New Godown Buildings

Name of Work :: Construction of New 1000 MT Godown Building & other Civil works at Kathlal Taluka, Kheda District

Bill of Quantities (BOQ)

Rate (Exclusive

Item Description of Item (with brief specification and reference GST)

Quantity Unit Amount

No. to book of specifications)

[1] Clearing and grubbing road land including uprooting rank 0.30 Hac. 80243.80

vegetation, grass bushes, shrubs, saplings and trees girth up to

mm removal of stumps of tress cut earlier and disposal of

unserviceable materials. (A) By Manual means in area of light

[2] Excavation for foundation up to 1.5 M Depth including sorting out 464.60 Cum 117.07

and stacking of useful materials and disposing of the excavated

stuff up to 50 meter lead (A) Loose or soft soil.

[3] Excavation for foundation for depth from 1.5 M to 3.0 M Including 406.00 Cum 129.80

sorting out and stacking of useful materials and disposing of the

excavated stuff up to 50 meter lead (A) Loose or soft soil.

[4] Filling available excavated earth (excluding rock) in trenches plinth, 503.00 Cum 130.39

sides of foundations etc. in layers not exceeding 20 cm in depth

consolidating each deposited layer by ramming and watering.

[5] Filling in plinth with sand under floors including watering ramming, 133.00 Cum 460.18

consolidating and dressing etc. complete.

[6] Filling in foundation and plinth with murrum or selected soil in 326.00 Cum 282.02

layers of 20cm thickness including watering ramming and

consolidating etc. complete

[7] Applying general insecticide pest control treatment to floors, 788.00 Sqm 89.28

cupboards etc including labour materials etc. complete. Using

Imidacloprid 30.5 SCas Per IS 6313 part -II( (0.075% concentration

by mass) is recommended 10.5ml chemical diluted with 5 liters of

water application 0.5 litre

[8] Providing and laying cement concrete work 1:2:4 (1- Cement : 2- 32.00 Cum 4179.18

Coarse sand : 4- graded stone aggregates 20 mm nominal size) and

curing complete excluding cost of formwork and reinforcement for

reinforced concrete work in (A) Foundations, footings, Base or

columns and Mass concrete

[9] Providing and laying controlled cement concrete M.250 and curing 101.00 Cum 4498.57

complete including the cost of formwork and reinforcement for

reinforced concrete work in (A) Foundations, footings, Base of

columns and Mass concrete.

[10] Providing and laying controlled cement concrete M.250 and curing 34.00 Cum 7267.87

complete including the cost of formwork and reinforcement for

reinforced concrete work in (D) Columns, Pillars posts and struts,

upto floor two level. Gr.Floor

[11] Providing and laying cement concrete 1:5:10 (1 Cement : 5 coarse 110.00 Cum 2517.43

sand :10 hand broken stone aggregates 40 mm nomial size) and

curing complete excluding cost of form work in (A) Foundation and

[12] Providing and laying controlled cement concrete M.200 and curing 19.00 Cum 7213.65

complete including the cost of formwork and reinforcement for

reinforced concrete work in (D) Columns, Pillars posts and struts

[13] Providing and laying controlled cement concrete M.200 and curing 19.00 Cum 7253.44

complete includingthe cost of formwork and reinforcement for

reinforced concrete work in (D) Columns, Pillars posts and struts

Rate (Exclusive

Item Description of Item (with brief specification and reference GST)

Quantity Unit Amount

No. to book of specifications)

[14] Providing and laying controlled cement concrete M.200 and curing 4.00 Cum 7293.24

completeincluding the cost of formwork and reinforcement for

reinforced concrete work in (D) Columns, Pillars posts and struts

[15] Providing and laying controlled cement concrete M.250 and curing 171.00 Cum 5798.77

complete including the cost of formwork and reinforcement for

reinforced concrete work in Plinth BEAMS

[16] Providing and laying controlled cement concrete M.200 and curing 20.00 Cum 6069.34

complete including the cost of formwork and reinforcement for

reinforced concrete work in BEAMS Ground Floor

[17] Providing and laying controlled cement concrete M.200 and curing 33.00 Cum 6109.13

complete including the cost of formwork and reinforcement for

reinforced concrete work in BEAMS for First Floor

[18] Providing and laying controlled cement concrete M.200 and curing 2.00 Cum 7446.84

complete including the cost of formwork and reinforcement for

reinforced concrete work in Lintels Ground Floor

[19] Providing and laying controlled cement concrete M.200 and curing 3.00 Cum 6360.44

complete including the cost of formwork and reinforcement for

reinforced concrete work in Chhajjas Ground Floor

[20] Providing and laying controlled cement concrete M.200 and curing 4.00 Cum 6400.23

complete including the cost of formwork and reinforcement for

reinforced concrete work in Chhajjas First Floor

[21] Providing and laying controlled cement concrete M-200 and curing 14.00 Cum 7559.01

complete including the cost of form work & the cost of

reinforcement for reinforced concrete work in Drop Paradi Ground

[22] Providing and laying controlled cement concrete M-200 and curing 6.00 Cum 7598.80

complete including the cost of form work & the cost of

reinforcement for reinforced concrete work in Drop Paradi First

[23] Providing and laying controlled cement concrete M-200 and curing 151.00 Cum 4681.28

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

reinforcement for reinforced concrete work in FLOORING SLABS

and curing including cost of from work. Compaction and finishing

of cement concrete road by trimix process inclusive of labour

charges for the trimix vacuum dewatering process on cement

concrete road surface by using vacuum dewatering pump, surface

floater, surface vibrator including Channelling & making grooves

and rough finish to surface by providing expansion Joints,

Contraction joints & construction joints with filling of joints with

asphalt filler as directed by Engineer In charge & as per

[24] Providing TMT Bar FE 500/500D reinforcement for R.C.C. work 80880.00 Kg 76.21

including bending, binding and placing in position complete upto

[25] Brick work using common Brunt clay building bricks having 66.00 Cum 4021.02

crushing strength not less than 35 Kg./Sq.cm.. In foundation and

plinth in cement mortar 1:6 (1cement : 6 fine sand) (B)

Conventional Below Plinth

Rate (Exclusive

Item Description of Item (with brief specification and reference GST)

Quantity Unit Amount

No. to book of specifications)

[26] Brick work using common Brunt clay building bricks having 75.00 Cum 4289.32

crushing strength not 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 {Ground Floor}

[27] Brick work using common Brunt clay building bricks having 55.00 Cum 4329.81

crushing strength not 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 {First Floor }

[28] Brick work using common Brunt clay building bricks having 21.00 Cum 4370.31

crushing strength not 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 {Second Floor }

[29] Providing & fixing rolling shutters of approved make made of 80 25.00 Sqm 3503.40

mm. Wide M.S. Laths inter-locked together through their entire

length / Flexible Grill Type and jointed together at the end locks

mounted on specially designed pipe shaft with bracket plates,

guide channels and out side locking with push-pull operation

including the cost of Hood cover and spring etc. complete. (A)

Shutters having width below 3.5 M.

[30] Providing & fixing M.S. Grill using 16 mm dia M.S. Bars @ 15 cm 504.00 Sqm 127.36

C/C fixed in frame using angle 35 mm x 6 mm, 35 x 6 mm flat in

center, and Galvanized wiremesh jali 20mm x 20 mm spacing,

including red lead primer coat and two coats of oil painting etc.

[31] Providing and fixing Glass bricks Partition using glass brick of 32.00 Sqm 3337.04

required design ,type size of glass brick 19 x 19 Cm and fixing the

same with 4 mm dia aluminium bar at every 3rd layer with white

cement etc complete.

[32] Providing and laying HAND DRESSED MIRROR POLISHED BLUE 121.00 Sqm 989.44

KOTAH STONE flooring over 20mm (Average) thick base of cement

mortar 1:6 (1-cement : 6-coarse sand) or L.M. 1.1.5 (1-Lime putty

:1.5 - coarse sand) laid over and jointed with grey cement slurry

mixed with pigment to match the shade of slab including rubbing

and polishing etc. complete. (A) 25mm thick

[33] Providing and laying polished kota stone slab 25mm thick in risers 19.00 Sqm 1127.84

of steps,skirting Dedo and pillars laid on 10mm thick cement

mortar 1:3 (1-Cement : 3 coarse sand) and jointed with gray

cement slury mixed with pigment to match the shade of slab

including rubbing and polishing etc. complete.

[34] Providing and fixing pre-cast Rubber Dye / steel Dye inter locking 318.00 Sqm 686.90

concrete block 60mm thick with grade of concrete M300 pnumatic

compressed / vibrated mechanically and as per approved design

Confirming to IS 15658 : 2006 including 35 mm Sand layer for

levelling and filling the joint with sand in proper line and level as

per guidlines of IRC : SP 63-2018 etc. Complete.

[35] Providing and fixing pre-cast concrete kerb stone of gray cement 62.00 Rmt 361.64

based concrete block 30cm length,30cm height and 15cm thick of

M250 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 complete

Rate (Exclusive

Item Description of Item (with brief specification and reference GST)

Quantity Unit Amount

No. to book of specifications)

[36] Providing 15 mm thick cement Mala Trowel finished plaster in 331.00 Sqm 224.37

single coat on fair side brick / concrete wall for interior plastering

up to floor two level and finished even and smooth in (i) cement

mortar 1 : 3 (1 cement : 3 sand) for Ground Floor

[37] Providing 15 mm thick cement Mala plaster in single coat on fair 326.00 Sqm 216.82

side brick / concrete wall for interior plastering up to floor two

level and finished even and smooth in (i) cement mortar 1 : 3 (1

cement : 3 sand) for First Floor

[38] Providing 15 mm thick cement Mala plaster in single coat on fair 83.00 Sqm 239.58

side brick / concrete wall for interior plastering up to floor two

level and finished even and smooth in (i) cement mortar 1 : 3 (1

cement : 3 sand) for Second Floor

[39] Providing 10 mm. Thick cement plaster in single coat for plastering 193.00 Sqm 169.25

on ceiling and soffits of stairs upto floor two level and finished

even and smooth in : (I) Cement mortar 1:3 (1 cement : 3 sand)

[40] Providing 10 mm. Thick cement plaster in single coat for plastering 174.00 Sqm 190.10

on ceiling and soffits of stairs upto floor two level and finished

even and smooth in : (I) Cement mortar 1:3 (1 cement : 3 sand)

[41] 20 mm. thick sand faced cement plaster on wall up to height 10 1214.00 Sqm 335.65

Meters above ground level consisting of 12mm 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 : 1 sand) etc. complete

[42] Providing and laying water proofing treatment with china mosaic 156.00 Sqm 1072.54

tiles flooring over avg 40 mm C.C. 1:2:4 {1 Cement : 2 sand :

Kapachi / Gritt 6 to 12 mm size} bedding for maintaining slope for

plain and curve surface & 12 mm to 20 mm of broken piece of

seramic / glazed tiles ( one for more color as directed ) to be laid

over cement mortar bedding of C M 1:3 (1 cement : 3 sand )

containg one Kg of water profing materials per bag of O P C at

plain or / and slops and to be tempered to bring mortar ceramic

up to surface with using white cement and colour pigment

including rounding of junctions and extending them up to 15 cm

along the wall and curing with bends any pattens or design as per

drawing and cleaning by using oxalic acid etc complete.

[43] Wall Painting with applying two coats of putty & three coats of 740.00 Sqm 160.01

primer of approval brand (three coats) plastic emultion paint of

approvaed brand and manufaturee on undecorated wall surface to

give an even shade including throughly brushing the surface free

from mortar dropping and other foreign matter and sand papered

[44] Wall Painting with applying two coats of putty & three coats of 367.00 Sqm 165.27

primer of approval brand (three coats) plastic emultion paint of

approvaed brand and manufaturee on undecorated ceiling surface

to give an even shade including throughly brushing the surface

free from mortar dropping and other foreign matter and sand

[45] Finishing wall with weather proof exterior emulsion paint on wall 1214.00 Sqm 114.53

surface (two coats) to give an required shape even shade after

thoroughly brushing the surface to remove all dirt, and remains of

loose powdered materials. etc complete

Rate (Exclusive

Item Description of Item (with brief specification and reference GST)

Quantity Unit Amount

No. to book of specifications)

[46] Providing and fixing PROFLEX type self Supported Roof {Arch Type} 747.00 Sqm 1757.40

using Cold rolled, Galvalume Steel colour coated sheet 1.5 mm

thick conforming to ASTMA 653, A792 DIN, Alu Zinc Coating :

AZ150 and Regular Modified Polyester painting with epoxy primer

service coat at bottom, including necessary fixtures & fastenings

for Lighting arrangement and Turbo Ventilator with Sky light.

[47] Providing and fixing Turbo Ventilator made from Alluminium and 7.00 No 14639.95

stainless steel with Ploy Carbonate Sky light of size 2' x 7', including

fixing in roof as and where directed by Engineer in charge etc.

[48] Providing throating or plaster drip and moulding to R.C.C. Chhajja. 100.00 Rmt 40.99

[49] Providing cement vata (10cm x 10cm size) quarter round in cement 130.00 Rmt 23.68

mortar 1:1 including neat cement finishing watering etc. Complete

[50] Providing 12mm wide groove throating / notch in plaster including 464.00 Rmt 20.20

finishing the same etc. complete for all height.

[51] Box cutting the road surface to proper slope and camber for 308.80 Cum 207.40

making a base for road work including removing the excavated

stuff and depositing on the road side slope as directed up to 50 m.

[52] Supplying and stacking of graded stone aggregate of following size 206.00 Cum 1150.60

(for W. B. M. ) including Spreading the stone aggregate for rolling

including filling the interstices to required camber and gradient

Machine crushed stone aggregate 45 mm to 63 mm size

[53] Supplying and stacking of Soft murrum / Binding materials 52.00 Cum 669.71

including spreading road crust filling the gaps in metal and leveling

to camber and gradient as directed.

[54] Providing and laying cement concrete 1:4:8 (1 Cement : 4 coarse 103.00 Cum 2680.20

sand :8 hand broken stone aggregates 40 mm nomial size) and

curing complete excluding cost of form work in (A) Foundation and

[55] Providing and laying cement concrete Road of 15 Cm thick using 155.00 Cum 5270.07

ordinary cement concrete M-200 by Tremix method, placing

temperature steel reinforcement at 5.5 Kg. / 10 Sq.m., (excluding

cost of reinforcement), including providing 125 micron

polyethylene below the concrete and pre-moulded asphalt filler

joint at each pannel joint, including cutting the grooves in the

concrete, including all material, labour and fuel - oil etc. complete.

[56] Supplying, Installation, Testing and commissioning of ABC type 6 6.00 No 1696.80

Kg Fire Extinguisher Mono Ammonium Phosphate Powder

Stored Pressure Type, Pressure Gauge, Controllable discharge

mechanism Class A, Rating 3A & Class B rating 21B as per IS

ISI MARK (ABC Dry Chemical Powder - MAP 50%).

[57] Providing & fixing of CO2 type Fire Extinguisher of capacity 4.5 kg 6.00 No 3989.50

filled with Co2 Gas as per IS 15222 with controll discharge

mechanis, fitted with Hose & Horn applicable on Class B fire rating

21B confirms to IS 15683 bearing ISI mark. Co2 cylinder as per IS

Rate (Exclusive

Item Description of Item (with brief specification and reference GST)

Quantity Unit Amount

No. to book of specifications)

[58] Excavation for foundationupto1.50mt. Depth including sorting out 150.40 Cum 149.67

and stacking of useful materialsanddisposingof the excavatedstuff

as directedwith in50m. Lead (B)Dense&

[59] Steel work, welded in built up sections framed work including 49.00 q 9047.86

cutting, hoisting, fixing in position and applying a priming coat of

red lead paint. (A)In beams and joists, channels angles Tees, flats,

with connecting plates or angle cleats as in main and cross beams.

[60] Hip and jack

Providing rafters, purlins

corrugated PPGL conneted to common

Sheets roofing fixed rafters and the

with Galvanized 288.00 Sqm 822.48

iron 'J' or 'L' hooks bolts and nuts 8 m. diameter with bitumen and

G.I.Limpet washers filled with white lead complete including

ridges, gutters etc. excluding the cost of purlins, rafters and

trusses. (1) 0.60 mm. Thick sheet

One Crore Sixty Five Lakh Eleven Thousand Two Hundred Twenty Nine Rupees and Eighty One Paisa Only

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 Worlds In Worlds

(* Please strike out whichever is not applicable).

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 made.

2. The labour cess will be deducted 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 bills

4. In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017 Cement

Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there is a change as per actual mix design

the cost of difference of cement consumption have been deducted from the rate of original item at the rate of input rate

mentioned in all the tender.

5. Credit of dismantled materials of amount of Rs. 0.00/- must be recovered from contractor's 1st R.A. bill.

6. All duties, taxes, and other levies except GST payable by the contractor under the contract, or for any other cause shall be included

in the rates, prices and total Bid Price submitted by the Bidder. (GST will be paid extra)

Dated Signature of Dy. Executive Engineer Executive Engineer

the Contractor. R & B Sub Division R & B Division