10(approx 1 Cu.mt. 4211.30

correponding to proportion 1:3:6) using graite,quartzite trap metal of size

12mm to 25mm including consolidation,curring etc. complete.

1. Without Formwork

(GWSSB SOR 22-23/ Sec-1C/P.NO.43/I NO.2(2:2) + 15% added

6(a) Providing and casting in grade M-15 (proportions as per mixdesign or as 1 Cu.mt. 5441.80

per table 9 of IS 456 2000 in masses by weigh batching) using granite,

quartzite trap bmetal of size 6 mm to 20 mm for RCC work, including

scaffolding, centering,form work,needle vibrated consolidation ,curing

comp. up to 6 meter depth or height (excluding cost of reinforcement and

neat finishing ) with centering and shuttering etc. comp. for structure for

other than water retaining.

1) Footing (without form work)

(GWSSB SOR 22-23/Sec.-1.C/P.NO.43/I.NO.3 + 15%

6(b) 2) Footing for column or foundation (with form work) 1 Cu.mt. 5641.90

7 Brickwork using common burnt clay building bricks having crushing 1 Cu.mt. 4111.95

strength not less than 35 kg./Sq.cm. in foundation and plinth in cement

mortar 1:5 (1-cement : 5 - fine sand) (A) Conventional (R & B SOR-24-

25/ Ch.6/ P.NO.86/Item No-6.12/ Item code. 06001BA)

8 Providing 10mm thick cement plaster in single coat on brick/concrete 1 Sq.mt. 143.68

walls for interior plastering upto floor two level and finished even and

smooth in. (i)cement mortar 1:3 (1 cement:3 sand)

(R&B SOR-24-25 / Ch.17 /P.No.136, I.No.17.58,Item Code-17001A)

9 Providing and laying cement concrete flooring 1:2:4 (1- cement : 2- 1 Sq.mt. 337.41

coarse sand : 4-stone aggregates 20 mm nominal size) laid in one layer

and finished with a floating coat of neat cement. (B) 50 mm thick

(R&B SOR-24-25 / P.NO129/ item No.14.71, Item code. 14015BA)

10 Providing & supplying in standard length ISI mark rigid unplasticised PVC 1 Rmt. 190.00

pipes suitable for potable water with ringfit joint including cost of rings, as

per IS specification no. 4985/1988 including all local and central taes,

transportatoin, freight charges, inspection charges, loading, unloading

b,conveyance to the departmental stores and includinng cost of jointing

materials etc. complete.4 kg/cm2 (a) 110 mm dia

(GWSSB SOR 22-23/Mat./Part-1A / I.No.3.1(A),(4), P.No.6)

11 Providing & fixing M.S. Grills of required pattern, steel work, welded in 1 quintal 9018.30

built up sections framed work including cutting,hoisting,fixing in position

and applying a priming coat of read lead paint. (A) In beams and joists,

channels angles Tees , flats , with connecting plates or angle cleats as in

main and cross beams. Hip and jack rafters,purlins conncted to common

rafters and the like

(R&B SOR 24-25/P.No.115/ item no.11.4/Item Code .11002AA)

12 Providing and laying rubble for appron (each stone weighting not less 1 Cu.mt. 1056.51

than 40 kg.) including and packing and filling in the interstices with quarry-

spalls.( R& B 2024-25/ Ch. NO.27/Page. No.230/ Item Code. 27015A)

13 Extra lead for transportation of surplus stuff spreading or stacking as 1 Cu.mt. 81.65

directed (removal of excavated stuff from site of U/G sump sewage

pumping station, filter plant etc. completed as per Instructions.

1. upto 5 km.(GWSSB SOR 14-15/Sec.-D/P. NO.143/ I.NO.14(i)) +15%

14 Refilling the pipeline trenches incl. ramming, watering , consolidating 1 Cu.mt. 25.30

disposal of surplus stuff as directed within VMC limit.

(GWSSB SOR 22-23/Labour/Part-1 & 2B/P. NO.40/ I.NO.14(i)) + 15%

15 Providing and supplying poly propylene steps of standard specification, 1 No. 50.00

installation complete as per diraction of engineer incharge (Approved

16 (a) Providing and cast in situ c.c. in grade M-25 proportions of ingredients as 1 Cu.mt. 7710.75

per mix design by weigh batching using granite, quartzite trap metal of

size 12 mm to 20 mm and or 6 mm to 12 mm including scaffolding

centering formwork ,needle vibrated consolidation , curing and hydraulic

testing etc. complete (excluding cost of reinforcement) upto 6 meter

height/ depth Av. G.L. for all water retaining structures. For Bottom Slab/

Floor Slab/ Slab (without shuttering)

(GWSSB SOR : 22-23 / Sec.-1, P.No.44, I.No.(6) + 15%

16 (b) Vertical wall Upto 15 cm.thick ( with shuttering) 1 Cu.mt. 9886.55

16 (c) Vertical wall Above 15 cm and upto 20 cm. (with shuttering) 1 Cu.mt. 9501.30

16 (d) Vertical wall Above 20 cm and upto 25 cm. (with shuttering) 1 Cu.mt. 9206.90

16 (e) Vertical wall Above 25 cm.thick (with shuttering) 1 Cu.mt. 9126.40

16 (f) Columns( with shuttering) 1 Cu.mt. 10574.25

17 Supplying cutting, bending,binding and placing in position steel as per 1 M.T. 89129.60

plan and design and as per ISS 2502 including cost of steel and binding

wire for reserviors/structures only including lift up to 6 meter height or

depth below G.L. for all diameters. Do - deformed (TMT) bars confirming

to relevant IS Fe-500 grade for all diameters.

(GWSSB SOR 22-23/Sec.-1C / P.NO.45 /I.NO.9 (9.4) + 15%

18 (a) Providing and supplying D.I. K-9 grade pipes for following nominal bore 1 Rmt. 1597.00

diameter with internal cement mortar lining inclding all taxes, insurance,

transportation,freight charges, octroi,inspection

charges,loading,unloading,conveyance to departmental stores, stacking

etc.complete. ( IS 8329-2000) (A)150 mm dia

(GWSSB-22-23/,I NO. 1/SEC-A,(ii)PG.NO.5)2.1A

19 (a) Providing and supplying ISI mark C.I.S & S spun pipes for following 1 Rmt. 1757.00

nominal bore diameter with rubber gaskets of following class and

diameter including all taxes ,Insurance, transpotation, freight charges,

octroi, inspection charges, loading, unloading, conveyance to

departmental stores, stacking etc. comp.(IS-1536/1989) (class LA test

pressure 12 kg/sq. cm. (A)150 mm dia

(GWSSB-14-15/ SEC-A,I.NO.1,P.NO.-1)

20 (a) Lowering, laying, and jointing C.I. S&S spun pipes suitable for Tyton joints 1 Rmt. 87.40

/ Mortarlined D.I. pipes of various classes with CI /MS specials of

following diameters in proper position, grade and alignment as directed by

Engineer-in-charge including hydrulic testing etc. comp.

(GWSSB/ SOR-22-23, SEC-B/, I. NO. 6/ PG. NO.36)+15%

21 Providing laying and jointing in true line and level 15 mm dia. U.P.V.C. 1 Rmt. 71.93

pipe (SCH-40) for cold water including fittings make

PRINCE/SUPREME/ASTRAL/FINOLEX or equivalent as approved by

Engineer in Charge.Pipe shall be fixd on the wall with the help of clamp at

every twometre 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.((R&B SOR 24-

25/P.No.168/Item code.23061)

22 Providing laying and jointing in trueline and level 25 mm dia. U.P.V.C. 1 Rmt. 90.93

Pipe (SCH-40) for cold water including fitting make

PRINCE/SUPREME/ASTRAL/FINOLEX or equivalent as approved by

Engineer in chare. 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, inluding cost of all materials.(R&B SOR 24-

25/P.No.168/Item code.23062)

23 Providing laying and jointing in trueline and level 32 mm dia. U.P.V.C. 1 Rmt. 117.97

Pipe (SCH-40) for cold water including fittings make

PRINCE/SUPREME/ASTRAL/FINOLEX or equivalent as approved by

Engineer in Charge. Pipe shall be fixed on the wall with the help of clamp

at every twometre 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, inluding cost of all materials.(R&B SOR 24-

25/P.No.168/Item code.23063)

24(a) Providing and supplying ISI marked only standard length stoneware pipes 1 Rmt. 124.00

in standard lengths of following class and diameter including all taxes,

insurance, freight charges, octrol, inspection charges,loading, unloading,

conveyance to departmental stores, stacking etc.complete.(IS- 651/1989)

Class AA 1) 100 mm dia. Pipe

(GWSSB SOR 22-23/ I.No.11 (11.2)/1&2/P.No.17

24(b) 2) 150 mm dia. Pipe 1 Rmt. 179.00

25(a) Lowering, laying and jointing Stone ware pipes of following diameters 1 Rmt. 66.70

with cement joints in C.M. 1:1 proportion , grade and alignment as

directed by engineer-in-charge including conveyance from stores to site of

work, jointing material etc. comp. 1) 100 mm dia. Pipe

(GWSSB SOR 22-23/Part 1 & 2B/P.No.40 / I.No.12) (2 & 3) + 15%

25(b) 2) 150 mm dia. Pipe 1 Rmt. 101.20

26 Conducting topography survey of the alighnment of the proposed works 1 Km. 10381.35

using total station equipment to capture topographic features including

manmade or natural features in a geo-refereneed manner along and

across the entire route of works. Including recording the GLs and ILs of

the existing water / sewers / manholes: prepare and submit working and

as built drawings with correct levels etc. (presurvey & Post Survey)

27 (a) Providing and supplying ISI standard R.C.C pipes( of sulphate resisting 1 Rmt. 755.00

cement) in standard lengths of following class and diameter suitable for

either collar joints or rubber ring joints including all taxes insurance,

transportation,freight charges, octroi,inspection charges,

loading,unloading,conveyance to deaprtment stores, stacking etc.

complete (IS-458/1989)

(Providing NP3 class spigot and socketed joint pipe on site.) 5) 300 mm

dia. Pipe ( Horizontal Cast)

(GWSSB SOR 22-23/I.No.10.1 (d)) P.No.15)

27 (b) 8) 450 mm dia. Pipe 1 Rmt. 1361.00

27 (c) 10) 600 mm dia. Pipe 1 Rmt. 1946.00

27 (d) 11) 700 mm dia. Pipe 1 Rmt. 2897.00

27 (e) 13) 800 mm dia. pipe 1 Rmt. 3175.00

27 (f) 14) 900 mm dia. pipe 1 Rmt. 3601.00

27 (g) 15) 1000 mm dia. pipe 1 Rmt. 4821.00

27 (h) 17) 1200 mm dia. pipe 1 Rmt. 5899.00

28 (a) Lowering, laying and jointing R.C.C pipes in C.M. 1:1 1/2 of following 1 Rmt. 136.85

diameters in proper position,grade and alignment as directed by Engineer-

in - charge including conveyance from stores to site of work,labour, giving

hydraulic testing as per ISI code. (Laying of NP2/NP3/NP4 class RCC

Pipe) 300 mm dia. Pipe

(GWSSB SOR 22-23/Labour/Part 1&2B/P.NO.39 / I.NO.11/11b) + 15%

28 (b) 450 mm dia. Pipe 1 Rmt. 196.65

28 (c) 600 mm dia. Pipe 1 Rmt. 262.20

28 (d) 700 mm dia. Pipe 2 Rmt. 308.20

28 (e) 800 mm dia. pipe 1 Rmt. 347.30

28 (f) 900 mm dia. Pipe 1 Rmt. 391.00

28 (g) 1000 mm dia. pipe 1 Rmt. 431.25

28 (h) 1200 mm dia. pipe 1 Rmt. 506.00

29 Dewatering by pumping set of required capacity including temporary 1 Hp/Hr 21.07

platform carting pumping at site and fixing the same in position including

all accessories and fuel and labour etc. complete.

(GWSSB SOR 22-23/Misc./Sec.E /Part-2E (Misc.)/ P.No.104/ I.No.1) + 15%

30(a) SFRC storm water frame square in shape shall be made from M-30 grade 1 No. 677.97

concrete as per attached drawing and Specifacations. ( central store

appoved rate by resolution no. 02/21-22)

1. Frame over all opening :- 600 mm x 600 mm

2. Frame over all size :- 900 mm x 900 mm

3. Frame thickness :- 165 mm

4. Greeting over all size :- 730 mm x 730 mm at bottom level

740 x 740 mm at top level

5. Holes :- it has 16 numbers (4x4) of holes with size of

6. M.S. flat of size 90 x 2 mm is welded to all side of grating and all four

sides of frame shall be welded by flat of 25 x 3 mm size.

30 (b) SFRC storm water drain grating 1 No. 932.20

(15Cm ) Thk. Compacted Metal Soling. 1 Sqm 323.00

Preparing of sub base with rolling and watering then providing and laying

of two layer of compacted 15cm thk soling by using good quality of

31 machine cut metal of size 90mm to 45mm with spreading of good quality

of sand as specified including rolling and watering and its all complete as

per specification and instruction by site incharge.(Approved rate Analysis -

Road Project, VMC)

(17.5 Cm.) THK Compacted soling. 1 Sqm 372.00

Preparing of sub base with rolling and watering then providing and laying

of 17.5Cm thkcompacted soling by using good quality of machine cut

32 metal of size 90mm to 45mm with spreading of good quality of sand with

as specified including rolling and watering asnd its all complete as per

specification and instruction by site incharge.(Approved rate Analysis -

Road Project, VMC)

(11 Cm.) THK Compacted soling. 1 Sqm 246.00

Preparing of sub base with rolling and watering then providing and laying

of 11Cm thkcompacted soling by using good quality of machine cut metal

33 of size 90mm to 45mm with spreading of good quality of sand with as

specified including rolling and watering asnd its all complete as per

specification and instruction by site incharge. (Approved rate Analysis -

Road Project, VMC)

(10 Cm.) Thick Compacted Metal Grouting (Including Bitumean). 1 Sqm 379.00

Providing and laying of 10Cm thk compacted metal grouting in two layer

each of 5Cm thck compacted with good quality of metal of size 53mm to

22.4mm by using VG-30 grade bitumean @ of 0.5kg/sq.mt as tack coat

34 on existing surface and 1.5kg/sq.mt on each layer of metal and

spreading B.T.grit @1.3CM/100sqmt and including necessary cleaning of

existing surface, rolling in each layer etc.complete with good quality of

material as per specification and instruction by Engineer. (Approved rate

Analysis - Road Project, VMC)

35(a) Removing of existing pipeline incl. removal of specials, valves jointing 1 Rmt. 70.15

material including carting and stacking of removed material from site of

work to the department store as directed excl. excavation and refilling.

RCC / Pre-stressed concrete pipes, 1) 300 mm dia.

(GWSSB SOR 22-23/Sec.1G-Maint. & Repair/Part 1(G)/(M&R)/P.No.81 &

35 (b) 5) 450 mm dia. Pipe 1 Rmt. 102.35

35 (c) 8) 600 mm dia. Pipe 1 Rmt. 138.00

35 (d) 9) 700 mm dia. pipe 1 Rmt. 155.25

35 (e) 12) 900 mm dia. Pipe 1 Rmt. 196.65

36 (a) Labour charges for cutting pipes with the help of requisite tools and 10 Cm. 3.45

directed. A) R.C.C Pipe/ A.C Pipe, Pipe thickness upto 20 mm

(GWSSB SOR 22-23/Labour/Part-1&2B/P.No. 42 / I.No.18 (b) + 15%

36 (b) Pipe thickness upto 21 to 30 mm 10 Cm. 5.75

36 (c) Pipe thickness upto 31 to 40 mm 10 Cm. 8.05

36 (d) Pipe thickness upto 41 to 50 mm 10 Cm. 9.20

36 (e) Pipe thickness upto 51 to 60 mm 10 Cm. 12.65

36 (f) Pipe thickness upto 61 to 70 mm 10 Cm. 16.10

37(a) Supply at site of precast drains made by advanced precast Technology 1 Rmt. 2380.51

using High Performance self-compacting concrete of C40 / M50 grade

and Fe 500 D grade TMT steel reinforcement bar. U Shape Drain

37(b) U Shape Drain 450 mm x 450 mm (T25) 1 Rmt. 3588.14

37(c) U Shape Perforated Lid 300 mm (T25) 1 Rmt. 1161.86

37(d) U Shape Perforated Lid 450 mm (T25) 1 Rmt. 1903.39

38(a) Unloading, Installation & Jointing of U Shape Drain 300 mm x 300 mm 1 Rmt. 356.78

with jointing materials (T25)

38(b) U Shape Drain 450 mm x 450 mm with jointing materials (T25) 1 Rmt. 538.14

38(c) U Shape Perforated Lid 300 mm (T25) 1 Rmt. 116.10

38(d) U Shape Perforated Lid 450 mm (T25) 1 Rmt. 190.68

39 Providing & laying compacted Granual Sub Base (GSB) in required layer 1 Cu.mt. 1045.00

by providing course graded material (Grading V) using river bed material

such as unscreened gravel (CBR More than 30%) including soaring,

watering, consolidation by vibratory roller etc. complete.

40 Providing and laying compacted machine crushed black stone 1 Cu.mt. 1921.00

aggregates (of sevaliya/Timba Area) wet mix macadam (W.M.M) in the

material with water to OMC in mechanically mix (pug mill) carriage of mix

materials tipper to site laying with motor grader, spreading and

compacting in sub base, base course on well prepared under sub base,

base course on well prepared under base of compacting power vibrator

roller to achieve the desired density (Mechanically Laid)

Note : The Contractor has to quote the rates without prevailing GST tax but including all other applicable

prevailing taxes. GST rate will be paid to the contractor as per actual.

Dy.Exe. Enginer Executive Engineer

Drainage-SWD Project SWD Project

Vadodara Municipal Corporation Vadodara Municipal Corporation

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

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

In words In words