Construction of Compound wall, Paver block, RCC road,Office room at Lalbaug Tank, Vadodara.

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

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 followed.

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

29 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

2 The labour cess will be deducted from the bill amount excluding GST as per

prevailing rules i.e. 1% of the work done.

3 GST and Income tax TDS will be deducted at a source while making payments of

VADODARA MUNICIPAL CORPORATION

BILL OF QUANTITY

NAME OF WORK:- LALBAUG PLOT DEVELOPMENT

SR. NO. ITEM DESCRIPTION Qty Rate Unit AMOUNT

1 Excavation for pipe line trenches for water supply ,sewerage line ,manhole etc all with shorting and 140.00 102.35 Cum

struting if requried as per requried gradient adn line includin all safety provisions using site rails and

staking excavated stuff including upto requried lead cleaning the site etc complete fro all lift and

starta as specified a) 0.0 mt to 1.50 mt. depth.

2 Providing and laying M 25 Grade Cement concrete 200 mm thick (without flyash) with Trimix 40.00 5405.00 Cu.m

Dewatering System on prepared sub base with 53 grade cement or any other type as per clause

coarse and fine aggregate confirming to IS:383, Maximum size of coarse Aggregate not exceeding

mm mixed in concrete mixer of not less than 0.2 cum capacity, Mix design Laid in approved fixed side

for work,(steel channel,laying and fixing of 125 micron thick polythene film, wedgeds, steel plates

including levelling the form work as per section), spreading the concrete with shovels, rakes,

compacted using needle screed, plate vibrators and finished in continuous operation providing

admixtures as approved, Curing with water/curing compound complete including the cost of

formwork. (Technical specification MORTH 5th revision 1700 ch.), Any bleed water should have

evaporated including fixing expansion joints with 20 mm thick salitex boards fitting, joint cutting,

filling bitumen curing etc. complete as per instruction of site engineer.

3 Providing and laying and fixing of 80mm thk (M45 Grade) interlocking coloured RUBBER MOULD paver 840.00 1042.00 Sqm

block as per selected design and colour given by Engineer in charge with 50 mm thk sand bed layer,

watering, compacting, paving with compacting by mechanical compacter etc.

4 75 mm thick interlocking rubber moulded gram paver block (hollow paver block) (M-25 grade) in the 360.00 1017.00 SQM

selected shape from here, 25.0 mm in line level. Sand cushion and placed in the design, compacted

with a mechanical compactor of 2 to 3 tons capacity, placing work as per the required joints.

Manufacturer Must Have ISI (For 10.0 sq.m. area)

5 Providing and casting in situ C.C. in grade M-15 (approx. corresp. to prop. 1:2:4) (proportions as per mix 160.00 5641.90 Cum

design or as per Table 9 of IS456 2000 in masses by weigh batching ) using granite, quartzite trap

metal 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/deshuttering etc. comp. for structure for other than

water retaining.

6 C.C. M-25 Control concrete for water retaining structures : Providing and cast in situ C.C. in grade M- 5.00 9288.55 CUM

25 proportions of ingredients as 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)

with centering and shuttering/deshuttering etc. comp. up to 6 meter height /depth Av. G.L.for all water

retaining structures. For Flat Bottom Slab /Floor Slab/ Slab with shuttering

7 Construction of compound wall as per attched drawing with 2 no. steel gate with oil paint painting 140.00 19900.00 Rmt

required as per site condition.

8 Steel /Reinforcement bars: Supplying cutting, bending, binding and placing in position steel as per 1.80 89129.60 MT

plan and design and as per ISS 2502 including cost of steel and binding wire for reservoirs/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.

9 Providing and fixing pre-cast concrete kerb stone of gray cement based concrete block 30cm 120.00 390.68 Rmt

length,30cm height and 15cm thick of M200 grade concret as per approved design and including

excavation for fixing in proper line and level,filling the joint with C:M 1:3 (1cement:3fine sand) etc

10 Brickwork using common burnt clay building brick having crushing strength not less than 35 kg/sq.cm 22.00 4080.74 Cum.

in foundation and plinth in cement mortar 1:6 For compound wall

11 Providing 20 mm thick double coat mala cement plaster on interior brick / concrete work for plastering 30.00 276.52 Sqm

comprising of base coat of 12 mm thick cement plaster in cement mortar (1 Cement : 4 coarse sand) in

rough finishing and 8 mm thick top coat of cement mortar 1:2 (1 Cement : 2 Coarse sand) finished with

trovel including scaffolding curing etc. complete. For compound wall

12 Providing and supplying poly propylene steps of standard specification ,installation complete as per 18.00 50.00 No.

direction of engineer in charge

13 GSB :Providing and laying of good quality material of GSB in proper line,level and camber (compacted 60.00 1045.00 Cum

with roller 8-10MT capacity on GSB as per specification and instruction by engineer incharge.

14 Providing & laying compacted machine crushed black stone aggregate wet mix macadam in two layers 50.00 1748.00 Cum

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-406

15 RCC pipes( horizontal cast) : Providing and supplying ISI standard RCC pipes (of sulphate resistance 50.00 755.00 Rmt

cement) in standard length of following class and diameter suitable for rubber ring joints, including all

taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading,

conveyance, to departmental stores, staking etc. complete. D) Class NP3 test pressure 0.7 kg/sq.cm

Lowering, laying and jointing, RCC pipes in C:M 1:1 1/2 of following diameters in proper position grade 50.00 136.85 Rmt

16 alignment, as directed by engineer in charge, including, conveyance from store to site work, layout

giving hydraulic testing as per ISI code.

SR. NO. ITEM DESCRIPTION Qty Rate Unit AMOUNT

SFRC Storm Water Frame squre in shaped shall be made from M30 Grade concrete as per attached 3.00 783.90 Nos

drawing and Specification.

1.0 Frame Over all Opening 600 MM X 600 MM

2.0 Frame over all size : 900 MM X 900MM

17 3.0 Frame thickness : 165 MM

4.0 Grating Over all sizes 730 MM X 730 MM at bottam level

5.0 Holes: 16 Nos Holes haaving sizes 75 MM X75 MM

6.0 M.S Flat of size to be welded all side of grating and four sides of frame shall be welded by flat of

25 X3 MM Size .

17.1 SFRC Storm Water Drain Grating 3.00 1546.61 Nos

18 Demolition including stacking of serviceble materials and disposal of unserviceble materials with all 40.00 1073.56 Cum

lead & lift [i] R.C.C. work

19 Demolition including stacking of serviceble materials and disposal of unserviceble materials with all 60.00 558.57 Cum

lead & lift [i] Brick work.

20 Dewatering by pumping set of required capacity including temporary platform carting pumping at site 6400.00 21.07 Hp/Hr

and fixing the same in position including all accessories, and fuel and labour etc. complete.

21 Providing and fixing rolling shutters of approved make made of 80 mm wide M.S. laths inter-locked 12.00 3519.21 Sqm

together through their entire length and jointed together at the ends by end locks mounted on

specially designed pipe shaft with bracket plates, guide channels and arragements for inside and

outside locking with push-pull operation including the cost of hood cover and spring etc. complete.(A)

Shutters having width below 3.5 M.

22 Design & Construction of Office room as Per site condition including inside outside plaster, painting, 36.00 46980.00 Sqm

Polished Kota Stone Flooring with side skirting, with wooden doors, windows with aluminium with

Safety MS grills, internal concealed electrification ,Office Furniture (10 Chairs, 2 Table and 2 Nos

Revolving Chairs) with 1.5 MT AC etc complete as per detail tender specification.

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