INHOUB CIVILboq

8/7/2019 INHOUB CIVILboq

1/8

BOQ FOR CIVIL WORKS

Sl.NO DESCRIPTIONS UNIT

1 EARTH WORK

1.1

CUM 10,662.50

1.2

Cum (RO )

1.3

SQM 3,900.00

1.4

CUM 7,754.00

1.5

1.6

CUM (RO )SUB TOTAL

2 Masonry Works

2.1

CUM

2.2

2.2.1 Ground Floor SQM 4,000.00

2.2.2 First Floor SQM 2,331.00

2.2.3Second Floor SQM 2,341.00

2.2.4 Third Floor SQM 2,100.00

2.2.5 Fourth Floor SQM 195.00

SUB TOTAL

3 CONCRETE WORK

3.1 CUM 159.77

(QUANTITY )

Earthwork in EXCAVATION IN FOUNDATION TRENCHES OR DRAINSIN ALL KIND OF SOIL including dressing of sides and ramming of

bottoms, including getting out the excavated soil and storing of surplusexcavated soil as directed, with in a lead of 100M and lift from formedlevel, ground level or existing level whichever is the least upto1.5M depth

Earthwork in SURFACE EXCAVATION IN SOFT / ORDINARY ROCK withor without blasting as specified including storing of excavated material upto100M and lift from the formed level, ground level or existing levelwhichever is the least upto:1.5 M dept and 100 m lead

Diluting and injecting chemical emulsion for pre- construction ANTI-TERMITE TREATMENT and creating a continuous chemical barrier underand around the column pits, wall trenches, basement excavation, topsurface of plinth filling, junction of wall and floor, along the externalperimeter of building, expansion joints, over the top surface of

consolidated earth on which apron is to be laid, surroundings of pipes andconduits etc. complete as per specifications (Plinth area of the building atground floor only shall be measured for payment), with: (NOTE: Treatmentshall be carried out only through approved specializedagency)Chlorpyriphos emulsifiable concentrate 20% with 1%concentration.

FILLING WITH AVAILABLE STORED EARTH (excluding rock) in trenches,plinth, sides of foundations etc. in layers not exceeding 20 cm in depth;consolidating each deposited layer by ramming and watering, lead upto100M and lift upto 1.5 M.

Supplying and FILLING IN PLINTH WITH RIVER SAND under floorsincluding watering, ramming by plate vibrators, consolidating and dressing

complete.

SIZE STONE MASONRY of approved sizes and quality with hard stonehammer dressed (with bond / through stones at 1.5 to 1.8M apart in everycourse), in foundation and plinth using:Cement Mortar 1:8 in foundations

Providing and constructing SOLID CONCRETE BLOCK masonry wall incement mortar 1:6 (1 cement: 6 coarse sand) 200mm thick with necessaryscaffolding, curing, racking of joints etc.

Providing and laying in position CEMENT CONCRETE of specified gradeexcluding the cost of centering and shuttering for ALL WORKS UPTOPLINTH LEVEL, with:size)


2/8

3.2CUM 152.00

SUB TOTAL

4 REINFORCED CONCRETE

4.1

4.1.1 Footings CUM 902.14

4.1.2 Plinth Beam CUM 162.00

4.1.3 Pedestals CUM 96.19

4.2

4.2.1 M20 using graded stone aggregate of 20mm nominal size

4.2.2 Ground Floor CUM 105.40

4.2.3 First Floor CUM 68.95

4.2.4 Second Floor CUM 68.95

4.2.5 ThirdFloor CUM 68.95

4.2.6 Fourth Floor CUM 68.95

4.3

4.3.1 First Slab CUM 320.00

4.3.2 First Beam CUM 188.00

4.3.3 Second Slab CUM 295.00

4.3.4 Second beam CUM 175.00

4.3.5 third Slab CUM 338.004.3.6 Third Beam CUM 226.00

4.3.7 Fourth Slab CUM 270.00

4.3.8 Fourth Beam CUM 140.00

SUB TOTAL

5

5.1 Foundations, footings, bases of columns etc. for mass concrete. SQM 943.88

5.2SQM 15,570.19

5.3 Columns, pillars, piers, abutments, posts & struts Sqm 2,294.85

SUB TOTAL

6 REINFORCEMENT FOR RCC

6.1 Cold twisted bars / HYSD bars etc for Col. footings

6.2 Cold twisted bars / HYSD bars etc for Plinth Beam

6.3 Cold twisted bars / HYSD bars etc for COLUMNS

6.3.1 Ground Floor KGS

1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominalsize)for below floor.

Providing and laying in position REINFORCED CEMENT CONCRETE OFGRADE M 20 using graded stone aggregate of 20mm nominal size),

UPTO PLINTH LEVEL, excluding the cost of centering, shuttering,finishing and reinforcement for :

Providing and laying in position REINFORCED CEMENT CONCRETEWORK of specified grade IN COLUMNS, PILLARS, PIERS, ABUTMENTS,POSTS & STRUTS, ETC., AT ALL LEVELS, excluding cost of centering,shuttering, finishing and reinforcement with:

Providing and laying in position REINFORCED CEMENT CONCRETEWORK of grade M20 using stone aggregate of 20mm nominal size, ATALL LEVELS, excluding cost of centering, shuttering, finishing andreinforcement for beams and slab

CENTERING AND SHUTTERING including strutting, propping etc. andremoval of form in all floors (of any height), for:

Suspended floors, roofs, landings, balconies, loft and access/ kitchenplatform with steel shutter.

REINFORCEMENT FOR RCC WORKS including staightening, cutting,bending, placing in position and binding with annealed steel wire allcomplete at all levels, with and for :


3/8


4/8

12.1

KGS 3,456.00

12.2

KGS 6,250.00

SUB TOTAL

TOTAL COST

Providing and fixing HAND RAIL BY WELDING ETC. TO STEEL LADDERRAILING, BALCONY RAILING AND STAIRCASE RAILING includingapplying a priming coat of approved (zinc chromate) steel primer etc.with:M.S tube (medium): 40 mm nominal bore .

Providing and fixing M.S. GRILLS OF REQUIRED PATTERN IN FRAMESOF WINDOWS etc. with M.S flats, square or round bars etc. includingapplying a priming coat of approved (zinc chromate) steel primer, etc. allcomplete, for:Standard design requiring maximum 20 kg. per Sqm


5/8

(RATE ) (AMOUNT )

145.00 1,546,062.50

45.00 175,500.00

60.00 465,240.00

1,236.482,186,802.50

621.00 2,484,000.00

626.00 1,459,206.00

631.00 1,477,171.00

636.00 1,335,600.00

641.00 124,995.00

6,880,972.00

2,500.00 399,425.00


6/8

2,500.00 380,000.00

779,425.00

3,750.00 3,383,017.50

3,750.00 607,500.00

3,750.00 360,712.50

3,750.00 395,250.00

3,750.00 258,562.50

3,750.00 258,562.50

3,750.00 258,562.50

3,750.00 258,562.50

3,750.00 1,200,000.00

3,750.00 705,000.00

3,750.00 1,106,250.00

3,750.00 656,250.00

3,750.00 1,267,500.003,750.00 847,500.00

3,750.00 1,012,500.00

3,750.00 525,000.00

###

235.00 221,811.80

375.00 5,838,821.25

400.00 917,940.00

6,978,573.05

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60.00 ###

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185.00 2,069,965.00

165.00 2,672,175.00

4,742,140.00

425.00 1,107,975.00

1,107,975.00


8/8

75.00 259,200.00

75.00 468,750.00

727,950.00

62,058,868

INHOUB CIVILboq

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