Construction of RCC Compound wall and Allied miscellaneous works at surrounding Jaspur Water Works Premises of AMC.

(4) Date of e-Tender (Technical Bid) Opening : 25/06/2026 at 11.00 hours

Municipal Commissioner

Ahmedabad Municipal Corporation

Sardar Patel Bhavan

Ahmedabad – 380 001 Gujarat (INDIA)

Website :www.egovamc.com

SHEDULE OF QUANTITIES AND RATES

Construction of RCC Compound wall and Allied miscellaneous works at

surrounding Jaspur Water Works Premises of AMC.

Ite Total Total

Description Without

m Quantity Unit Amount

Excavation for foundation for loose and soft

soil including sorting out and stacking of

useful materials and disposing of the

excavated stuff up to 50 meter lead.

a) From 0.0 to 1.5 m.

a) From 1.5 to 3.0 m.

Extra over item no. 2 above for lead from

m to 5 Kms. as directed. 2270.00 Cmt 408.41

Extra over item no. 2 above for lead from

2 km to 10 Kms. as directed. 570.00 Cmt 454.71

Filling with available excavated earth

(excluding rock) in trenches, plinth, sides of

foundation in layers not exceeding 20 cm in

depth consolidating each deposited layer by

3 ramming and watering. 2560.00 Cmt 129.10

Boring holes 3.5 m deep in ordinary soil (for

cast in situ piles) and getting out the soil and

disposal of the surplus excavated soil as

directed within a lead of 50 Meter for Eac

4 following diameter of pipes.(iii) 300 mm 660.00 h 1,509.00

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 Eac

5 diameter.(iii) 300 mm 660.00 h 539.34

Empty boring through all sorts of strata for

providing 450 mm Diameter R.C.C. bored

piles to required depth required depth

including providing necessary casing pipe with

all plants and equipments as required

6 complete. 55.00 Rmt 1,005.24

Providing and casting in situ C.C. in grade M-

15 (approx. corresp. to prop. 1:2:4)

(proportions as per mix design or as per Table

9 of IS456 2000 in masses by weigh batching )

using granite, quartzite trap metal of size

mm to 20 mm for RCC work, including

scaffolding centering, form work, needle

vibrated consolidation, curing comp.

(excluding cost of reinforcement and neat

finishing) with centering and

shuttering/deshuttering etc. comp. for structure

for other than water retaining. Footing

7 (without form work) 110.00 Cmt 4,732.00

Providing and casting in situ C.C. in grade M-

15 (approx. corresp. to prop. 1:2:4)

(proportions as per mix design or as per Table

9 of IS456 2000 in masses by weigh batching )

using granite, quartzite trap metal of size

mm to 20 mm for RCC work, including

scaffolding centering, form work, needle

vibrated consolidation, curing comp.

(excluding cost of reinforcement and neat

finishing) with centering and

shuttering/deshuttering etc. comp. for structure

for other than water retaining. Footing (with

8 form work) 15.00 Cmt 4,906.00

Providing and cast in situ C.C. in grade M-30

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.

camp. up to 6 meter height /depth Av. G.L.for

all water retaining structures -

a) R.C.C. Raft and footings with shuttering

b) R.C.C. walls

c) R.C.C. Beams

e) Top Slab of Sump

Providing and cast in situ C.C. in grade M-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 hydrulic testing etc. complete

(excluding cost of reinforcement) with

centering & shuttering/ deshuttering etc. for

all water retaining structures.

a) R.C.C. footings & Raft with shuttering

b) R.C.C. Verticle Wall

c) R.C.C. Columns

d) R.C.C. beams, lintels and bracket for gantry

or chain pully blocks, plinth beams, tie beams,

10 weather shed, staircase etc. 205.00 Cmt 8,347.00

e) R.C.C. slabs and platform

Providing and cast in situ C.C. in grade M-20 (

proportions as per mix design or as per table

of IS456 2000 in masses by weigh batching)

using granite, quartzite trap metal of size

mm to 20 mm for RCC Work including

scaffolding centering formwork, needle

vibrated consolidation, curing complete up to

6 meter depth or height (excluding cost of

reinforcement and neat finishing) with

centering and shuttering/ deshuttering etc.

complete for structure other than water

retaining.(Without W.P. Chemical) -

a) R.C.C. footings & Raft

b) R.C.C. Verticle Wall

c) R.C.C. Columns

d) R.C.C. beams, lintels and bracket for gantry

or chain pully blocks, plinth beams, tie beams,

weather shed etc. 2.00 Cmt 6,722.00

e) R.C.C. slabs and platform

Supply cutting, Bending, Binding and placing

in position steel as per 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.

Deformed(TMT)bars confirming to relevant IS

12 Fe-500 grade for all diameters. 200.00 MT 77,504.00

Brick work using common burnt clay building

bricks having crushing strength not less than

35kg / Sq. C. M. in ramp, steps and

Foundation & Plinth in cement morter1:5 (1

cement : 5 coarse sand) including racking out

joints, curing, scaffolding required if any etc.

13 complete, as directed. (B) Conventional 5.00 Cmt 4,011.66

Brick masonry in cement mortar (1:5) using

common burnt clay building bricks having

crushing strength not less than 35kg/csmt

including scaffolding,curing, etc. complete for

14 walls, parapets, etc. at all levels. 10.00 Cmt 4,091.84

Providing and applying 15 mm thick cement

plaster in single coat on brick work with

floating coat of net cement slurry for interior

plastering of pumphouse and outside

plastering of sump upto finished even and

smooth in Cement motar 1 : 3 (1 cement :

sand) including racking out joint curing,

15 scaffolding required if any, with necessary 4820.00 Smt 222.56

cement finishing etc. complete as directed.

20 mm thick sand faced cement plaster on

walls upto height 10 metres 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)

16 etc. complete. (including around Pump house) 4820.00 Smt 297.68

White washing with lime on wall surfaces

(two coats) to give an even shade including

thoroughly booming the surface to remove all

dirt, dust, mortar drops and other foreign

17 matter etc. complete. 100.00 Smt 12.29

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 removal

dirt, and remains of loose powdered

18 materials.etc complete 9640.00 Smt 113.40

Distempering (two coats) with oil bound

distemper of approved brand and manufacture

and of required shade on undecorated wall

surface to give an even shade, over and

including a priming coat with distemper

primer of approved brand and manufacturer

after thoroughly brushing the surface free

from mortar dropping and other foreign matter

also including preparing the surface even and

19 sand papered smooth. 100.00 Smt 76.08

Applying two coats of Birla(white cement

based) or Asian (acryliclapy putty) or

equivalent & two coats of primer of approved

brand and manufacture on new wall surface to

give an even shade including thoroughly

brushing the surface free from mortar dropping

and other foreign matte rand sand papered

20 smooth. 100.00 Smt 40.19

Supplying, cleaning, cutting, bending,

welding, fabricating, erecting, structural steel

in position irrespictive of location and levels

as per drawings including handling and

transport, etc. complete including applying

two (2) coats of primer red oxide and two (2)

21 coats of approved quality paints 2625.00 Kg 82.50

Providing in line level plumb, fabricating and

fixing three row horizontal barbed wire

fencing and punched tape concertina coil of

turns per meter of 610 mm diameter fixied

with clips on top of the angle iron posts. The

22 punched tape concertina coil having sharp 1785.00 Rmt 449.00

barbs at every 25 mm spacing shall be 0.5 mm

thick and 19 mm width and weighting

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.

Demolition of Brick work & stone masonry

including stacking of serviceable materials and

disposal of unserviceable materials with all

lead and lift. (i) In cement Mortar.

Demolition and disposal of unserviceable

materials with all lead and lift.(i) Unreinforced

cement concrete 175.00 Cmt 603.23

Demolition and disposal of stacking of

serviceable materials and disposal of

unserviceable materials with all lead and lift 625.00 Cmt 1,047.38

Dismentling barbed wire in fencing including

making rolls and also including dismentling

fencing posts including all earth work concrete

in base and making good the disturbed ground

stacking useful materials as directed and

disposing as directed and disposing of the

26 unserviceable materials with all lead and lift. 1,200.00 Rmt 66.15

Supplying Electric breakar 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

machinary and for pipeline excavation and

M.H. work.allowed only for break down

work)(based on previously approved rate by

27 CE Sir) 10.00 Shift 1,071.43

Providing & laying rubble below raft

foundation including carting to the work site

rimming consolidating & dressing etc,

28 Complate as per Engineer in-charge 10.00 cmt 1,250.00

Labour charges for writing of Capital letter

"AMC" in green plaster of 30 cm height, 2

mm thick and 12 mm embossed as per given

detail in outside of compound wall as

29 instructed by engineer in charge. 895.00 No 381.00

Providing throating or plaster drip and

30 moulding as instructed by Engineer in charge. 500.00 Rmt 41.25

Providing and Laying of Rubber Moulded

Paver Block Grey/Coloured 60 mm thick, M-

35 Grade of any size ; shape (Usually Uni-

Paver Blocks) using black trap good quality

aggregate of 20 mm nominal size for footpath,

parking areas, service lanes and other areas as

mentioned in the drawing / instruction of

engineer in charge. Cost includes formworks

using rubber mould, Rate providing and laying

paver blocks as per required grading and

specification. The paver block shall be

mechanically compacted. The work of paving

blocks shall be executed in line and level by

skill mason of flooring work only. It should be

laid in such a way that the no cutting of the

paver block to be necessary. If cutting of paver

block necessary then it should be cut by

machine only and carting. The finished surface

of the paver block shall have reasonably good,

plain finished. Paver blocks shall be

compacted and shall be relaid if necessary.

Gravel or such type of materials shall not be

allowed for production. Laying on 5 cms thick

sand bedding. and Laying of Rubber Moulded

Paver Block Grey/Coloured 60 mm thick, M-

35 Grade of any size ; shape (Usually Uni-

Paver Blocks) using black trap good quality

aggregate of 20 mm nominal size for footpath,

parking areas, service lanes and other areas as

mentioned in the drawing / instruction of

engineer in charge. Cost includes formworks

using rubber mould, Rate providing and laying

paver blocks as per required grading and

specification. The paver block shall be

mechanically compacted. The work of paving

blocks shall be executed in line and level by

skill mason of flooring work only. It should be

laid in such a way that the no cutting of the

paver block to be necessary. If cutting of paver

block necessary then it should be cut by

machine only and carting. The finished surface

of the paver block shall have reasonably good,

plain finished. Paver blocks shall be

compacted and shall be relaid if necessary.

Gravel or such type of materials shall not be

allowed for production. Laying on 5 cms thick

31 sand bedding. 2680.00 Smt 383.04

Supplying and fixing of 300 mm-L x 150 mm-

B x 380 mm-Kerb block for Footpath in M-20

grade using 20 mm nominal size black trap

aggregate of Sevaliya/Timba or equivalent

quality for pre-cast blocks, reasonably exposed

finish/ formwork , mould with well equipped

with vibratory system for kerb stones of

approved design including curing, etc.

complete, including the cost of formwork etc.

complete. The rate shall also include necessary

cutting of asphalt, fixing the Kerb stones in

line and level on 5 cm thick sand bedding with

necessary equipments and materials. The rate

shall also include the flush pointing in CM

(1:3) for all joints of the kerbstones. Filling of

zari alone the sides of the kerb stone fixed

with Bituminous concrete Bituminous concrete

/ C.C. mixed in proper position to flush with

the road surface as directed by Engineer in

32 change to form a portable mixture. 1785.00 Rmt 350.89

Removing any kind of pavement incl stacking

of serviceble material disposal of unserviceble

33 material with 50 meter lead and lift. 100.00 Smt 12.50

Supplying, Erecting Double Tee

Precast/PrestressPanelofConcrete Grade M-40

with Size 2000 mm x 1990 mm x 50 mm with

Tee col. Of Size150x500x50mm.WithAMC

Logo and Colour Including excavation upto

1.5 mt Depth, Providing &

layingcementconcrete1:4:8 as per approved

34 rate analysis all items. 370.00 Rmt 4,624.00

Fabricating and fixing in position MS

structural section such as flat, pipes, plates,

hold fast, anchoring bolts / bars of required

size including fixing, welding and two coats of

approved anti corrosive paint over prime coat

of red-oxide including RCC gate column as

per drawing etc. complete as directed by

Engineer-in-charge. a) 2.2 m height and 6 m

35 wide main and wicket gate 3,150.00 Kg 83.00

Signature of Contractor Addl. City Engineer (W.P.)

Company’s Seal: Ahmedabad Municipal Corporation