ARC Tender For Construction of Compound Wall of different lake and different AMC plot and other location of South West Zone Package - 2 (A.R.C.) (Re-invite)

Name of Work : ARC Tender For Construction of Compound Wall of

different lake and different AMC plot and other location of South West

Zone Package - 2 (A.R.C.) (Re-invite)

Bill of Quantities

No. Description Quantity in Rs. Unit in Rs.

1 Excavation for foundation up to 1.5 m depth including

sorting out and stacking of useful materials and

disposing of the excavated stuff up to all lead and lift.

(A) Loose or soft soil 770 115.92 cmt

1a Excavation for foundation from1.5 m upto 3.0 m depth

including sorting out and stacking of useful materials

and disposing of the excavated stuff up to all lead and

lift. (A)all sort of soil 155 128.52 Cmt

2 Providing and installing cast in situ single under

reamed piles of specified diameter and length below

pile cap, excluding the cost of Concrete, steel

reinforcement but including the cost of boring with

bentonite solution and the length of the pile to be

embedded in pile cap etc. all complete. (Length of pile

for payment shall be measured upto to the bottom of

pile cap) :.(iii) 300 mm 1170 431.14 Rmt

3 Providing and installing cast in situ single under

reamed piles of specified diameter and length below

pile cap, excluding the cost of Concrete, steel

reinforcement but including the cost of boring with

bentonite solution and the length of the pile to be

embedded in pile cap etc. all complete. (Length of pile

for payment shall be measured upto to the bottom of

pile cap) :(iii) 450 mm 585 705.03 Rmt

3A Providing and installing cast in situ single under

reamed piles of specified diameter and length below

pile cap, excluding the cost of Concrete, steel

reinforcement but including the cost of boring with

bentonite solution and the length of the pile to be

embedded in pile cap etc. all complete. (Length of pile

for payment shall be measured upto to the bottom of

pile cap) :(iii) 600 mm 585 883.90 Rmt

4 Extra for under reaming inside the bore Holes for

under reamed piles of following Diameter.(iii) 300 mm

5 Extra for under reaming inside the bore Holes for

under reamed piles of following Diameter.(iii) 450 mm

6 Add to or deduct from the rate for Bore Holes of 3.5 m

Depth, if bore holes are made deeper or shallower

than 3.5M. for Piles of following diameter.(iii) 300 mm

7 Filling Availabe excavated 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. Refilling in

Trenches 925 129.10 Cu.Mt.

8 Filling in foundation and plinth with murrum or

selected soil in layers of 20 cm. thickness including

watering ramming and consolidating etc. completed.

9 Conveyance charges of earth lime, murrum, building

rubbish, manure, garbage, sludge, excavated rock, fly

ash, aggregate of any kind etc. comp. upto 5 km lead.

10 Providing and laying cement concrete 1:5:10 (1-

Cement : 5- fine sand : 10- graded aggregates 40mm

nominal size) and curing complete excluding cost of

formwork in (A)Foundation and Plinth 145 2457.01 CMT

11 Providing and laying controlled cement concrete

M.250 and curing complete excluding the cost of

formwork and reinforcement for reinforced concrete

work in (A) Foundations, footings, Base of columns

and Mass concrete.

11a (A) Foundations, footings, Base of columns and Mass

concrete.. 450 4238.04 CMT

11b (B) Walls, from top of foundation level upto floor two

level 5 4519.88 CMT

11c (C) Slabs, landing, shelves, Balconies Lintels, Beams,

Girders and Cantilever upto floor two level.

11d (D) Columns, Pillars posts and struts upto floor two

level. 180 4593.91 CMT

12 Providing TMT Bar FE 500 D reinforcement for R.C.C

work including bending ,Binding and Placing in

Position complete upto floor two level 59910 75.46 KG

13 Providing and laying in position Ready Mixed M-

grade concrete for reinforced cement conctere work

using cement content as per approved Design Mix

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead

up to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for

einforced cement concrete work including pumping of

R.M.C. from transit mixer to site of laying, excluding

the cost of centering shuttering finishing and

reinforcement including cost of admixtures in

recommended proportions as per IS: 9103 to

accelerate/ retard setting of concrete, improve

workability without impairing strength and durability as

per direction of the Engineer - in - charge. Without Fly

Ash (Min cement level as per latest IS 456 shall

bemaintained) (Cement level 450 kg ) 435 4853.56 cu.m

14 Providing formwork of ordinary timber planking so as

to give a rough finish including centering shuttering

strutting and propping etc. Height of propping and

centering below supporting floor to ceiling not

exceeding 4 M. and removal of the same for in situ

reinforced concrete and plain concrete work in. (A)

Foundations Footings Bases of Columns, Mass

concreteetc. and Vertical surface such as walls (any

thickness) Sides and soffits of Beams /Column anc

Coping Beam and .etc.any size & depth 2200 171.68 Sq.mt

15 Providing formwork of ordinary timber planking so as

to give a rough finish including centering shuttering

strutting and propping etc. height of propping and

centering below supporting floor to ceiling not

exceeding 4 M. and removal of the same for in situ

reinforced concrete and plain concrete work in. (G)

Columns PillarsPosts and struts. (1) Square

Rectangular Polygonal in plan.

16 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 1:5. (1-

Cement : 5 -fine sand) (B) Conventional Brick Work 265 4011.66 CMT

17 Providing 15mm thick cement plaster in single coat on

Rough (Similar)side of single or half brick walls for

interior plastering upto floor two level and finished

even and smooth in (ii) Cement mortar 1:4(1-cement

:4-sand). For Ground Floor 2175 155.61 Sq.mt.

18 20mm thick sand faced cement plaster on walls upto

height 10 metres above ground leve consisting of

12mm thick backing coat of C.M. 1:3 (1- cement : 3-

sand) and 8mm thick finishing coat of C.M. 1:1 (1-

cement : 1-sand) etc. complete 2100 297.68 Sq.mt.

19 Providing and fixing M.S. grills of required pattern to

wooden frames of windows etc. with M.S. flats at

required spacings and frame alround, square or round

bars with round headed bolts and nuts or by screws

(A) Plain Grill. 31950 100.17 Kg

20 Providing and fixing 1.20 Metre high fencing with

Metre long M.S. Angle posts 40mm x 40mm x 6mm

and oil painting 3coats fixed at 2.5 Mt ,C/c.with five

Horizontan lines and two diagonals of galvanised

steel barbed wire weighting 9.38Kg. per 100 Metre

,strained and fixed to posts with G.I,staples including

fixing the posts in ground with 0.5M x 0.5.M x 0.5M.

block in C.C 1:5:10 etc complete. 100 385.40 Rmt.

21 P/F chain link fencing jali of 2.50 x 1.20 mt size

consisting of 50 mm dia MS black pipe 1.50 mt height

fixed in CC 1:2:4 of size 0.15 x 0.15 x 0.30 mtr. The

size of Chain link jali 54 mm x 54 mm x 12 gauge

fixed in 2.40 m x 1.20 m size frame of 35 x 35 x 5 mm

size angle and 25 x 3 mm size flat patties welded with

jali .The jali shall be welded/riveted with vertical MS

pipe with necessary holdfast to be fixed at bottom in

masonry wall as per instruction given .The MS pipe

MS frame MS angle and chain link painted with 1 coat

of primer and two coat of oil paint etc comp. 100 1098.21 RMT

22 Providing in line level plumb, fabricating and fixing

three row horizontal barbed wire fencing and punched

tape concertina coil of 9 turns per meter of 610 mm

diameter fixed with clips on top of the angle iron

posts. The punched tape concertina coil having sharp

barbs at every 25 mm spacing shall be 0.5 mm thick

and 19 mm width and weighting 13 Kg./100 mtr.

(Average) as per manufacture's specification. The

rate shall also include providing and fixed 1.20 mt.

total long MS angle 40 x 40 x 6 mm @ 3.00 mt. c/c

spacing embedded in RCC column, angle posts shall

be painted with one coats of red oxide and two coats

of enamel paint of approved quality at top of

compound wall. 100 348.21 RMT

23 Provinding and fixing chicken wire mesh of gauge

0.18 mm and 0.20 mm wide with necessary screws

and nail at joints cracks of brick work R.C.C work as

per drawing and specification and direction of

Engineer incharge. 100 43.00 Sqm

24 Labour charges for writing of capital letter "AMC" in

green plaster of 30 cm height,25 mm thick and 12 mm

embossed as per given detail in outside of compound

wall as instructed by Engineer in charge. 20 223.21 No

25 Finishing wall with weather proof exterior emulsion

paint on wall 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. 4045 113.40 Sq.mt.

26 White/colour washing with lime on wall surface (two

coats) to give an even shade including thoroughly

booming the surface to remove all dirt, dust;

mortar drops and other foreign matter. 100 12.29 Sqm

27 Painting two coats (excluding priming coat) on new

steel and other metal surface with enamel paint,

brushing, interior to give an even shade including

cleaning the surface an even shade including cleanicn

the surface of all dirt, dust and other foreign matter. 2715 86.94 Sq.mt.

28 Providing & Supplying JCB Machine on rental basis in

case of emergency situation and break down type

work & also during unavoidable condition as per

instruction of engg. in charge, rate includes all nece.

shifting, fuel and operating charges and stacking of

useful & non-useful materials separately up to store.

(No payment should be allowed for non working

condition of machinery and for pipe line excavation

and laying work) 30 600.00 Hour

29 Structural steel work ( Confirming to IS 4923- 1997)

riveted, bolted or welded in builtup for all type

sections, in framed work, including cutting, hoisting,

fixing in position and applying a priming coat of

approved steel primer all complete as per the

structural designs and directions of Engineer in

charge. Safety grills/doors of required pattern for

windows / Door/ ventilators using M.S. flats/bar/box

sections as per design and drawing including one

coat of primer. 500 126.68 Kg

30 Supplying Electric Breaker Machine for RCC Slab or

Asphalt Demolishing Work on site by using Operator,

fuel, power Supply etc. Complete as Directed. (No

payment should be allowed for non working condition

of machinery and for pipe line excavation and M.H.

work.Allowed only for break down work) ( Based on

Previously approved rate by C E sir ) 10 600.00 shift

I/We am/are willing to carry out the work at % above/below % (should be

written in figures and words below/above the estimated rates mentioned above. Amount of my/our tender

works out as under:

1) % above / below is to be submitted online only.

2) All work shall be carried out as per the specifications or as directed.

3) Rates quoted include cleaning of site (prior to commencement of work and at its

close) in all respects and hold formwork under all conditions, site moisture,

All the item rate are considering excluding cost of GST as per Government of Gujarat Road And Building

Dept. Reso. No. TNC/102022/457/C Dt.05/04/2022. So, bidder shall be consider this change in BOQ.

Seal and Signature of the Bidder Addl. City Engineer

(SOUTH WEST ZONE)