Const. R.C.C. Road and Paver Block at Dudheshwar area, Old Shahpur, Mahendikua area and diff. Places Under Muni.Counisilor, M.P., M.L.A. and Other budget in Shahpur ward.

Name of work: - bægÍtul Ntnvwh Jtuzobtk ytJuj swlt Ntnvwh rJM<th ytJ<t Bgwrl.rcÕzekd, Bgwrl.Nt¤t, ytuVem rcÕzekdbtk hevuhekd fhJt

<&t rmrJj Jfolu jd<e ytlw»ttkrdf ftbdehe fhJtlt ftb ctc<u.

Tender Invited on Behalf of AMC, Central Zone.

Assistant Manager, Central Zone,

Central Zone Zonal Office”, B – Wing,

Third Floor, Sardar Patel Bhavan,

Danapith, Ahmedabad -

AHMEDABAD MUNICIPAL CORPORATION

Notice inviting Tender

Competent authority on behalf of Municipal Commissioner of A.M.C. invites percentage rate sealed tenders from

interested contractors for the following work at different locations within the limit of A.M.C.

1. Name of Work : bægÍtul Ntnvwh Jtuzobtk ytJuj swlt Ntnvwh rJM<th ytJ<t Bgwrl.rcÕzekd, Bgwrl.Nt¤t,

ytuVem rcÕzekdbtk hevuhekd fhJt <&t rmrJj Jfolu jd<e ytlw»ttkrdf ftbdehe fhJtlt

2. Tender Estimated Cost : Rs:- 7,81,527.67 (GST will be paid extra by AMC/Authority at

prevailing rate to the contractor.)

: 1% of the Tender Cost in the form of Rs. 7815.00 (D.D. / Pay

3. Earnest Money

- Order / Local Micr Check/B.G.)

4 Tender Fee Rs : Demand Draft of Rs.900.00

5 S.D. : 5 % of tender amount

6. Time-Limit : 12 months

7. Validity Period : 120 Days

8. (i) Last Date of Submission of :

(ii) Mode of Sending : a) In Sealed cover in duplicate copies by Registered Post A.D,

or by Courier.or hand delivery

b) Tender sent by ordinary post will be rejected out right.

(iii) Description essential to :

a) Name of work, Tender Notice No. & Tender No.

be made on sealed cover b) Date of receiving tender by Corporations.

(iv) Mode of quoting rates in : The Price bid shall be submitted online only.

Schedule of Quantities and

Rates It shall not be submitted Physically.

9. Date of Opening : Dt.08.04.2026, 17:00 PM

10 Place of Submission & : Submission of EMD. Tender fee and other Documents during office

Opening of Tender hours: On date.08.04.2026 16:00 pm Central Zone, 3rd Floor, A.M.

Office, Sardar Patel Bhawan, Danapith (Old Wing) .Ahmedabad

Municipal Corporation, C.Z. Office, Ahmedabad-380013.

11 Penalty Due to Delay of work (1) Rs.1000/- per day (for tenders amounting upto 10 Lakhs), (2)

Rs.2500 per day (for tenders amounting above 10 Lakhs and upto

30 Lakhs), (3) Rs.5000 per day (for all tenders amounting above

Lakhs) but not more then 10% of bill

12 Defect Liability : As per ‘B-1 Form Close

Whenever a work is allotted by Engineering staff, whether minor or

major of part thereof of any amount, the contractor shall be bound to

Time permitted to start parts start the works within 48 hours of intimation of work. Communication

done telephonically via SMS, Via Whatsapp and through letter / E-

mail shall be considered legal and binding for the same. Failure of

comply to start the works in 48 hours of intimation as above by

contractor the contractor shall be levied penalty of (1) Rs.1000/- per

day (for tenders amounting upto 10 Lakhs), (2) Rs.2500 per day (for

tenders amounting above 10 Lakhs and upto 30 Lakhs), (3)

Rs.5000 per day (for all tenders amounting above 30 Lakhs). Three

times failures by contractor shall make contractor responsible to be

black listed unless and otherwise justified properly in writing /

binding within 15 days of last notice of penalty.

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Signature of contractor

Add. City Engg.(Central Zone)

Name : Ahmedabad Municipal Corporation

Company's Seal :Date :

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT- CENTRAL ZONE.

Name of Work: bægÍtul Ntnvwh Jtuzobtk ytJuj swlt Ntnvwh rJM<th ytJ<t Bgwrl.rcÕzekd, Bgwrl.Nt¤t, ytuVem rcÕzekdbtk hevuhekd fhJt

<&t rmrJj Jfolu jd<e ytlw»ttkrdf ftbdehe fhJtlt ftb ctc<u.

Qty Description of Items Rate Rs. Per Amount Rs.

Excavation for foundation up to1.5 m depth

including sorting out and stacking of useful

materials and disposing of theexcavated stuff

upto 50 Meter lead.(A) Loose or soft soil

5 1.5 to 3.0 mt.depth 158.4 Cu.M.

Excavation for foundation for depth from 1.5 m to

3.0 m including sorting out and stacking of useful

materials and disposing off the excavated stuff upto

50 Meter lead.(C) Hard Murrum

Filling available excavated earth (excluding rock)

in trenches, plinth, sides of foundations etc. in

2 2 layers not exceeding 20 cm. in depth 90.85 Cmt

consolidation each deposited layer by ramming and

Filling in plinth with sand underfloors

3 2 including watering ramming, consolidating and 336.34 Cmt

dressing etc. complete.

Filling in foundation and plinth with murrum or

selected soil in layers of 20 cm. thickness

including watering, ramming and

consolidating etc.

Providing and laying cement concrete1:5:10

(1-Cement: 5- coarses sand and:10-hand

broken stone aggregates 40mm nominal size)

and curing complete excluding cost of

formworkin (A) Foundation and Plinth (upto

Providing and laying cement concrete1:4:8

(1-Cement: 4- coarses and:8-hand broken

6 3 stone aggregates 40mm nominal size) and 2,378.20 Cmt

curing complete excluding cost of formworkin

(A) Foundation and Plinth (upto 10 ton).

Providing and laying cement concrete 1:3:6 (1-

Cement : 3- coarse sand : 6- hand broken stone

7 2 aggregates 40 mmnominal size) and curing 2,652.10 Cmt

complete excluding cost of formwork in (A)

Foundation and Plinth..

Providing and laying cement concrete 1:3:6

(1-Cement:3-coarse sand:6-hand broken

8 2 stone aggregates 20mm nominal size) and 3,419.90 Cmt

curing complete including cost of formwork in (A)

wall caps/coping (upto 10 ton)..

Providing and laying cement concrete work

1:2:4 ((1-Cement:2- coarse sand:4-graded

9 aggregates 20mm nominal size) curing

complete excluding cost of formwork and

Foundations, footings, base or columns and

Slabs, landing, shelves, balconies, lintels,

b 2 beams, girders and cantilivers upto floor two 3,687.20 Cmt

Independent piers, columns, and pillars, upto floor

Provdg. & laying cement concrete 1:2:4 (1

cement : 2 coarse sand : 4 graded stone

aggregates 20 mm nominal size) for

reinforced concrete chhajjas not exceeding

cm. thickness upto floors two level including

finishing the exposed surfaces with cement

mortar 1:3 (1 cement : 3 find sand) to give a smooth

and even surface centering and form work

and curing complete excluding cost of

Providing and laying in position Ready

Mixed M-150 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 intransit mixer for a

lead up to 10 kms having continuous agitated

mixer, manufactured as per mix design of specified

grade for reinforced 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

inrecommended proportions as per IS:9103 to

accelerate/ retard setting of concrete, improve

work ability without impairing strength and

durability as per direction of theEngineer-in-

charge. Without Fly Ash (Min cement level as per

latest IS456 shall be maintained) (Cement

Providing and laying in position Ready

Mixed M-250 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 intransit mixer for a

lead up to 10 kms having continuous agitated

13 1 mixer, manufactured as per mix design of specified 4,567.05 Cum

grade for reinforced 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

work ability without impairing strength and

durability as per direction of theEngineer-in-

charge. Without Fly Ash (Min cement level as per

latest IS456 shall be maintained) (Cement

Providing and laying in position Ready Mixed M-300

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

reinforced cement concrete work including pumping

13 a 1 of R.M.C. from transit mixer to site of 4,800.92 Cum

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

shall be maintained) (Cement level 475 kg )

Providing and laying in position Ready Mixed M-350

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

reinforced cement concrete work including pumping

13 b 1 of R.M.C. from transit mixer to site of 4,920.49 Cum

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

shall be maintained) (Cement level 500 kg )

Providing and laying controlled cement

concrete / Ready Mix Concrete of M-200 and

14 curing complete, excluding the cost of form

work and reinforcement for reinforced concrete

Foundations, footings, base of columns, and

Walls from top of foundations /level up to floor Four

Slabs,landing,shelves,Balconies Lintels, Beams,

(C) 2 Girders and Cantilever upto floor 4,187.70 Cu.M.

Columns, pillars, posts, and struts, up to floor Four

Staircase up to floor four level. (excluding

(K) 2 Vertical and horizontal fins up to floor four level. 4,338.40 Cu.M.

Providing and Laying ordinary cement

concrete 1:2:4 (1-Cement 2-coarsesand: 4-

graded stone aggregates 20 mm nominal size)

15 2 and finishing smooth with curing etc. complete 4,849.10 Cum

including the cost of form work but excluding the

cost of reinforsement for R.C.C work in (iv) Slabs

having more than 13 cm and upto 15 cm.thickness

Providing and Laying ordinary cement

concrete 1:2:4 (1-Cement 2-coarsesand: 4-

graded stone aggregates 20 mm nominal size)

15a 2 and finishing smooth with curing etc. complete 5,580.77 Cum

including the cost of form work but excluding the

cost of reinforsement for R.C.C work in (iv) Slabs

having more than 8 cm and upto 10 cm.thickness

Brick work using common burnt clay

building bricks having crushing strength not

16 2 less than 35kg./Sq.Cm.in foundation and plinth

in Cement Mortar1:6 (1-Cement :6 - fine

2 (A) Conventional (upto 10 ton) 2,814.90 Cmt

2 B) Modular 3,021.70 Cmt

Extra Rate for brickwork in Above Item for

17 super structure above plinth level upto floor two

level (B) Conventional

a 2 (A) Conventional (upto 10 ton) 181.5 Cmt

b 2 B) Modular 174.9 Cmt

C) above floor two level Item No. 2(6.13) (A) Floor

D) above floor two level Item No. 2(6.13) (B) Floor

Conventional Per

Half brick masonry in common brunt clay

building bricks having crushing strength not less

than 35 Kg/Sq.Cm. in Cement mortar 1:5 ( 1-

Cement : 5 coarse sand ) in foundation

and Plinth conventional brickwork (up to

Extra for half brick masonry in super structure

19 2 above plinth level upto floor two level 433.4 Smt

(B) conventional

Providing and laying Pre cast Light weight concrete

hollow core wall with hollow core concrete unit

of approved make & size of 92 mm thick,

mm wide and 2400 mm/ 2600 mm/ 2850 mm/

3000 mm/ 3300 mm in legth made from of

controlled cement concrete M20 having cube

compressive strength not less than 20 MP a jointing

with high strength & tensile adhesion non-shrink

cementitious joint compound /P.U. Foam.

(Plaster not required)

Providing and laying Pre cast Light weight concrete

hollow core wall with hollow core concrete unit

of approved make & size of 120 mm thick, 600 mm

wide and 2400 mm/ 2600 mm/ 2850 mm/

mm/ 3300 mm in legth made from of controlled

cement concrete M20 having cube compressive

strength not less than 20MP a jointing with high

strength & tensile adhesion non-shrink

cementitious joint compound/ P.U.Foam. (Plaster

Providing and laying Pre cast Regular

concrete hollow core wall with hollow core

concrete unit of approved make & size of

mm thick, 600 mm wide and 2400 mm/ 2600 mm/

2850 mm/ 3000 mm/ 3300 mm in legth made

from of controlled cement concrete M35 having

cube compressive strength not less than 35 MP a

jointing with high strength & tensile adhesion non-

shrink cementitious joint compound/

P.U.Foam. (Plaster not required)

Providing and laying Precast Regular

concrete hollow core wall with hollow core

concrete unit of approved make & size of 120 mm

thick, 600 mm wide and 2400 mm/ 2600 mm/

mm/ 3000 mm/ 3300 mm in legth made from of

controlled cement concrete M35 having cube

compressive strength not less than 35 MP a jointing

with high strength & tensile adhesion non-shrink

cementitious joint compound /P.U.Foam. (Plaster

Providing form work in ordinary timber

planking so as to give a rough finish including

centering, shuttering, strutting and propping etc.

24 height of propping and centering below

supporting floor to celling not exceeding 4 M

& removal of the same for in situ reinforced or

plain concrete work upto floor four level

Foundation, footings, bases of columns etc.

and mass concrete.

(B) Flat surfaces such as soffits of supspened floors

b 1 slabs Landings and the like. (1) Floors etc. upto 200 168 Smt

mm in thickness.

(B) Flat surfaces such as soffits of suspended floor

c 1 roof slabs Landings and the like. (2) Floors etc. 180.6 Smt

above 200mm in thickness.

Vertical surface such as walls (any thickness)

d 1 partitions and the like including attached buttresses 153.3 Smt

& string course & the like.

(ii) Sides And Soffits Of Beam, Haunchings

e 1 Cantilevers, Girders, Bressumers And Lintels 128.1 Smt

Not Exceeding 1 M In Depth.

(G) Columns PillarsPosts and struts. (1) Square

Rectangular Polygonal in plan.

g 1 (2) Circular or curved in plan. 281.4 Smt

(H) (2) Sides and soffits of Beams Beam

h 1 Haunchings canti-levers Girders Bressumers and 173.25 Smt

Lintels exceeding 1M.in Depth.

Providing and fixing 35 mm thick shutters for

Doors, windows and clear story windows

including anodised alluminium butt hinges with

necessary screws.

a 1 (A) Indian Teak Wood (ii) Fully Glazed. 2,380.35 Smt

b 1 (B) Indian Teak Wood (ii) Fully Panelled 3,227.70 Smt

(C) Indian Teak Wood (iii) Partly panelled and

Providing and fixing 35 mm thick shutters for

Doors, windows and clear story windows including

black enamelled M.S.butt hinges with necessary

(A) Indian teak wood. (i) Fully Panelled.(upto

(A) Indian teak wood. (ii) Fully Glazed.(upto

(A) Indian teak wood. (iii) Partly panelled and

partly glazed. (upto 10 ton)

Providing and fixing 35 mm thick panelled,

glazed or panelled and glazed shutters for Doors

27 windows and clear story windows including

anodised alluminium But hinges with necessary

screws and indian teak wood shutters with.

a 1 (A) Plywood sheet panels. 2,699.55 Smt

b 1 (B) Particle board panels 2,672.25 Smt

c 1 (C)Hard board panels. 2,648.10 Smt

d 1 (D) Asbestos sheet panels. 2,659.65 Smt

Providing and fixing 25 mm thick shutters for

cup boards etc. including black enamelled

M.S. butt hinges with necessary screws.(A) Indian

teak wood. (i) Fully Panelled. (upto 10 ton)

Providing and fixing 25 mm thick shutters for

cupboards etc. including anodised alluminium

butt hinges with necessary screws. (A) Indian teak

wood. (ii) Fully Glazed.

Providing and fixing 25 mm thick shutters for

cupboards etc. including anodised alluminium

b 1 butt hinges with necessary screws. (A) Indian teak 2,170.35 Smt

wood. (ii) Partly panelled and partly

Providing and fixing plain asbestos cement sheet

6 mm thick in partitions including fixing to

29 2 fames with screws etc, complete with 50 mm x 224 Smt

12 mm Deodar wood beading (Frames to

be paid separately) (upto 10 ton)

Providing and fixing in partitions 4 mm thick

medium hard board of approved quality including

30 2 fixing to fames with screws etc complete with 50 328 Smt

mm x 12 mm teak wood beading (Frames to

be paid separately) (upto 10 ton)

25 mm thick wooden shelves supported on

40 x 40 mm x 6 mm T or L iron brackets fixed

31 2 at suitable distances but not exceeding 1,360.00 Smt

75 cm. apart with Mango wood or equivalent

quality. (upto 10 ton)

40 mm thick wooden shelves supported on

40 x 40mm x 6 mm T or L iron brackets fixed at

32 1 suitable distances not exceeding 75cm. Apart 1,810.00 Smt

with Mango wood or equivalent quality. (upto

Providing and fixing M.S. round or square bars

with M.S. flats at required spacing in wooden

frames of windows and clerestory

windows.(upto10 ton)

Providing and fixing M.S. grills of required pattern

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

34 2 at required spacings and frame alround, 66.78 kg

square or round bars with round headed bolts and

nuts or by screws (A) Plain Grill. (upto 10 ton)

Providing and fixing M.S. grills of required pattern

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

a 1 at required spacings and frame alround, 95.76 kg

square or round bars with round headed bolts and

nuts or by screws (A) Ornamental Grill. (upto 10 ton)

Providing and fixing glazed louvered glass

windows and ventilators with teak wood frame

10 cm. x 7 cm. size including 3 coats of oil

painting to wood work etc.complete. (upto 10 ton)

Providing and fixing glazed louvered glass

windows and ventilators with teak wood frame

36 2 10 cm.x7 cm. size including 3 coats of oil 3,872.00 Smt

painting to wood work etc.complete.with wooden

louvers plank 12mm thick (upto 10 ton)

Providing and fixing 35 mm thick shutters for

Doors, windows and clere story windows

including Indian teak wood frames 10 cm x 7 cm.

37 2 size including anodized alluminium fixtures 4,026.19 Smt

and fastenings including primer coat of approved

quality and two coats of oil painting etc, complete.(ii)

Providing and fixing 35 mm thick shutters for

Doors, windows and clere story windows

including Indian teak wood frames 10 cm x 7 cm.

38 2 size including black enamelled iron oxidixed 4,821.11 Smt

fixtures and fastenings including primer coat of

approved quality and two coats of oil painting etc,

complete.(ii) Fully Panelled.

Providing and fixing 35 mm thick shutters for Doors,

windows and clerestory windows

including Indian teak wood frames 10 cm x 7 cm.

a 1 size including anodized alluminium fixtures 4,423.65 Smt

and fastenings including primer coat of approved

quality and two coats of oil painting

etc, complete. (iii) Partly panelled and partly glazed.

Providing and fixing 30 mm thick FACTORY

MADE SOLID PANEL PVC DOOR SHUTTER

consisting of frame made out of M.S.tubes of

gauge thickness and size of 19 mm x 19 mm for

stiles and 15 mm x 15 mm for to p and bottom

rails.M.S. frames hall have a coat of steel

primers of approved make and manufacture, M.S.

frames hall be covered with 5 mm thick heat

moulded PVC ‘C’ channel of size 30 x 50 mm

formings tiles, and 5 mm thick 75 mm wide PVC

sheets for to prail, lock rail and bottom rail on either

side, and 10 mm (5 mm x 2) thick, 20 mm wide

cross PVC sheet as gap insert for to p rail and

bottom rail, Panelling of 5 stiles and rails with

mm wide x 5 mm thick PVC sheet beading

on eighter side, and joined together with

solventcement adhesive,. An additional 5 mm thick

PVC strip of 20 mm width is to be stculkon the

interiors ide of the ‘c’ channel using PVC

solventcement adhesive etc. complete as per

direction of Engineer incharge, manufacture’s

specification and drawing.

Providing and fixing in position collapsible

steel shutters with vertical channels 20 x 10 x

2 mm braced with flat iron diagonal 20 x6 mm size

with top and bottom rails T iron 40 x 40 x 6 mm

with 38 mm dia steel pulleys complete with bolts,

units, locking arrangements, stoppers, handles,

including a priming coat of red lead paint &

Providing and fixing 1 mm thick M.S. sheet

sliding shutters with frame and diagonal

braces of 40x40x6 mm angle iron, 3.15 mm

M.S.gusset plates at Junctions and corners

41 1 mm dia. pulley, 40x40x6 mm angle and T- 2,625.00 Sqm

iron huide rail at top and bottom

respactively with handles, stoppers and locking

agangement etc, including applying a priming

coat of red lead paint. (upto 10 ton)

Providing and fixing rolling shutters of approved

make made of 80 mm wide M.S.laths inter-

locked together through their entire length and

jointed together at theends by end locks mounted

on specially designed pipe shaft with bracket

plates, guide channels and arragements

for inside 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.

Providing and fixing rolling shutters of approved

make made of 80 mm wide M.S.laths inter-

locked together through their entire length and

jointed together at theends by end locks mounted

on specially designed pipe shaft with bracket

plates, guide channels and arragements

for inside and out side locking with

push-pull operation including the cost of hood

cover and spring etc. complete. (A)

Shutters having 3.5 M. & Above

Providing & Fixing in position Alluminium doors

with frame using approved quality anodised

extruded alluminium section as approved by

Engg.in charge(Jindal alluminium) (a)

Frame sections 101.6x44.45 mm (b) Shutter

bottom vertical & top section 83.5x44.45 (wt.1.31

kg/mt.)(at 1.31 kg/mt) (c) Shutter bottom

43 1 section at 114.3x44.45 mm at (1.37kg/mt) 2,900.00 Smt

Shutter middle section at 100x44.3 wt.(1.37 kg/mt)

incl.providing & installing 5 mm thick

approved color Acrylic sheet of standard

quality fixed with glazing chips on upper pannel &

Laminated sheet on lower pannel (wtt.0.13

kg/Rmt) etc.comp.as direction of engg.in

Providing and fixing extruded aluminum window

having extruded aluminum Colour

Powder Coated section frame main outer size

Kg/mt,horizontal Four track member size 122.20mm

Kg/mt,vertical member of size 122.20mm x

31.75mm x 1.50mm ,@ Wt. 1.398 Kg/mt with

44 1 sliding shutters of horizontal member size 40mm x 2,500.62 Sq. M.

0.456Kg/mt,vertical member of size 40mm x 18mm

x 1.29mm @ wt.of 0.456Kg/mt,@ with

5 mm thick transparent bronze colour tinted float

glass with powder coated aluminum

fittings and fixtures and transparent silicon sealant

glass fixing to frame as per details etc

complete for window.

Providing & Fixing in position Alluminium vents

with frame using approved anodised extruded

alluminium section as approved by Engg. In

charge.(Jindal alluminium) units equivalent

Approved Rate)Frame section of 63.50 x

mm. (wt. 0.68Kg/Rmt) incl. Providing & Installing

5 mmthick approved color Acrylic sheet of

standard quality etc. comp.

Providing and fixing standared extruded of

alluminium section of size 63 mmx38.10

mmx1.2 mm (Jindal Section:2434, @ Wt.0.643

Kg/mt) with colour anodized alluminium

frame for ventilation with 5 mm thick frosted

glass as details etc complete for Ventilation

Providing and fixing standared extruded of

alluminium section of size 63.50 x 38.10 x

47 1 mm,@ Wt 1.094Kg / Rmt with colour Powder 2,141.88 Sq.M.

Coated alluminium frame with 5 mm thick

transparent bronze colour tinted float glass as

details etc complete for Fix Partition

Providing and laying 40 mm thick marble chips

flooring rubbed and polished (I.E.terrazo) to

granolithic finish with under layer 30 mm thick

cement concrete1:2:4 (1-Cement: 2-coarse sand:

4-graded stone aggregate 10 mm and

down gauge) and to player 10 mm thick with white,

black or white and blak marble cihps of required

sizes from 1 mm to 4 mm nominal size laid in

cement marble powder mix 3:1 (3- Cement:1-Marble

powder by weight) in proportion of 4:7 (4-

Cement: 7-marble chips by volume) (C)

Medium Shade pigment with approx 50%

white cement and 50% ordinary cement (In top

layer only) (upto 10 ton)

Providing and laying marble chips skirting

(Terrazo) or dedo rubbed, and polished to

Granolithic finish to player 6 mm white, black or

white and black marble chips of size from

smallest to 4 mm nominal size laid in cement

marble powder mix 3:1 (3-Cement: 1 marble

powder by weight) in proportion of 4:7 (4-cement

marble powder mix: 7-marble chips by volume) (B)

Light shade pigment with white cement (In top layer

Providing and laying white glazed tiles 6mm thick in

flooring treads of steps and landing laid

50 1 on a bed of 12mm thick cement mortar 1:3 (1- 726.6 Sq.M.

cement : 3-coarse sand ) finishing with flush

pointing in white cement.

Providing and laying Ceramic tiles 6 mm thick in

flooring treads of steps and landing laid on a bed of

51 1 12 mm thick cement mortar 1:3 (1- cement :3- 696.15 Sq.M.

coarses and) finishing with flush pointing in white

cement. (upto 10 ton)

Providing & Fixing 20 mm thick Mirror Polished

Decorative Granite Board with Computerised

Golden Letters Discription as per

instructions of engg. in charge to M.S. frame

structure for Inaugaration & Public Handover

Function (N.S.)

Providing and laying Vitrified tiles 8 to 10 mm thick,

36''x36'' in flooring treads of steps and landing laid

on a bed of 12 mm thick cement mortar 1:3

(1-cement:3-coarses and) finishing with flush

pointing inwhite cement. (upto 10 ton)

Providing and laying Vitrified tiles 8 to 10 mm thick,

24''x24'' in skrting risers of steps and dedo on

54 1 mm thick cement plaster 1:3 (1- cement: 819 Sqm

3-coarse sand) and jointed with white

cement slurry (upto 10 ton)

Providing and laying Vitrified tiles 8 to 10 mm thick,

in skrting risers of steps and dedo on 10 mm

55 1 thick cement plaster 1:3 (1-cement:3- coarse 1,326.15 Sqm

sand) and jointed with white cement slurry (upto

Providing and laying 24" x 24" vitrified Tiles

8 to 10 mm th. Double Charged gloosy/ Matt

of Approved make as approved by Adl.C.E. /

consultants in flooring over 20 mm thick cement

mortar 1:6 (1 cement : 6 coarse sand)on new

surface& jointed with colour cement slurry incl

with flush pointing & cleaning the surface etc.

Providing and laying 24" x 24" vitrified 8 to

10 mm th.Double Charged Gloosy / Matt

tiles of Approved make as Approved by Adl.C.E.

/ Consultants for upto 10 cm high skirting as

57 20 approved by Engineer in charge over 10 mm 165 Rmt

thick cement mortar 1:6 (1 cement : 6 coarse

sand)on new surface& jointed with colour cement

slurry incl with flush pointing & cleaning the

surface etc. comp.

Providing and laying polished Kota stone slab

flooring over 20 mm (Average) thick base of

cement mortar 1:6 (1-cement:6-coarses and)

or L.M.1.1.5 (1-Lime putty:1.5-coarses and)

laid over and jointed with grey cement slurry mixed

with pigment to match the shade of slab

including rubbing and polishing etc. complete. (A)

25 mm thick (upto 10 ton)

Providing and laying marble stone slab flooring over

20mm (average)base of cement mortar 1:6 (1-

cement : 6 coarse sand) or L.M. 1:1.5(1- lime putty :

59 1 1.5 - coarse sand) laid and jointed with gray cement 1,752.45 Sq.M.

slurry including rubbing and polishing complete. (A)

Marble slab 25mm

Providing and laying polished Kota stone slab

flooring over 20 mm (Average) thick base of

cement mortar 1:6 (1-cement:6-coarses and) or

L.M.1.1.5 laid over and jointed with grey

cement slurry including rubbing and polishing

etc.complete. (B) 30 mm thick (upto 10 ton)

Providing and laying polished kota stone slab

mm thick in risers of steps, skirting Dedo and pillars

laid on 10 mm thick cement mortar 1:3 (1-Cement

61 1 :3 coarses and) and jointed with gray cement 932.4 Sq.M.

slury mixed with pigment to match the shade of

slab including rubbing and polishing

etc.complete. (upto 10 ton)

Providing and laying cement concrete

flooring 1:2:4 (1-cement: 2-coarses and:4-

62 1 graded stone aggregate 20mm nominal size) laid 198.45 Sq.M.

in one layer and finished with a floating coat of

neat cement. (A) 40mm thick. (upto 10 ton)

Providing and laying cement concrete

flooring 1:2:4 (1-cement: 2-coarse sand:4-

63 1 graded stone aggregate 20mm nominal size) laid 232.05 Sq.M.

in one layer and finished with a floating coat of

neat cement. (B) 50mm thick. (upto 10 ton)

Providing and fixing pre-cast concrete kerb

stone of gray cement based concrete block

cm length, 30 cm height and 15 cm thick of M250

64 1 grade concret as per approved design and 327.17 Rmt

including excavation for fixing in proper line and

level, filling the joint with C:M 1:3 (1 cement :3

fine sand) etc complete. (upto 10 ton)

Providing and fixing pre-cast Rubber Dye / steel Dye

inter locking concrete block 60mm thick

with grade of concrete M300 pnumatic compressed /

vibrated mechanically and as per

approved design Confirming to IS 15658 :

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.

Providing and laying broken china mosaic flooring

for terrace using 12 mm to 20 mm broken pieces of

glazed tiles to be laid over cement mortar 1:3 to

plain or slope and to be tempered to bring mortar

creme out upto surface using white cement

including rounding off junctions and extending

them up to15 cm along the wall, clearing with

water and oxalic acid etc.asdirected.

Providing and laying coloured glazed tiles

of the size 300 mmx200 mmx8 mm/300

mmx450 mmx8 mm in skirting, risers of steps

and dedo on 10 mm. thick cement plaster 1:3

(1cement: 3 coarse sand) & jointed with white

Providing corrugated G.I. sheet of class-3

roofing fixed with glavanished iron J or

L Hooks, Bolts and nuts 8 mm diameter with

68 1 bitumen and G.I. limpet washer or G.I. limpet 793.1 Sqm

washer. filled with white lead complete excluding

the cost of purlins, Rafters and Trusses. (1)

mm thick sheet.(up to10 ton)

Providing ridges or hips 600 mm over allin plain

69 15 G.I. sheet class-3 fixed with G.I. J or L Hooks 493.5 Sqm

and nuts 8 mm dia G.I. Limpet and bitumen

washer complete. (1)

Providing and fixing 150 mm wide 450 mm over all

semi circular plain G.I.sheet class-3 gutter with

70 2 Iron brackets 40 mmx3 mm size Bolts, Nuts, 435.75 Sqm

washers etc. including making necessary

connection with rain water pipes. (i) 0.80 mm thick

Providing and fixing five courses water profing

treatment with bitumen felt consisting of

second and fourth course of blown/ bitumen

or/and residual bitumen applied hot at

kg.per Sq.M.of area for each course and first

course with fibre base bitunen saturated under

lay type land third course with fibre base self

finished felt type 2 grade 1 and fifth and final

course of stone grit 6 mm and down size or pea

sizes gravel spread at

Cu.Metre/Sq.metre preparation of surface

excluding grading complete. (upto 10 ton) including

Providing and fixing on wall face C.I. Rain water

pipe including filling the joints with spun yarn soaked

in neat cement slurry and cement mortar

1:2(1- Cement : 2-fine sand) (A) 75 mm dia.

Providing 15 mm thick cement plaster in

single coat on Rough (Similar) side of single or

73 2 half brick walls for interior plastering up to floor 116.55 Sqm

two level and finished even and smooth in (i)

Cement mortar 1:3 (1-cement :3-sand)

Providing 20mm thick sand faced cement plaster on

walls upto height 10 metres above ground level

74 2 consisting of 12mm thick backing coat of C.M. 1:3 198.45 Sqm

(1-cement : 3-sand) and 8mm thick finishing coat of

C.M. 1:1 (1-cement : 1-sand) etc. complete.

Colour washing with lime on wall surface (two

coats) over and including a primary coat of

75 5 white washing to give an even shade after 8.19 Sqm

through brooming the surface to remove all dirt,

dust, mortar drops and other foreigh matter.

Removing dry or oil bound distemper by

a washing and scraping and sand papering

the wall surface smooth including necessary

repairs to scratches complete.

Distempering with dry distemper of approved brand

and manufacture (two coats) and of required

shade on wall surfaces of given an even shade,

77 5 over and including a priming coat of 31.29 Sqm

whiting after thoroughly brooming the surface

free from mortar dropping and other foreign

Distempeing (Two coats) with oil bound

distemper of approved brand and

manufacture and of required shade on wall

surfaces to give an even shade, over and

including a priming coat with distemper

primer of approved brand and manufacture

after thoroughly brushing the surface free from

mortar dropping and other foreign matter

and also including preparing the surface even

and sand papered smooth.

Extra Coat for Above Item over above for

79 5 every subsequent coat of approved brand and 20.06 Sqm

Wall painting (two coats) with plastic emulsion

paint of approved brand and manufacture

on undecorated wall surface to give an even

shade including throughly brushing the surface

free from mortar droppings and other foreign

matter and sand papered smooth.

Extra over item for every sub sequent coat of

81 5 wall painting with plastic emulsion paint of 22.26 Sqm

Extra over item for painting with plastic emulsion

81 a 5 paint of approved brand on ceilings and sloping 3.57 smt

Applying priming coat over new steel and other

metel surface after and including preparing

the surface by throughly cleaning, oil, grease,

82 5 dirt and other foreign matter and scoured 22.89 Sqm

with brushes fine steel wood, scrapers and sand

paper with ready mixed priming paint brushing

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 cleaning the surface of all dirt, dust

and other foreign matter.

Painting one coats (excluding priming coat) on

previously painted steel and other metal surface

84 5 with enamel paint, brushing to give an even 34.5 Sqm

shade including cleaning the surface of all dirt,

dust and other foreign matter.

85 5 Extra over item for every sub sequent coat of paint. 33.6 Sqm

Painting two coats (excluding priming coat)

on new steel and other metal surface with

86 5 synthetic enamel paint, brushing to give an even 47.36 Sqm

shade including cleaning the surfaceofalldirt,dust

and other foreign matter.

Painting one coats (excluding priming coat) on

previously printed steel and other metal surface with

87 5 synthetic enamel paint, brushing to give an even 29.19 Sqm

shade including cleaning the surface of all dirt, dust

and other foreign matter.

Extra over Above item for every sub sequent

Painting two coats (excluding priming coat)

on external surface of new rain water, soil, waste

and vent pipes and fittings with ready mixed

bituminous brushing, black, anti corrosive to

give an even shade including cleaning of all dirt,

dustand other foreign matter.(75 mm dia)

Painting two coats (excluding priming coat)

on external surface of new rain water, soil, waste

and vent pipes and fittings with ready mixed

bituminous brushing, black, anti corrosive to

give an even shade including cleaning of all dirt,

dust and other foreign matter.(100 mm dia)

Painting two coats (excluding priming coat)

on new wood and wood based surface with

enamel paint, interior to give an even shade

91 5 including cleaning the surface of all dirt, dust 26.78 Sqm

and other foreign matter sand papering and

stopping. (a) Ready mixed paint

brushing wood primier pink.

Painting one coats (excluding priming coat) on

previously painted wood and wood based

surface with enamel paint, to give an even shade

including cleaning the of all dirt, dust and other

foreign matter.(b) Ready mixed paintbrushing

priming for enamel

Extra over Above item for every sub sequent

Painting two coats (excluding priming coat)

on new wood and wood based surface with

ready mixed paint, brushing, oil, gloss, semi gloss

to give and even shade including cleaning of all

dust, dirt and other foreign matters and

papering and stopping.

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

Applying two coats of Birla (white cement

based) or Asian (acryliclapy-putty) or

equivalent & two coats of primer of approved

96 5 brand and manufacture on new wall surface to 47.41 Sqm

give an even shade including thoroughly brushing

the surface free from mortar dropping and other

foreign matter and sand papered smooth.

Painting two coats (excluding priming coat)

on new wood and wood based surface with

enamel paint, interior to give an even shade

including cleaning the surface of all dirt, dust

and other foreign matter sand papering and

Writing letter or figures on any surface with

black japan paint (stops, comas, hyphens and

98 5 the like not to be measured and paid for 2.1

separately) (i) Block (Letters/Figures) (Per

10 Letter pet CM.HT)

Extra over items for using thick white paint

99 5 instead of black japan paint. (i)Block 0.08

(Letters/Figures)

Writing letter or figures on any surface with per

black japan paint (stops, comas, hyphens and letter

the like not to be measured and paid for per

separately) (ii) Indian(Letters/Figures) Cm/Ht

Extra over items for using thick white paint

101 5 instead of black japan paint. (ii) Indian 0.08

(Letters/Figures)

Painting lines, deashes, arrows, letters etc on

roads, Air fields and like in two coats with road

102 5 marking paint, brushing including cleaning the 81.27 Sqm

surface of all dirt, dust and other foreign matter.

(i)Over 10cmi n width

Painting lines, deashes, arrows, letters etc on

roads, Air fields and like in two coats with road

103 5 marking paint, brushing including cleaning the 8.09 Rmt

surface of all dirt, dust and other foreign

matter.(ii) Upto 10 cm in width

Painting lines, deashes, arrows, letters etc on

roads, Air fields and like in one coats with road

104 5 marking paint, brushing including cleaning the 33.6 Sqm

surface of all dirt, dust and other foreign matter.

(i)Over 10cm in width

Painting lines, deashes, arrows, letters etc on

roads, Air fields and like in one coats with road

105 5 marking paint, brushing including cleaning the 3.68 Sqm

surface of all dirt, dust and other foreign matter.

(ii) Upto 10cm in width

Demolition including stacking of serviceable

106 2 materilas and disposal of unserviceable materials 698.25 Cu.M.

with all lead and lift. (i) R.C.C. work

Demolition of Brick work and stone masonry

including stacking of serviceable materil as and

disposalof unserviceable materials with all lead

and lift.(ii) In Cement Mortar.

Dismentaling tiled of stone floors laid in mortar

including stacking of serviceable materil as and

disposal of unserviceable materials with all lead

Dismentaling of sheet roofing including

ridges, Hips, Valleys, Gutters etc. stacking of

109 1 serviceable materil as and disposal of 31.5 Sqm

unserviceable materials with all lead and lift.(i)

G.I.sheet roofing.

Dismentling steel work including distempering

and stacking the materials with all lead and lift.

Dismentling doors, windows, ventilators etc.

(wood or steel) shutters including

chowkhats architraves, hold fasts and other

attachment etc. complete and stacking the

material within all lead and lift.(i) Not exceeding

Dismentling doors, windows, ventilators etc.

(wood or steel) shutters including

chowkhats architraves,hold fasts and other

attachment etc. complete and stacking the

material with in all lead and lift.(ii) Exceeding

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 unserviceable materials with all lead and

Dismentling C.I. pipes G.S.W. pipes abd A.C.

rain water pipes with fittings and clamps

including stacking the materials with all lead and lift

(for any dia, of pipe)

Dismantling santtary fittings like wash basin .

W.C. pan Indian and Europe an type, flushing

tank etc. including stacking the materials with all

Scraping oil paint from steel and other metal

116 1 surface and making the surface even (with 32.55 Smt

Hand Scraping.)

Removing and scraping of old deteriorated

plaster of any thickness from wall /

117 1 R.C.C member including stacking of 12.92 Smt

serviceable material and disposal of

unserviceable from site of work with all lead and lift

Providing and fixing M.S. fan clamps of

118 1 shape and size as specified in existing R.C.C. 112.35 Each

slab including cutting chase and making good.

Cutting out cracks of roof terrace to V-section,

119 1 cleaning out, wetting, grouting with cement and 41 Rmt

sand slurry 1:3 (1-cement 3-sand ) (upto 10 ton)

Cutting out cracks roof terrace to V-Section

cleaning out and filling solidly with a hot

mixture of bitumen and clean dry sand (1:1 by

weight) (up to 10 ton)

Providing & Fixing in position Alluminium

doors with frame using approved quality

anodised extruded alluminium section as

approved by Engg.in charge(Jindal alluminium)(a)

Frame sections 101.6x44.45 mm (b)

Shutter bottom vertical & top section

121 1 Shutter bottom section at 114.3x44.45 mm at (1.37 2,900.00 Sq. M.

kg/mt) Shutter middle section at 100x44.3 wt.(1.37

kg/mt) incl.providing & installing 5 mm thick

approved color Acrylic sheet of standard quality

fixed with glazing chips on upper pannel &

Laminated sheet on lower pannel (wtt.0.13

kg/Rmt) etc.comp.as direction of engg.in

Providing & Fixing in position Fully Panelled /

Partly Panelled Partly Glazed / Fully Glazed

Alluminium doors with frame using approved

quality anodised extruded alluminium

section as approved by Engg. In charge.(Jindal

alluminium )(a) Frame sections 101.6x44.45 mm

b) Shutter vertical & top section 83.5x44.45

122 1 (wt. 1.31 kg/mt.)( at 1.31 kg/mt) © Shutter 4,583.00 Sq.M.

bottom section at 114.3 x44.45mm at ( 1.37 kg/mt

) Shutter middle section at 100x44.3 wt. (1.37

kg/mt ) incl. providing & installing 5 mm thick

Glass of standaed quality fixed / 12 mm thick

Laminated sheet with glazing chips (wt. 0.13 kg/

Rmt) in panels etc. comp. as per Detail Given

& direction of engg.in charge.

Providing & Fixing in position Alluminium

window 2/3/4 track sliding / fix type with

frame using approved anodised extruded

123 1 alluminium section as approved by Engg. In 4,518.00 Sq. M.

charge.(Jindal alluminium) units equivalent.

including P/F installing 5 mm thick clear/tinted

Glass of standard quality etc.comp.

Providing & Fixing in position Alluminium vents

with frame using approved anodised extruded

alluminium section as approved by Engg. In

124 1 charge.(Jindal alluminium) units equivalent Frame 4,218.00 Sq. M.

section of 63.50 x 38.50 mm. (wt.0.68 Kg/Rmt)

incl. Providing & Installing 5 mm thick Glass

of standard quality etc. comp.

Providing and fixing of Ridge flashing for

roof panel shall be made out of 0.5 mm

thick pre coated GI sheet. The Pre coatedsheet

shall be of minimum 240 mpa steel grade

confirming to IS 14246:1995 and shall have zinc

coating of minimum 120 gsm as per

IS:277:1992, 5-7 microns epoxy primer on

125 1 both side of the sheet and polyester top coat 15- 458.85 Sqm

18 micron. The PP GI Sheet shall have

plastic protective guard film of minimum

microns to avoid scratches during

transportation. The ridge shall be fixed to the steel

members by poprivetor self drilling/self

stitching fastners @ maximum 450mm c/c along

length of capping/flashing etc complete .

Supplying and fixing vinyl flooring over the

surface having 1-2 mm thickness as per

directed by engineer incharge etc as

completed (N.S.)

Providing and laying 15mm bamboza

wooden flooring as per architect's drawing

with all necessary details as directed by the

project consultants. Use underlay for better

result as per Detail specifications and directed by

the project consultants. (N.S.) Approved Rate )

Providing and fixing 1.20 Metre high fencing

with 2.0 Metre long M.S. Angle posts 40 mm x

mm x 6 mm and oil painting 3 coats fixed at

2.5 Mt, C/c. with five Horizontan lines and two

128 1 diagonals of galvanised steel barbed wire 320.25 Rmt

weighting 9.38 Kg. per 100 Metre, strained and

fixed to posts with G.I, staples including fixing

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

block in C.C 1:5:10 etc complete.

Renovation and Repairing work in Chainlink

fencing any size and also refixing work incl.

129 1 febrication work with all materails to be 735 Rmt.

painted one coat of primer and twocoats of

paint as directed inline and level. (N.S.)

Constructing a sink (chowkedi) with C.C. 1:2:4,

12 cm. thick over B.B. masonry in C.M, (1:6) in

front and dwarf wall 1.0 Mt. high and 23 cm. thick

cement plaster to masonry / in C.M.1:3) and

cement concrete flooring in 1:2:4: mix

5cm.dia.drain pipe etc.complete.

Constructing a cooking platform 60 cm. width and

70 cm high resting on B.B. Masonry walls 23 cm.

thick in C.M. (1:6) with (i) Fixing or precast

131 1 R.C.C. 1:2:4) 8 cm. thick slab with marble chips 622.65 Rmt

set in C.M. (1:6) (6 mm thick terrazo) with

plastering on exposed faces walls in C.M. (1:4)

Extra rate for using Ready Mix Concrete of

any grade for below ground level to vertical upto

any floor with delivery & suction Pipe & Pump etc.

The rate includes fule, pump operator, skilled

labor, driver etc completed and as per direction of

engineer in charge

P/A Tremix with dewartering machine and

floater machine on constructed CC work for

finishing the surface as per requirement. The

rate including all machinaries, labor, loading,

unloading, transportaion etc complete as per

direction given by engineer incharge.

Carring out timber treatment to all wood work

including drilling holes and spraying oil based

chemical solution on surface of timber work for

termite control including labour and material etc.

complete. Using Chlordene 20 EC. As

Per 6113_part III Consentration Weight1.00 percent

134 1 is recommended one litre chemical emulsion dillute 36.65 Smt

with 9 liter of kerosene precent

concentration. Total dillute concrentration

will be 10 litre inclusive of the litre

chemical emulsion appication 0.75 / Litre

chemical per one Sqmt printed two coat wood

Applying general insecticide pest control

treatment to floors, cup boards etc

including labour material etc. complete.

Using Heptachloride 20 EC. As Per

6113_pests Consentration Weight 0.50 percentis

135 1 recommended one litre chemical emulsion dillute 61.43 Smt

with 39 liter of water will give. Total dillute

concrentration will be 40 litre inclusive of one

litre chemical emulsion appication 0.5 Litre

chemical / Sqm of surface is recommended

Carring out plinth treatment to post construction /

existing structure by spraying chemical solution

for termite control treatment including labour and

material consist ment with I.S. specification.

Using Chlordene and Chior purfiles 20 EC. As

Per 6131_paret-II Consentration Weight on

percentis recommended i.e one litre 20 EC

chemical emulsion with 19 liter give 1%

concrentration inclusive of one litre chemical

emulsion appication attherate of 5 Litre

chemical / Sqm of surface is recommended

Carrying out wall treatment for termite control

including spraying with chemical solution in oil

base (0.5 Lit./Sq.M.) including labour and

material Using Hepachlor concentration

EC. As Per IS.6316_paret-II Consentration by

Weight 0.50 percentis recommended

i.e one litre chemical emulsion dillute with

39 liter go fIS concrentration total dillite

concentration will be 40 litre inclusive of one

litre chemical emulsion appication at the rate of

7.5 Litre chemical / Sqm of surface is recommended

Providing erecting and fixing double coated

Syntex PVC.(ISI) water tank of required

capacity each with all necessary fittings and

connection etc. complete on terrace.

Providing and fixing to wall, ceiling and floor

galvanised Mild steel tubes (Medium grade)

139 of the following nominal bore, tube fitting and

clamps including making good the wall ceiling and

5 (A) 15mm (upto 10 ton) 162.75 Rmt

5 (B) 20mm (upto 10 ton) 205.8 Rmt

2 (C) 25mm (upto 10 ton) 283.5 Rmt

5 (D) 32mm (upto 10 ton) 357 Rmt

2 (E) 40mm (upto 10 ton) 436 Rmt

2 (F) 50mm (upto 10 ton) 569.1 Rmt

Providing and laying in trenches galvanised

mild steel tubes (Midium grade) of the

140 following nominal bore, and tube fitting (Earth

work in trenches to be measured and paid for

5 (A) 15mm (upto 10 ton) 124.95 Rmt

2 (B) 20mm (upto 10 ton) 161.7 Rmt

2 (C) 25mm (upto 10 ton) 232.05 Rmt

2 (D) 40mm (upto 10 ton) 354.9 Rmt

2 (E) 65mm (upto 10 ton) 584.85 Rmt

2 (H) 80mm (upto 10 ton) 750.75 Rmt

Making connection of galvanised Mild steel

distribution branch with galvanised mild steel main

141 5 50 mm to 80 mm nominal bore by 400.05 Each

providing and fixing tee including cutting and

threading the pipes complete.

Providing and fixing to wall ceiling and floor

Kg.F/Cm2 working pressure poluthene pipes of

the following out side Dia. Low densidy,

complete with special falnge compression

type fittings,wall clips etc.including making

good the wall ceiling and floor.

Providing and fixing to wall ceiling and floor

10.0Kg.F/Cm2 working pressure polythene pipes

of the following out side Dia. Low densidy,

complete with special falnge compression

type fittings, wall clips etc. including making

good the wall ceiling and floor.

5 (C) 32mm 77.6 Rmt

5 (D) 40mm 82.95 Rmt

5 (F) 75mm 186.9 Rmt

Providing and fixing cast iron (Spun) Nahni

trap of the following nominal diameter of self

cleaning design with C.I. screaed down or higned

grating including cost of cutting and making

good the walls and floor 100 mm inlet and 50 mm

outlet.(C)100mm dia.

Providing and fixing water closet squatting Pan

(Indian type W.C.Pan) size 580 mm (Earth

145 1 work, bed concrete, foot rest and trap to be 617.4 Each

measured and paid for separately) (A) Vitreous

China. (I)Long pattern = White colour

Provdg. & fixing wall mounted White / Color

Vitreous China European water closet

146 1 with integral P trap of "Cera" - Clair Series or 4,250.00 No.

equivalent incl. seat cover , Chair Bracket etc.

complete as per direction of engg. In charge.(N.S.)

Providing and fixing wsh down water closet

(Europe an type, W.C.Pan) with integral P or S

trap including jointing the trap with soil pipe in

147 1 Cement Mortar1:1 (1- Cement:1-fine sand) 919.8 Each

(Seal and cover to be measured and paid

forseparately) (A) vitreous China Pattern :(i) in

Provdg. & Fixing Flat Back Large Urinal of White/

colour of "Cera" or " Hindware" incl. C.P. Brass

148 1 waste coupline , waste pipe, 1,850.00 No.

pvcconnection etc. Complete.( size

Providing & Fixing Angle cock of " Ess Ess" -

Trend series or equivalent standard make

as approved by engg. in charge all complete.

Providing and fixing 100 mm size P or S trap

for water closet squatting pan including jointing

150 1 the trap with the pan and soil pipe in cement 207.9 Each

Mortar1:1 (1-Cement : 1-Fine sand)(A) Vitreous

China.Pattern in white colour

Providing and fixing wash basin with single hole

for pillar tap with C.I.or M.S. brackets painted

white including sutting holes and making good the

same but excluding fittings. (A) Vitreous China:

(ii) Flat Back wash basin 550 mm x v 400 mm

size.(i) In white colour.

Providing and fixing Kitchen sink with C.I. or M.S.

brackets, painted white including cutting holes

152 1 in walls and making good the same but 2,009.70 Each

excluding fittings. © Vitreous China Sink. (i)

mm x 450 mmx 150 mm size

Providing and fixing 600 mm x 450 mm bevelled

edge mirrror of superior glass mounted on

153 1 mm thick A.C. sheet or ply wood sheet and fixing 609 Each

to wooden pluge with C.P. brass screws and

Providing and fixing chromium plated brass halftrun

154 flush cock of approved quality including

fixing in pipe line etc. complete.(ii) 25mm dia.

Provdg. & fixing White / Color Vitreous china

Counter wash basin with signle hole for pillar tap

of "Cera " - Concord series of 550 x425 mm size

to be fiited in stone counter with necessary

brackets painted white incl. cutting holes and

making good the same .Cost Includes P/F C.P.

brass waste coupline, 32 mm dia fisher union

mm dia. Pillar cock & Angle cock of " Ess Ess"-

Trend series ,32 mm dia. Waste pipe etc.

complete as per dir. of engg. in charge.

Providing and fixing washbasin with single holefor

pillar tap with C.I. or M.S. brackets painted

white including sutting holes and making goodthe

same but excluding fittings.(A) Vitreous

China:(ii) Flat Back washbasin 550 mm x v400mm

size. (i) In white colour.

Providing & Fixing S.S.304 Grade Sink of

Nirali / Krishna or Equivalent Make for

Kitchen Platform of size : 24":x18" as per

Direction of engg. In charge

Providing and fixing C.P. brass towel rail

comlete with C.P.brass brackets fixed to

wooden plugs with C.P. brass scews.(B) 600mm

Providing and fixing 600 mmx120 mm glass

shelf with C.P. brass bracket and guard rail

complete mixed to wooden plug with C.P.brass

Providing and fixing toilet paper holder. (A)

Providing and fixing screw down bib taps of

161 following size. (A) Brass screw down bib tap

polished bright.

1 (i) 15mm dia. 198.45 Each

1 (ii) 20mm dia. 248.85 Each

Providing and fixing screw down bib taps of

162 following size. (B) Brass chromium plated screws

1 (i) 15mm dia. 218.29 Each

1 (ii) 20mm dia. 250.97 Each

Providing and fixing screw down bib taps of

following size. © Gun metal screw down bib tap.

1 (i) 15mm dia. 185.6 Each

1 (ii) 20mm dia. 207.78 Each

Providing and fixing pillar tap, capstan head,

164 screw down high pressure with screws, shanks

1 (i) 15mm dia. 360.7 Each

1 (ii) 20mm dia. 414.39 Each

Providing and fixing Gun metal check or non-

return fullway wheel valve.

1 (i) 15mm dia. 218.29 Each

1 (ii) 20mm dia. 238.13 Each

1 (III) 25 MM DIA 491.44 Each

1 (E) 40mm dia 775.09 Each

Providing and fixing chromium plated brass

166 half trun flush cock of approved quality including

fixing in pipe line etc. complete.

1 (i) 20mm dia. 297.66 Each

1 (ii) 25mm dia. 308.17 Each

1 (iii) 32mm dia. 322.18 Each

Providing and fixing Urinal or approved

quality including conecting the Urinal with

167 1 waste pipe , tap etc.complete. (A) White earthen 690.9 Each

ware flat back or corner type size 430mm x

Providing and fixing Urinal of approved

quality including connection with trap and

168 1 with integral longitudinal flush pipe. (A) Squating 1,023.75 Each

plate pattern white earthen ware 550mm x

Providing and fixing chromium plated, bottle

169 1 trap with necessary couplings of approved quality 328.01 Each

for wash basin.

Providing and fixing ball cock ofapproved quality

as directed. (A) Copper Metal (i) 25mm dia.

Providing and fixing ball cock of approved

quality as directed. (B)Abonite (i) 25mm dia.

Filling with good Quality thor as and where

directed by the Architect / Engineer-in-charge,

172 1 in sunk in layers of 15 cm. thickness, including 3,850.00 Cmt

watering, ramming well etc. complete, as

directed by the Architect / Engineer-in-charge .

Providing laying and jointing in true line and level

mm dia. U.P.V.C. Pipe (SCH-40) for cold

water including fittings make PRINCE/

SUPREME/ ASTRAL/ FINOLEX or equivalent as

approved by Engineer In Charge. Pipe shall be

173 1 fixed on the wall with the help of clamp at 84.87 Rmt

every two metre C/C or shall be concelled as

directed including necessary fittings etc.

including testing of pipe and joints and fixing the

same with solvent, including cost of all

materials.adhesive

Providing laying and jointing in true line and level

mm dia. U.P.V.C. Pipe (SCH-40) for cold

water including fittings make PRINCE/

SUPREME/ ASTRAL/ FINOLEX orequivalent as

approved by Engineer In Charge. Pipe shall be

174 1 fixed on the wall with the help of clamp at 107.29 Rmt

every two metre C/C or shall be concelled as

directed including necessary fittings etc.

including testing of pipe and joints and fixing the

same with adhesive solvent, including cost of

Providing laying and jointing in true line and level

mm dia. U.P.V.C. Pipe (SCH-40) for cold

water including fittings make PRINCE/

SUPREME/ ASTRAL/ FINOLEX or equivalent as

approved by Engineer In Charge. Pipe shall be

175 1 fixed on the wall with the help of clamp at 139.2 Rmt

every two metre C/C or shall be concelled as

directed including necessary fittings etc.

including testing of pipe and joints and fixing the

same with adhesive solvent, including cost of

Providing laying and jointing in true line and level

mm dia. U.P.V.C. Pipe (SCH-40) for cold

water including fittings make PRINCE/

SUPREME/ ASTRAL/ FINOLEX or equivalent as

approved by Engineer In Charge. Pipe shall be

176 1 fixed on the wall with the help of clamp at 173.03 Rmt

every two metre C/C or shall be concelled as

directed including necessary fittings etc.

including testing of pipe and joints and fixing the

same with adhesive solvent, including cost of

Providing laying and jointing in true line and level

mm dia. U.P.V.C. Pipe (SCH-40) for cold

water including fittings make PRINCE/

SUPREME/ ASTRAL/ FINOLEX or equivalent as

approved by Engineer In Charge. Pipe shall be

a 1 fixed on the wall with the help of clamp at 228.61 Rmt

every two metre C/C or shall be concelled as

directed including necessary fittings etc.

including testing of pipe and joints and fixing the

same with adhesive solvent, including cost of

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 dia 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

177 1 and weighting 13 kg/100 mt. (Average) as per 390 Rmt

manufacture's specification. The rate shall

also include providing and fixing 1.20 mt.total

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

spacing embaded 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

Fixing sun film for protection sunlight in black or any

178 1 colour as as directd by engineer In Charge.(Market 850 Smt

Providing & Fixing 3 mm thick F.R.P.sheet of

Approved Quality & Color / Pattern as per

Consultant's design also includes required

fabrication structure in the grid of 2'-0x2'-0 size

using hollow pipe of16 gauge & size 2"x1" &

179 1 1"x1" ,G.I. & Bitumen Washers, Silicon paste 1,930.00 SqM

application for fixing the sheet . Rate also

includesnecessary bending, cutting, labor charges

, Zinc Primer coat & Two coats of oil painting of

color as approved by consultants & making

good the wall. (N.S.)

Providing 2 mm thick F.R.P. Gutter with necessary

M.S. Supporting Brackets. (N.S.)

Hiring charges for J.C.B.machine inclduing cost

181 1 of fuel, operator, dirver etc.. ( 12 hours 600 Hrs.

sift day/night) (N.S.)

To provide tractor with hydraulic trolley, driver,

Nos. of Labor with all tools like bucket drum,

showels, trikam, pavadas, etc,, to

182 1 carryout different works during monsoon for 12 3,000.00 No.

Hrs. Shift. Work shall be carried out as per

the instrucitons of Engineer In-Charge.No extra

charged shall be paid for night shift.

Roller Blind Providing and fixing Roller Blind

curtain fixed on window level on wooden

batten and curtain lift with cotton thin rope,

183 1 make of aerolax or equivalent design and 3,285.00 Smt

colour as per instruction by engineer – in –

Charge with necessary hardware fitting, material

and labour etc complete.

Providing & Fixing Door closer - complete of

184 1 Approved make to wooden / Aluminium Doors as 560 No.

per direction of engg. In charge.

Providing and fixiing M.S. Fan clamps type 1 of

mm dia M.S. bar bent to shape with hooked ends of

185 1 R.C.C. slabs during laying incl. painting the exposed 83.16 No.

protion of loops, all as per standard design

Providing cement vata (10cm. x 10 cm. size) quarter

186 1 round in cement mortar 1:1 including neat cement 18.69 Rmt

finishing, watering etc. complete.

Making Water connection from exi.Muni. Water line

Providing and applying fibere reinforced

cementitious micro concrete work in

cellings and beams incl.mixture of

CEMSCREED HM (F) fair mate company

material, FBR bonding agent material with

water in suItable proportion anti corrosive

treatment on exposed beam,celling steel bars with

safeCore R incl.all kind of labour

etc.comp.including three coat of white

wash.(Approved Rate)

Providing and Fixing 1 H.P. Electrical monoblock or

submarcible water pumps withmotor and required

cable and switch board of approved brand and

make etc.comp.as directed.

.Providing TMT Bar FE 415 reinforcement for R.C.C.

5 work including bending, binding and placing in 62.61 Kg.

position complete up to floor two level (up to 10 ton)

ProvidingTMTBarFE500/500Dreinforcement for

R.C.C.workincluding bending,binding and placing in

b 5 position complete upto floor two level placing in 71.71 Kg.

position complete upto floor two level placing in

position complete upto floor two level(upto 10 ton)

Providing and fixing 30mm thick solid both side

prelam PVC door shutter (sintex door-equivalent)

with necessary alluminium fitting with EL-7 section

Conveyance charge of Earth,Lime, Murrum, building

rubbish earch manure or sludge and excavated rock

and fly ash,aggregate of any kind etc.comp.upto

Providing and laying polished granite stone slab

mm thick in risers of steps, dedo and pllars laid on

193 2 10 mm thick cement mortar 1:3 (1 cement:3 coarse 2,690.00 Smt

sand) and jointed with gray cement slurry including

rubbing & polishing etc.complete.

Wall panelling with 12 mm MDF fixed to existing

alluminium framing and making grove as per

design and finished with royal plastic paint as per

instruction of engineer incharge. (N.S.)

Providing and laying 15mm bamboza

wooden flooring as per architect's drawing

with all necessary details as directed by the

project consultants. Use underlay for better

result as per Detail specifications and directed by

the project consultants. (N.S.) (Approved Rate )

Applying two coats of Birla

(whitecementbased) 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

Finishing wall with weather proof exterior emulsion

paint on wall surface (two coats) to

197 50 give an required shape evenshade after thoroughly 75.6 Sq.M.

brushing the surface to remove all dirt, and remains

of loose powdered materials.etc complete

198 1 High Back Chairs for vip Lounge 6,750.00 Each

:Supplying and installation of “Revolving High

Back” chairs. The chairs must be

robust, ergonomically designed and

comfortable. Seat & Back Assembly -1.2

cm thick hot pressed plywood and upholstered

with Fabric and Molded Polyurethane

Foam with PVC lining all around. Back

foam is designed with contoured lumber

support for extra comfort. Chairs Dimension -

Width 55 cm, Depth 60 cm Height 103 –

cm, Seat Height(SH) 44 – 56.5 cm. The

Polyurethane foam should be molded with density

45+/-2 kg/m3 & Hardness = 16+/-2

kg/m3onHampden machine at 25%

compression. Arm Rest - One-piece Black

integral skin polyurethane with 50-70 shore. `D’

Type Handle and reinforced with MS insert.

Centre Pivot Mechanism - 360o revolving type

17o maximum tilt on pivot at centre Tilt tension

adjustment. Upright locking. Telescopic

Bellow Assembly - The bellow should be 3 piece

telescopic type and injection molded in black

Polypropylene. Hydraulic Height Adjustment - The

Hydraulic height adjustment should be provided with

adjustment stroke of at least 10cms.

Pedestal Assembly - The pedestal should be

injection molded in Black powder coated MS

on and fitted with 5 nos. twin wheel castors.

Twin wheel castors - The twin wheel castors

should be injection molded in Black Nylon

The complete item as per architect /engineer in

Providing and supplying Medium Back Chair

for Control room MODEL LIKE HOF OCT

172 Revolving synchro tilting mechanism

based chair with gas lift for adjustable height

and medium curved back with seat and back PU

molded cushion with MS pipe frame structure

and white foam layer for seat and molded PU

foam. White foam layer for back covered with

199 2 thick cloth and draped with cloth of 5,500.00 Each

approved shade. (min. of Rs.150/meter). 5 legged

revolving molded nylon chair base with good

quality of PU castors with 2 years replacement

guarantee. The chair to have wide polyurethane arm

rest of approved shape. Complete chair should be

in suitable shape. Rates to be inclusive of

all taxes and free delivery at site. The complete

item as per architect /engineer in charge

Providing and fixing storage, entire unit to be

made from 19 mm th. and 12mm Ply with

1.0mm &. 8 mm th. Laminate. Shelves to be

made from 19mm Ply with both side laminate.

Rate shall include necessary approved

mortise locking systems, S S Handle pair 2" to

4" height and necessary hardware. Over all

storage to be completed with necessary hard

ware and accessories completed as per

drawing and design as given by Architect.

Existing storage repairing and veneer on top

Providing and fixing of Louvers On Existing d.c

panel Providing and fixing 35mmthk. Louvers

shutter made up from Ghanateak frame with

135x75mm and shutter frame as per detail and

fixing aluminum louvers which is specified

readymade powder coated aluminum grill

panel louvers .and applying melamine spray polish

all exposed wood work. Overall door to be

completed with necessary hardware and

accessories completed as per drawing and

design as given by Engineer In charge/Architect.

Providing and fixing flush door shutters, solid

core construction with frame of first class

hardwood with cross board and face veneer or

plywood face panels, with both side 1 mm

laminate finishing including anodized aluminum

butt hinges with necessary screws. Decorative

type and pine wood core anodized minimum

no 150 mm long aluminum butt hinges in flush

door shutters with 2 no of brass holdfast

mm long 1 no brass tower bolt 250 mm long and

two no of 150 mm long brass door handle .

Decorative both side laminated Flush door 35 mm

thick. with frame of 10 cm x 7 cmt Indian teak

wood frame including all necessary fitting

fixtures hardware screw and adhesive etc fixing

up to all lead and lift height up to 45 mtr from GL

etc complete as per direction of engineer in

P/M/F chainlink jali 8'x4' size as per details sketch &

instructionof engineer in charge same as lal darwaja

garden pattern consisting of 3'dia. M.S black pipe 'A'

class 5'4" ht. fixed at 8'9" c/c in C.C 1:2:4 block of

9"x9"x9" size chain link jali of size 2"x2"x10 gauge

203 10 fixed in 35x35x5 mm MS angle frame 8'x4' size with 1,230.00 Rmt

MS flat of size 25x3 mm welded jali etc.comp.The

jali is to be welded to MS pipe with MS flat as

instruction given.The M.S pipe and the M.S angle

frame are to be painted one coat of primer and two

coats of paint as directed in line and level. (N.S)

Providing & Fixing masonary wall with porbandar

lachiya stone with well dressed grooveas per

directed by engg.in charge for foundation, plinth or

super structure level (above plinth level upto floor

204 two level) in cement mortar 1:5 (1-cement : 5-fine

sand) incl.pointing the joint with white cement and

yellow oxide powder in proportion to match stone

colour the joints should be thread grooved as per

exi. lake stone pitching apperance

(A) stone masonary wall/stone dressed single faced

(size 15"x8"x9")

2 (B) stone coping (size 15"x8"x4") 510 Rmt

2 (C) stone coping (size 15"x8"x9") 790 Rmt

2 (D) stone column (size 15"x15") 10,710.00 Cmt

2 (E) stone column top (size 20"x20"x9") 685 No.

Supplying and fixing of 300 mm-L x 15 mm-B x

380 mm-H Kerb block for Footpath in M-20

grade using 20 mm nominal size black trap

aggregate of Sevaliya/Timbaor equivalent

quality for pre-cast blocks,

reasonablyexposed finish/ formwork

mould with well equippedwith vibratory system

for kerb stones of approved design including

curing, etc. complete, including thecost of

formwork etc. complete. The rate shall also

include necessary cutting of asphalt, fixing

the Kerbstones in line and level on 5 cm thick

sand bedding withnecessary

equipments and materials. The rate shall also

include the flush pointing in CM (1:3) for all joints of

thekerbstones. Filling of zari alone the sides of the

kerbstone fixed with Bituminous concrete

Bituminousconcrete / C.C. mixed in proper

position to flush withthe road surface as

directed by Engineer in change to form a

portable mixture.a) Laying on 5 cm thick Sand

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 aggragate 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

206 2 mechanically compacted. The work of paving 501.6 Smt

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

resonably 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 5cms thick sand beddding

Provoding and fixing flush door shutters, solid core

construction with frame of first class hard wood with

cross board and face veneer or ply wood face

panels, including anodised alluminium butt hinges

with necessary screws. (B) Non- decorative type

and block board core anodised alluminium butt

hinges in flush door shutters (2) 35 mm thick.

Labour work for fixing any kind of paving with

cement pointing in CM 1:2, including watering,

ramming etc comp. as dir.For pavement

I) Laying on Sand bedding as per requirement to fix

the C.C.Block / Nibhada Stone in Line & Level

Box type metal letters forming composite box made

from 1mm thick stainless steel plate of grade

having brush finish of following font size to be fixed

at Main Gate in english and or Gujrati and including

fixing charges approved before fixing by clent /

A 2 400mm high 1,000.00 Nos.

B 2 300 mm high 750 Nos.

C 2 230 mm high 565 Nos.

Providing and fixing false ceiling at all height

including providing and fixing of frame work made of

special sections, power pressed from M.S. sheets

and galvanized with zinc coating of 120 gms/sqm

(both side inclusive) as per IS : 277 and consisting

of angle cleats of size 25 mm wide x 1.6 mm thick

with flanges of 27 mm and 37mm, at 1200 mm

centre to centre, one flange fixed to the ceiling with

dash fastener 12.5 mm dia x 50mm long with 6mm

dia bolts, other flange of cleat fixed to the angle

hangers of 25x10x0.50 mm of required length with

nuts & bolts of required size and other end of angle

hanger fixed with intermediate G.I. channels

45x15x0.9 mm running at the spacing of 1200 mm

centre to centre, to which the ceiling section 0.5 mm

thick bottom wedge of 80 mm with tapered flanges

of 26 mm each having lips of 10.5 mm, at 450 mm

centre to centre, shall be fixed in a direction

perpendicular to G.I. intermediate channel with

connecting clips made out of 2.64 mm dia x 230 mm

210 2 long G.I. wire at every junction, including fixing 850 Smt

perimeter channels 0.5 mm thick 27 mm high having

flanges of 20 mm and 30 mm long, the perimeter of

ceiling fixed to wall/partition with the help of rawl

plugs at 450 mm centre, with 25mm long dry wall

screws @ 230 mm interval, including fixing of

gypsum board to ceiling section and perimeter

channel with the help of dry wall screws of size 3.5 x

25 mm at 230 mm c/c, including jointing and

finishing to a flush finish of tapered and square

edges of the board with recomme-nded jointing

compound , jointing tapes , finishing with jointing

compound in 3 layers covering upto 150 mm on

both sides of joint and two coats of primer suitable

for board, all as per manufacturer’s specification and

also including the cost of making openings for light

fittings, grills, diffusers, cutouts made with frame of

perimeter channels suitably fixed, all complete as

per drawings, specification and direction of the

Engineer in Charge but excluding the cost of

Providing and fixing wall acoustical paneling using

ecotone Slato/ Anutone slato or equivalent Acoustic

Panel make Slats L-16 of size

128mmx2430mmx16mm thick up to 2400mm high

as per the following specification :-Slats L-16- 2mm

@16mm, 32 x 128 x 2430 mm high grade Pine

wood base Medium Density Fiber acoustic boards

with Tongue & Groove Edge,2mm slot perforation @

16mm centre, slates perforations, The acoustic

should be furnished with a Black absorbent felt

backing with an airflow resistance of 330- 460 Ns/m³

(DIN 53887),wood practical core,NRC : should be

Up to 0.75,should meet the safety requirements of

EN 14190. Fixing :- Sound Strut CC18 screw fixed

horizontal/vertical to wall at every 600mm c/c. Metal

cleat can be fixed on top edges of Sound Strut

CS55 fixed directly by stamping to the CS55 and

IC91 which is screw fixed directly to the wall where

ever required with a backing black color fabric as

approved by Architect and as specified including all

accessories, material & labor complete as directed

by Architect / Engineer.

Providing & Fixing SPEED BUMP - #2 No (1 black,

1 yellow) 350 x 500 x 50 mm, Size per color End

Cape 350 MM x 175 MM x 50 MM TOP DESIGN -

Lining Top flat ANTI SKID PATTERN FOR GRIP

COLOUR :- YELLOW & BLACK BODY MATERIAL

:- MODIFIED THERMOPLASTICS (Polymer

Rubberized ) • ECO FRIENDLY RECYCLE

RUBBER Packing :- 4 pcs/ woven Bag Load

Capacity :- 20 MT Fitting ( Fixing on TRAKE) :-4

holes & END CAPE :- 2 HOLE HEX Bolts with

Washer Epoxy for Bolt Fitting etc. complete as

directed by EIC .

Providing & Fixing in position 24 MM exposed grid

suspension system with “P “ Grid profile false ceiling

system using 600 MM X 600 MM ecotone/anutone

or equivalent make Glass Fiber Ceiling Tiles having

tegular edges & 0.90 NRC value and approved

surface design (with NRC of 0.90) and edge profile

Tegular placed in a suspended grid of size 600 MM

X 600 MM made from hot dipped GI Steel sections,

rotary stitched, main tee of size 24 X 42 X 3000 MM

X 0.40 MM thickness suspended at every 600 MM

c/c along length of ceiling with 4 MM dia, Pre-

straightened G.I.Wire with necessary level adjusters

& intermediate cross tees of size 24 X 38 X 600 MM

X 0.40 MM thickness shall be inserted in to slots

between the main tees at 600 MM centers in

direction vertical to the main tees, where in the main

tees are resting on the periphery on wall angles of

size 24 MM X 24 MM X 3000 MM X 0.40 MM

thickness including providing necessary openings

for light fixtures, diffusers etc.

Providing and fixing of Roller blind curtain/blackout.

The fabric shall be woven from formulated platisol

extruded over a polyaster yarn.The fabric shouldl be

214 1 weaved to provide subtle view of the side of the 2,610.00 Smt

blind and should offer elimination of glare and

sunlight radiance upto a minimum of 80%.The fabric

shall be flame retardant.

Providing and applying Texture Paint (Rustic Finish)

on external plastered surfaces, pattern as per

sample approved by the Architect. including

preparing surface, using roller to get approved

texturised surface. Job to include making required

215 1 surface preparation, to receive Texture paint finish 425 Sq.m

etc. All complete as per detail drawing, as specified

and as directed by Architect / Consultant / Project -

In - Charge. The rates shall be inclusive of

Scaffolding, all material, labour etc. complete. as

directed by EIC.

Providing and fixing PVC/Gpsysum plain colour

false ceiling with grid type with aluminium

frame from gypsteel, fastners ,props, Finishing as

per architectural drawing allowing openings

for A.C. Diffusers, Light/Electrical Points etc

–complete, Prior to fixing on frame.(Brand :

Anutone or equivalent ) (N.S.) or as directd by

engineer In Charge.

Provdg. & laying S.W. Gully trap with brick masonry

chamber & water tight G.T.Stone including fixing of

covervSquare mouth trap 100 mm x100 mm size P-

Providing cement vata (10cmx10cmsize) quarter

218 2 roundin cement mortar 1:1 including neat cement 18.69 Rmt.

finishing, waterin getc. complete.

Providing and laying (to level or slopes) and jointing

with stiff mixture of Cement Mortar in proportion 1:1

Salt glazed stoneware pipes including testing of

pipes and joints complete.(A) 100mm dia.

Providing and laying (to level or slopes) and jointing

with stiff mixture of Cement Mortar in proportion 1:1

Salt glazed stoneware pipes including testing of

pipes and joints complete.(B) 150mm dia.

Constructing brick masonry chamber for

underground C.I. Inspection chamber and bends

with bricks having crushing strength not less than

35Kg/Cm2 in C.M. 1:5 C.I. cover with frame (Light

duty) 455mm x 610mm intenal dimensions total

weight of cover with frame to be not less than 38Kg.

(Wt. of cover 23 Kg.) and Wt. of frame 15Kg. )

221 1 (R.C.C. top slabe with 1:2:4 mix (1-cement :2- 2,566.20 Each

coarse sand :4-graded stone aggregate 20mm size)

foundation concrete 1:5:10 inside plaster 15mm

thick with cement mortar 1:3 finished smooth with a

floating coat of neat cement on walls and bed

concrete etc. complete.(i) Inside dimensions

455mmx 610mm and 450mm deep for single pipe

Constructing brick masonry chamber for

underground C.I. Inspection chamber and bends

with bricks having crushing strength not less than

35Kg/Cm2 in C.M. 1:5 C.I. cover with frame (Light

duty) 455mm x 610mm intenal dimensions total

weight of cover with frame to be not less than 38Kg.

(Wt. of cover 23 Kg.) and Wt. of frame 15Kg. )

222 1 (R.C.C. top slabe with 1:2:4 mix (1-cement :2- 3,029.95 Each

coarse sand :4-graded stone aggregate 20mm size)

foundation concrete 1:5:10 inside plaster 15mm

thick with cement mortar 1:3 finished smooth with a

floating coat of neat cement on walls and bed

concrete etc. complete.(i)Inside dimensions 500mm

x 700 mm and 450mm deep for pipe line

with one or two inlets.

Providing, supplying and fixing precast C.C. blocks

(M-20) edge kerb having size of 75 x 300 x 300 mm

depth and as per design conveying it to the site,

jointing into C:M 1:3 and racking out the joints incl.

necessary excavation of asphalt, soil

etc..completed.

Constructing a cooking Sandwich platform 60 cm.

width and 70 cm high resting on B.B.Masonry walls

224 1 23 cm.thick in C.M.(1:6) with (ii) Fixing black 754.95 Rmt.

Granitee 30mm thick laid on precast R.C.C. (1:2:4)

slab with plastering on exposed faces of wall in C.M.

(1:4) etc complete.

Providing and fixing hard drawn steel wire fabric

75mm x 25mm mesh or weight not less than

kg. per Sq.M. to window frames etc. including60 x

20mm beading of teak wood.

Providing & fixing 15 cm wide chicken mesh jali with

nails & then application of 15 mm plaster on

R.C.C.& masonary joints as per dir.of engg.in

Providing and laying cement concrete flooring

1:2:4 (1-cement : 2-coarse sand : 4-graded stone

227 2 aggregate 20mm nominal size) laid in one layer 232.05 Smt.

and finished with a floating coat of neat cement.

(A) 50mm thick.

Providing and constructing, Underground (U/G)

water tank of specified capacity, on specified

location, for all depths, in controlled CC of M-200

grade with bottom slab, top slab and RCC walls,

including cost of form work and

reinforcement,with inside and outside plaster in

228 10 CM 1 :3 and water proofing treatment as per IWP 6.5 Litre

specification,including injection, grouting, etc.

complete. The rate includes for providing and

fixing two nos. 0.6m. x 0.6 m. size medium duty CI

manhole cover/s at top, including wash out pipe

line and inlet and outlet connections etc.

Providing & Fixing of Armstrong Mineral Fibre

Acoustical Suspended Ceiling System with Dune

(Bevelled Tegular) Edge Tiles With Armstrong

15mm Exposed GRID. The tiles should have

Humidity Resistance (RH) of 99%, NRC 0.5, Light

Reflectance ≥85%, Thermal Conductivity k =

- 0.057 w/m K, Colour White, Fire Performance

UK Class 0 / Class 1 (BS 476 pt - 6 &7) in module

size of 600 x 600 x 15mm , suitable for Green

Building application, with Recycled content of

32%. The tile shall be laid on Armstrong

Silhouette profile grid system with 15mm white

flanges incorporating a 6mm central reveal in

white/black colour and with a web height of

45mm and a load carrying capacity of minimum

15.68 Kgs/M2 & minimum pull out strength of

100 Kgs.. Silhouette, Main Runners & Cross Tees

to have mitred ends & “birdsmouth” notches to

provide mitred cruciform junctions. The T

Sections have a Galvanizing of 90 grams per M2

and need to be installed with Suspension system

of Armstrong make. Warranty Certificate and Test

Reports for NRC, CAC and Fire rating shall be

provided by Vendor.

Mineral Fibre Acoustic Modular Ceiling Tile

should be GREENPRO certified and qualifies as

GREEN PRODUCT certified by CII Green Products

and Services Council.INSTALLATION: To comprise

main runner spaced at 1200mm centres securely

fixed to the structural soffit using Armstrong

suspension system (specifications below) at

1200mm maximum centre. The First/Last

Armstrong suspension system at the end of each

main runner should not be greater than 450mm

from the adjacent wall. Flush fitting 1200mm

long cross tees to be interlocked between main

runners at 600mm centre to form 1200 x 600 mm

module. Cut cross tees longer than 600mm

require independent support. 600 x 600mm

module to be formed by fitting 600mm long flush

fitting cross tees centrally between the 1200 mm

cross tees.Perimeter trim to be Armstrong wall

angles of size 3000x19x19mm, secured to walls at

450 mm maximum centres. Installation should be

carried out as per Armstrong recommended

procedure.ARMSTRONG SUSPENSION SYSTEM

accessories manufactured and supplied by

Armstrong World Industries consisting of M6

Anchor Fasteners with Vertical Hangers made of

Galvanised steel of size 26 x 26 x 25 x 1.2mm with

a Galvanised Thickness of 80gsm, A pre

Straightened Hanger wire of dia – 2.5 mm of

m length., thickness of 80gsm and a tensile

strength of 344-413 MPa, along with Adjustable

hook clips of 0.8mm thick, galvanised spring steel

for 2.68 mm with a minimum pull strength of

kg. The adjustable clip also consists of a 3.5 mm

aquiline wire to be used with the main runner.

Providing and fixing PVC Printed pain colour false

ceiling with grid type with alluminium frame

consisting of 600mm x 600mm 3mm thick plain

PVC sheet used as panel insert in a frame work

made using anodized alluminium T section of size

1 x 1 (235 x 25mm, 19 gauge or 1 mm thick) in

square pattern of grid sizes of 2 x 2 (600 x

600mm) The alluminium frame work is supported

from the cceiling with the help of G.I. hook and

G.I. wire/6mm M.S. rods of required sizes to

maintain proper level etc. The aluminium frame

work is supported on side wall with the use of

alluminium L section of size 1 x1 (25 x 25mm)

angles etc. complete as per direction of Engineer

in charge. Manufactures specification and

Providing and supplying of labour for necessary

manual excavation, cleaning, Shifting of Material

231 1 Or any other, or for any other work as directed by 450 No

Engineer In charge. The Rate includes Handcart

A 1 Mukadam/supervisior/karigar 425 No

B 1 Fitter/Plumber/Mason 800 No

C 1 WELDER/ Gas cutter at Day /night 800 No

Supplting of welding machine / gas cutter

D 1 including cost of welding rods/gas, 1500 No

Transportation, including carting from site to

E 1 Mazdoor at Day Male/Female 348.2 No's

Constructing Manhole with R.C.C. top slab in

1:2:4 mix (1-cement :2-coarse sand : 4-graded

stone aggregate 20mm nominal size) foundation

concrete 1:3:6 mix (1-cement : 3- coarse sand :6-

Brick bats 40 + 50mm size) inside plastering

15mm thick with Cement Mortar 1:3 (1-Cement :

3-coarse sand) finished with a floating coat of

neat cement and making channels in cement

concrete 1:2:4 mix (1-Cement :2-Coarse sand :4-

stone aggregate 20mm nominal size) finished

smooth complete including curing and festing (i)

Inside size 900mm x 1200mm and 1.5M.

deep including C.I. cover with frame size 560mm

diameter total weight of cover and frame to be

not less than 128 kgs. (Wt. of cover 64 Kg. and

Wt. of frame 64 Kg.)(A) With 230mm thick walls

of brick msonry using brick having crushing

strength not less than 35Kg./ Sq.cm. in Cement

Mortar 1:5 (1- Cement: 5- Coarse sand) (2) B type

depth 1.50 Metre for 150mm diameter sewer

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

CatchPit Jali Fixing P/F FRC catch pit jali with

frame 600mm x 600mm clear opening etc. comp.

As directed by engineer in charge. (Based on

Central Store Rate)

Providing and fixing concealed center point to

wall ceiling & floor CPVC (SDR 13.5) PIPE

having National Sanitation Foundation (NSF) seal

for potable water of following dia. nominal

bore tube fittings and clamps including making

good the wall, ceiling and floor etc. complete.

A 5 15 MM DIA 137.55 Rmt

B 2 20 MM DIA 179.55 Rmt

C 2 25 MM DIA 228.87 Rmt

D 2 32 MM DIA 317.9 Rmt

E 2 40 MM DIA 426.36 Rmt

F 2 50 MM DIA 655.29 Rmt

Providing and fixing cast iron steps of size 500mm

236 1 x 150mm x 22.5mm and painting with two coats 108.15 Each

of Anti-corrosive paint etc. complete.

Supplying and fixing C.I. cover 300mm x 300mm

237 1 without frame for Gulley trap (Standard pattern) 569.97 Each

te weight of cover to be not less 4.53 Kg.)

Providing and fixing to wall ceiling and floor

10.0Kg.F/Cm2 working pressure polythene

pipes of the following out side Dia. Low

densidy, complete with special falnge

compression type fittings, wall clips etc.

including making good the wall ceiling and floor.

2 (F) 75mm 186.9 Rmt

Providing and fixing sheet glass, selected quality

(Type-C) bedded in putty and fixed with

239 2 wooden beading including the cost of wooden 811.65 Smt

beadings of first class teakwood and necessary

cutting of glass. (2) 6 mm thick.

Providing and fixing rough cast wired glass, 6mm

thick bedded in putty and fixed with

240 2 wooden beading including the cost of wooden 659.58 Smt

beadings of Indian teak wood and necessary

cutting of glass. (C) Wired - figured glass

Net Amount in Rs.

Contractor’s Quoted Rate: -

Net Quoted Tender Amount Rs.

Seal and Signature of the Bidder Addl.City Enginee

Date: (Central Zone)

As per account department(A.M.C.) circular no. 56, Dt.19/09/2016 Bank guarantee of

said work must be of Ahmedabad city branch, which mentioned as bellow.

(A) Guarantee issued by following bankswill be accepted as SD/EMD on

permanentbasis.

(1) All Nationalized Banks including the Public Sector Bank-IDBI LYF.

(2) Private Sector Banks authorized by RBI to undertake State Government

Business (at present : AXIS Bank, ICICI Bank, HDFC Bank)

(B) Guarantees issued by following Banks will be accepted as SD/EMD for the period

up to March 31,

(1) Commercial Banks :

(1) Kotak Mahindra Bank

(2) RBL Bank (The Ratnakar Bank Ltd.)

(3) IndusInd Bank.

(4) Karur Vysya Bank.

(6) FEDERAL Bank.

(7) SOUTH INDIAN Bank.

(2) Co-Operative Banks of Gujarat

(1) The Kalupur Commercial Co-Operative Bank Ltd.

(2) Rajkot Nagarik Sahakari Bank Ltd.

(3) The Mehsana Urban Co-Operative Bank Ltd.

(4) Nutan Nagarik Sahakari Bank Ltd.

(5) Saurashtra Gramin Bank.

AHMEDABAD MUNICLPAL CORPORATION

MAHANAGAR SEVA SADAN

DETAILS OF BANK ACCOUT

1 Contractor's name

3 Telephone/ mobile no

4 Permanent account no. (PAN no.)

5 Name of the bank

6 Branch name and address

11 Contractor/ supplier's

signature and stamp

SPECIAL CONDITION OF CONTRACT

1.0 The Contractor shall have to maintain all required registers for quality control, material management

and progress of the work as per the AMC's prevailing circulars and as directed by engineer- in-charge

on daily basis.

1.1 Contractor has to manage proper storage of all the materials.

1.2 Contractor has to use good shuttering material for the project.

1.3 Contractor has to take all risk policy & workman compensation policies of the project & should be

effective up to handing over the possession. Incase of any Incident i.e. fatal accident that occurs at site,

complete responsibility will be of the Contractor.

1.4 Contractor is responsible for all liasioning for seeking all the permission required during the

1.5 Municipal Commissioner reserves the rights to reduce / increase the scope of work up to any extent

without assigning reason thereof and the contractor has to execute the BOQ items at his tender rate

1.6 All rates quoted by the contractor to be inclusive of all applicable taxes (GST).

1.7 The Contractor shall make his own arrangements for the engagement of all staff and labour, local or

other, and for their payment, housing, feeding, transport and other facilities according to prevailing

1.8 AMC may at its discretion no coplains/no work for a period, single or multiple works at any given

time. once the work is given by SMS, Phonecalls, Whatsapp, Letter; the contractor has to attend the

work within 24 hours. Failure of the same shall invite penalty of 10,000/- per occurance. Repeated

failure of more than 3 times, the contractor shall be blacklisted. No further claim shall be entertained

and the work shall be carried out of current market rate and supervision charges of 27% at the risk

and cost of contractor after the due date of intimation.

Seal and Signature of the Bidder Additional City Engineer

Date: Ahmadabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL CONDITION

1. Contractor shall produce the relevant registration certificate of AMC / State Govt /Central Govt.

2. Contractor shall register the work to labour commissioner as per labour act.

3. Contractor shall not sub-let the work without permission of the authority

4. Contractor should have sufficient skilled and unskilled laborers so that he shall start work at different

sites simultaneously. Contractor's having labour force available during festivals shall only apply.

Contractor can not stop the work due to on availably of labour force. In case progress is delayed,

contractor shall be penalized 0.1% of Tender amount per day for work done after time limit, maximum

up to 10% for remaining work.

5. Bitumen rate difference will be paid as per tender conditions, if applicable.

6. Advance payment / machinery advance will not be paid.

7. Payment of running bill will be made as per recent A.M.C. policy in force.

8. No extra payment will be made due to increase of central / state Govt. Taxes.

9. If the work is not completed within time limit the penalty will be recovered from immediate bills of

10. If the material i.e. MH cover C.C block etc. supplied from Municipal Corporation store then contractor

shall not claim for any extra rate for non execution of such item, partly/fully.

11. In the specifications, "as directed"/"Approved" shall be taken to mean, "as directed"/approved" by the

Engineer-in-charge.

12. Wherever a reference to any Indian Standard appears in the specifications, it shall be taken to mean as

a reference to the latest edition of the same in force on the date of agreement.

13. In "Mode of Measurement" in the specifications wherever a dispute arises in the absence of specific

mention of a particular point or aspect, the provisions on these particular points, or aspects in the

relevant Indian Standards shall be referred to.

14. All measurements and computations, unless otherwise specified, shall be carried out nearest to the

following limits:

(i) Length, width and depth (height)------- 0.01 Meter.

(ii) Areas -----0.01 Sq. Mt.

(iii) Cubic Contents ------0.01 Cu.Mt.

15. The distance, which constitutes lead, shall be determined along the shortest practical route and not

necessarily the route actually taken. The decision of the Engineer-in-charge in this regard shall be taken

16. Where no lead is specified, it shall mean "all leads"

17. Lift shall be measured from plinth level.

18. Definite particulars covered in the items of work, through not mentioned or elucidated in it,

specifications shall be deemed to be included there in.

19. Reference to specifications of materials as made in the detailed specification of the items of work is in

the form of a designation containing the number of the specification of the material and prefix 'M' e.g.

20. Approval to the samples of various materials given by the Engineer-in-charge shall not absolve the

contractor from the responsibility of replacing defective material brought on site or materials used in

the work found defective at a later date.

21. The contract rate of the item of work shall be for the work completed in all respects.

22. No collection of materials shall be made before it is got approved from the Engineer-in-charge.

23. Collection of approved materials shall be done at site of work in a systematic manner. Materials shall

be stone at site of work in a systematic manner. Materials shall be stored in such a manner as to

prevent damage, deterioration or intrusion of foreign matter and to-ensure the preservation of their

quality and fitness for the work.

24. Materials, if and when rejected by the Engineer-in-charge, shall be immediately removed from the site

of work within 24 hours.

25. No materials shall be stored prior to, during and after execution shall be kept in sufficient numbers and

in good working condition on the site of the work.

26. All works shall be carried out in workmanlike manners per the best techniques for the particular item.

27. All tools, templates, machinery and equipment for correct execution of the work as well as for checking

lines, levels, alignment of the works during execution shall be kept in sufficient numbers and in good

working condition on the site of the work.

28. The mode, procedure and manner of execution shall be such that it does not cause damage or over

loading of the various components of the structure during execution or after completion of the

29. All necessary safety measures and precaution (including those laid down in the various relevant Indian

Standards) shall be taken to ensure the safety of men, materials and machinery on the works as also of

the work itself.

30. The testing charges of all materials shall be borne by the Contractor unless recovery at one percent

towards testing charges is separately made.

INSTRUCTION TO TENDERERS

TENDER VALIDITY PERIOD:

The tender shall be kept valid for acceptance for a period of One Hundred Twenty Calendar days (120)

from opening of price bids.

SECURITY DEPOSIT

Within 10 days of receipt of Acceptance from the Corporation, the successful tender shall furnish to the

Corporation Security Deposit of 5% (five percent) of the contract price cheque or Bank Guarantee, pay

order, or demand draft of Nationalized Banks and Schedule Banks only.

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP (Central Zone)

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL SPECIFICATION

Time limit for the work shall be 12 Monthafter the order to start the works. Progress of work should be in

proportion to time limit.

The contractor shall be remain responsible for Workmen’s compensation if any accident. The contractor

shall arrange for barricading at night and arrangement of Pagi at night to direct the traffic. He shall be

responsible for any damage to public. If any incident happen, during the execution of work. In case of

dispute for unseen or overlooked items the decision of the Dy. City Engineer shall be final. The contractor

shall have to give site clean of all rubbish during the work and at the time of completion of work and hand

over the site with final finishing of the work as directed. All the rejected materials shall be removed from

site within 24 hours by contractor at this risk and cost. Debris shall have to cart daily from site.

If any extra item crops up during the progress of work the same shall be carried out by the contractor and

he shall be paid at the rate fixed by Add.C.E. as per the rate analysis based on latest SOR or if item is not

available in SOR than based on current market rates. In case of extra item decision of Add. City Engg. shall

remain final regarding rate.

If in the interest of the Corporation it is necessary to change either any site or the design of the propose

work the contractor shall carry out the same at his quoted rates without charges any extra and the

contractor will have to carry out the works and he will be paid at the rate quoted by him. No claim for

extra rate for subsequent changes in site and design is entertained.

Octroi exemption passes shall not be given for any materials required for the work. Contractor will be

fully responsible for compliance of the various provisions under contract Act. 1970 and the Rules framed

The tender for the work shall remain open for a period (120) days from the date of opening of the tenders

for this work and that the tenderer shall not be allowed to withdraw on modify the offer on his own

during the period. If any tenderer withdraw or makes any modifications or addition in the terms and

conditions of his tender not acceptable to the Municipal Corporation the Municipal Corporation shall

without prejudice to any right or remedy be at liberty to forfeit in full the said earnest money and black

list the contractor.

If the work is not carried out within the specified time limit. from the date of order to start the work the

penalty of Rs.- ( As per Form - B1) per day of delay shall be recovered from the immediate bills payable to

the contractor. Contractor has to make his own arrangement for procurement of steel and cement.

Contractors should note the following conditions carefully:-

i) Conditional tender shall not be accepted.

ii) All tenders are to be submitted in duplicate without which the tenders are liable to be rejected.

iii) In case of tender downloaded from website, tender fee & EMD should be submitted in form of

demand draft or in cash.

iv) Condition of Form - B1 Standard Specification of material & code of practice will be applicable.

Form B1 can be is available in website. Specification shall be as per ' R& B Dept. - Govt. of Gujarat

booklets of Building Works & and Road Works Specifications published by Gujarat Book Depot,

Sector-21. Gandhinagar.

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP (Central Zone)

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

STANDARD DETAILED TECHNICAL SPECIFICATION OF ITEMS

Name of Work: bægÍtul Ntnvwh Jtuzobtk ytJuj swlt Ntnvwh rJM<th ytJ<t Bgwrl.rcÕzekd, Bgwrl.Nt¤t, ytuVem rcÕzekdbtk hevuhekd fhJt

<&t rmrJj Jfolu jd<e ytlw»ttkrdf ftbdehe fhJtlt ftb ctc<u.

Excavation for foundation upto 1.5 M depth including sorting out and stacking useful materials

disposing of the excavated stuff upto 50 meter lead in loose or soft soil.

Any soil which generally yields to the application of ackaxes and shoves, phawaras rakes or any such ordinary

excavating implement or organic soil, gravel silt, sand turfloam, clay, peat etc., fall under this category.

Clearing the site :

The site on which the structure is to be built shall be cleared and all obstructions, loose stone, materials and

rubbish of all kind, bush, wood and trees shall be removed as directed. The materials so obtained shall be

property of the Government and be conveyed and stacked as directed. within 50 M. lead. The roots of the trees

coming in the sides shall be cut and coated with a hot asphalt.

The rate of site clearance is deemed to be included in the rate of earth work for which no extra will be paid.

After clearing the site, the center lines will be given by the Engineer-in-charge. The contractor shall assume full

responsibility for alignment, elevation and dimension of each and all parts of the work. Contractor shall supply

laborers, materials, etc. required for setting out the reference marks and bench marks and shall maintain them

as long as required and directed.

The excavation in foundation shall be carried out in true line and level and shall have the width and depth as

shown in the drawings or as directed. The contractor shall do the necessary shoring and shutting or providing

necessary slopes to a safe angle, at his own-cost. The payment for such precautionary measures shall be paid

separately if not specified. The bottom of the excavated area shall be 1 evened both longitudinally and

transversely. as directed by removing and watering as required. No earth filling will be allowed for bringing it to

level, if mistake or any other reason excavation is made. deeper or wider that shown on the plan or directed. The

extra depth or width shall be made up with concrete of same proportion as specified for the foundation concrete

at the cost of the contractor. The excavation up to 1.5 m. depth shall be measured under this item.

Disposal of the excavated stud :

The excavated stuff of the selected type shall be used in filling the trenches and plinth or leveling the ground in

layer including ramming and watering etc.

The balance of the excavated quantity shall be removed by the contractor from the site of work to a place as

directed with lead upped 50 M. and all lift.

Mode of measurement and payment :

The measurement of excavation in trenches for foundation shall be made according to the sections of trenches

shown on the drawing or as per sections given by the Engineer-in-charge. No payment shall be made for surplus

excavation made in excess of above requirements or due to slopping and sloping back as found necessary on

account of conditions of soil , and requirements of safety.

The rate shall be for a unit of one cubic meter.

Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out and stacking of useful

materials and disposing off the excavated stuff upto 50 Meter lead.(C) Hard Murrum

The rate shall be for a unit of one cubic meter.

Filling available excavated earth in trenches, plinth, sides of foundation etc. incl. watering and

The earth obtained from excavation shall be filled in layers not exceeding 20 cms. in depth and water thoroughly

after each layer and shall be properly consolidated with rammers so that no hollow voids remain there. In

general the work shall be carried out in the best manner so that no hollow voids remain after work. Workmanship

in general confirm to C –2.

Mode of Measurement shall be on cubic meter basis.

filling in plinth with sand under floors including watering, ramming consolidated and dressing etc.

Sand shall conform to M.

The sand to be used for filling shall be free from salts, organic or other foreign matter, All clods of earth shall be

As soon as the work in foundation has been completed and measured, the site of foundation shall be cleared of

all debris, brick bats, mortar dropping etc; and filled with sand in layers not exceeding 20 Cms. Each layer shall

be adequately watered rammed and consolidated before the succeeding layer is laid. The sand shall be

rammed with iron rammers where feasible and with the butt ends of crow-bars, where rammer cannot be used.

The plinth shall be similarly filled with sand in layers not exceeding 20 Cms adequately watered and

consolidated by ramming with iron or wooden rammers. When nfilling reaches finished level, the surface shall be

flooded with water for at least 24 hours and allowed to dry and then rammed and consolidated.

The finished level of filling shall be kept to shape intended to be given to floor.

In case of large heavy duty flooring like factory flooring, the consolidation may be done by power rollers, where

so specified. The extent of consolidation required shall also be as specified.

Mode of measurement and payment :

The payment shall be made for filling in plinth and trenches, No deduction shall be made for shrinkage

or voids if consolidated as instructed above

The rate includes cost of collecting carting sand with all lead and labour for filling the same in plinth under floors.

The rate shall be for a unit of one cubic meter.

Filling in foundation and plinth with murrum or selected soil in layers of 20 cm. thickness

including watering, ramming and consolidating etc. Complete

Filling in foundation and plinth with murrum or selected soil shall be filled in layers not exceeding 20 cms. in depth

and water thoroughly after each layer and shall be properly consolidated with rammers so that no hollow voids

remain there. In general the work shall be carried out in the best manner so that no hollow voids remain after

work. Workmanship in general confirm to C –2.

Mode of Measurement shall be on cubic meter basis.

Providing and laying cement concrete1:5:10 (1-Cement: 5-coarses sand and:10-hand broken stone aggregates 40mm

nominal size) and curing complete excluding cost of formworkin (A) Foundation and Plinth (upto 10 ton)

Providing and laying cement concrete1:4:8 (1-Cement: 4-coarses and:8-hand broken stone aggregates 40mm

nominal size) and curing complete excluding cost of formworkin (A) Foundation and Plinth (upto 10 ton)

Providing and laying cement concrete1:3:6(1-Cement:3-coarse sand:6-hand broken stone aggregates

40mm nominalsize) and curing complete excluding cost of formworkin(A)Foundation and Plinth (upto

Providing and laying cement concrete 1:3:6 (1-Cement:3-coarse sand:6-hand broken stone aggregates 20mm

nominal size) and curing complete including cost of formwork in (A) wall caps/ coping (upto 10 ton)

Providing and laying cement concrete work 1:2:4 ((1-Cement:2-coarse sand:4-graded aggregates 20mm

nominal size) curing complete excluding cost of formwork and reinforcement ( up to {(a) to (c)}

Provdg. & laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregates 20 mm

nominal size) for reinforced concrete chhajjas not exceeding 10 cm. thickness upto floors two level

including finishing the exposed surfaces with cement mortar 1:3 (1 cement : 3 find sand) to give a

smooth and even surface centering and form work and curing complete excluding cost of

1.0 Materials: Water shall conform to M-1. Cement shall conform to M-3. Sand shall conform to M-6, Grit

shall conform to M-8 Graded stone aggregate 20 mm nominal size shall conform to M-12.

2.1 The concrete mix is not required to be designed by preliminary tests. The proportion of the concrete mix

shall be 1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate 10 mm nominal size) by volume.

Concrete work shall have exposed concrete surface or as specified in the item.

2.2 The designation ordinary M-100, M-150, M-200, M-250 specified as per I.S Correspond approximately

to 1:3:6, 1:2:4, 1 1/2 :3 and 1:1:2 nominal mix of ordinary concrete by volume respectively.

2.3 The ingredients required for ordinary concrete containing one beg of cement of 50 Kg. by weight (0.0342

Cu. M) for different proportions of mix shall be as under:

Grade of Total quantity of dry Proportion of fine Quantity of

aggregate by volume aggregate to coarse water per

concrete per 50 Kgs, of cement aggregate 50 Kgs. of

to be taken as the cement

sum of individual maximum.

volume of fine and

coarse aggregates,

M-100 (1:3:6) 300 Liters Generally 1:2 for fine 34 Liters

aggregate by volume but

M-150 (1:2:4) 220 ” subject to and upper 32 “

limit of 1:1/2 and lower

2.4 The water cement ratios shall not more than those specified in the above table. The cement content of

the mix specified in the Table shall be increased if the quantity of water in a mix has to be increased to

overcome the difficulties of placement and compaction so that the water cement ratio specified in the

Table is not exceeded.

2.5 Work ability of the concrete shall be controlled by maintaining a water cement ratio that is bound to give

a concrete mix which is just sufficiently wet to be placed and compacted without difficulty with the means

2.6 the maximum size of coarse aggregate shall be as large as possible within the limits specified but in no

case greater than surround all reinforcement thoroughly and to fill the corners of the form.

2.7 For reinforced concrete work, coarse aggregates having a nominal size of 20mm are generally

considered satisfactory.

2.8 For heavily reinforced concrete members as in the case of ribs of main beams the nominal maximum

size of coarse aggregate should usually be restricted to 5 mm less than the minimum clear distance

between the main bars, or 5 mm less than the minimum cover to the reinforcement whichever is smaller.

2.9 Where the reinforcement is widely spaced as in solid slabs, limitations of size of the aggregate may not

be important and the nominal maximum size may sometimes be as greater than the minimum cover.

2.10 Admixture may used in concrete only with approval of Engineer-in-charge based upon the evidence that

with the passage of time, neither the compressive strength of concrete is reduced nor are other requisite

qualities of concrete and steel impaired by the use of such admixtures.

3.0 Workmanship:

3.1 Proportioning: Proportioning shall be done by volume, except cement which shall be measured in

terms of bags of 50 Kg. weight. The volume of one such bag being taken as 0.0342 Cu. Meter. Boxes of

suitable sizes shall be used for measuring sand aggregate. The size of the boxes (internal) shall be

cms x 25 cms. and 40 cms deep. White measuring the aggregate and sand, the box shall be filled

without shaking ramming or hammering. The proportioning of sand shall be on the basis of its dry

volume and in case of damp sand, allowances for bulkage shall be made.

3.2.1 For all work, concrete shall be mixed in a mechanical mixer which along with other accessories shall be

kept in first class working condition and so maintained throughout the construction. Measured quantity of

aggregate, sand, cement required for each batch shall be poured into the drum of the mechanical mixer

while it is continuously running. After about half a minute of dry mixing, measured quantity of water

required for each batch of concrete mix shall be added gradually and mixing continued for another one

and half a minute. Mixing shall be continued till materials are uniformly distributed and uniform color of

the entire mass is obtained and each individual particle of the coarse aggregate shows complete coating

of mortar containing its proportionate amount of cement. In no case shall the mixing be done for less

than 2 minutes after all ingredients have been put into the mixer.

3.2.2 When hand mixing is permitted by the Engineer-in-charge for small jobs or for certain other reasons, it

shall be done on the smooth watertight platform large enough to allow efficient turning over the

ingredients of concrete before and after adding water. Mixing platform shall be so arranged that no

foreign material gets mixed with concrete nor does the mixing water flow out. Cement in required

number of bags shall be placed in a uniform layer on top of the measured quantity of fine and coarse

aggregate, which shall also be spread in a layer of uniform thickness on the mixing platform. Dry coarse

and fine aggregate and cement shall then be mixed thoroughly by turning over to get a mixture to

uniform color. Specified quantity of water shall then be added gradually through a rose-can and the

mass turned over till a mix of required consistency is obtained. In hand mixing quantity of cement shall

be increased by 10 percent above that specified.

3.2.3 Mixers which have been out of use for more than 30 minutes shall be thoroughly cleaned before putting

in a new batch. Unless otherwise agreed to by the Engineer-in-charge the first batch of concrete from

the mixture shall contain only two thirds of normal quantity of coarse aggregate. Mixing plant shall be

thoroughly cleaned before changing from one type of cement to another.

3.3 Consistency :

3.3.1 The degree of consistency which shall depend upon the nature of the work and methods of vibration of

concrete, shall be determined by regular slump tests in accordance with I.S. 1199-1959. The slump of

10mm to 25mm. shall be adopted when vibrators are used and 80mm when vibrators are not used.

3.4 Inspection:

3.4.1 Contractor shall give the Engineer-in-charge due notice before placing any concrete in the forms to

permit him to inspect and accept the false work and forms as to their strength, alignment, and general

fitness but such inspection shall not relieve the contractor of his responsibility for the safety of men,

machinery, materials and for results obtained. Immediately before concreting, all forms shall be

thoroughly cleaned.

3.4.2 Centering design and its erection shall be got approved from the Engineer-in-charge. One carpenter

with helper shall invariably be kept present throughout the period of concreting. Movement of labour and

other persons shall be totally prohibited for reinforcement laid in position. for access to different parts,

suitable mobile platforms shall be provided so that steel reinforcement in position is not disturbed. For

ensuring proper cover, mortar blocks of suitable size shall be provided so that steel reinforcement in

position is not disturbed. For ensuring proper cover, mortar blocks of suitable size shall be cast and tied

to the reinforcement. Timber kapachi or metal pieces shall not be used for this purpose.

3.5 Transporting and laying:

3.5.1 The method of transporting and placing concrete shall be as approved. Concrete shall be so transported

and placed that no contemination, segregation or loss of its constituent material takes place.

All form wok shall be cleaned and made free from standing water, dust, show or ice immediately before

placing of concrete.

No concrete shall be placed in any part of the structure until the approval of the Engineer-in-charge has

3.5.2 Concreting shall proceed continuously over the area between construction joints. Fresh concrete shall

not be placed against concrete which has been in position for more than 30 minutes unless a proper

construction joint is formed. Concrete shall compacted in its final position within 30 minutes of its

discharge from the mixer. Except where otherwise agreed to by the Engineer-in-charge concrete shall

be deposited n horizontal layers to a compacted depth of not more than 0.45 meter when internal

vibrators are used and not exceeding 0.30 meter in all other cases.

3.5.3 Unless otherwise agreed to by the Engineer-in-charge, concrete shall not be dropped into place from a

height exceeding 2 meters. When trunking or chutes are used they shall be kept close and used in such

a way as to avoid segregation. When concreting has to be resumed on a surface which has hardened, it

shall be roughened, swept clean, thoroughly wetted and covered with a 13 mm thick layer of mortar

composed of cement and sand in the same ratio as in the concrete mix itself. This 13 mm layer of

mortar shall be freshly mixed and placed immediately before placing of new concrete. Where concrete

has not fully hardened, all laitance shall be removed by scrubbing the wet surface with wire or bristle

brushes, care being taken to avoid dislodgment of any particles of coarse aggregate. The surface shall

then be thoroughly wetted, all free water removed and then coated with neat cement grout. The first

layer of concrete to be placed on this surface shall not exceed 150 mm in thickness and shall be well

rammed against old work particular attention being given to corners and close spots.

3.5.4 All concrete shall be compacted to produce a dense homogeneous mass with the assistance of

vibrators, unless, otherwise permitted by the Engineer-in-charge for exceptional cases, such as

concreting under water, where vibrators cannot be used. Sufficient vibrators in serviceable condition

shall be kept at site so that spare equipment is always available in the event of breakdowns.

Concrete shall be judged to be compacted when the mortar fills the spaces between the coarse

aggregate and begins to cream up to form an even surface. Compaction shall be completed before the

initial setting starts i.e. within 30 minutes of addition of water to dry mixture. During compaction, it shall

be observed that needle vibrators are not applied on reinforcement which is likely to destroy the bond

between concrete and reinforcement.

3.6 Curing: Immediately after compaction, concrete shall be protected from weather including rain, running

water, shocks, vibration, traffic, rapid temperature changes, frost and drying out process. It shall be

covered with wet sacking, hassain or other similar absorbant material approved, soon after the initial set

and shall be kept continuously wet for a period of not less than 14 days from the date of placement.

Masonary work over foundation concrete may be started after 48 hours of its laying but curing of

concrete shall be continued for a minimum period of 14 days.

3.7 Sampling and Testing of concrete:

3.7.1 Samples from fresh concrete shall be taken as per I.S. 1199-1959 and cubes shall be made, cured and

tested at 7 days or 28 days as per requirements in accordance with I.S. 516-1959. A random sampling

procedure shall be adopted to ensure that each concrete batch shall have a reasonable chance of being

tested i.e. the sampling should be spread over the entire period of concreting and cover all mixing units.

The minimum frequency of sampling of concrete of each grade shall be in accordance with following:

Quantity of concrete No. of Quantity of concrete in No. of samples

in the work samples the works

51 and above 4+ one additional for each additional 50 M. or part thereof.

NOTE : At least one sample shall be taken from each shift. Ten test specimens shall be made from each

sample, five for testing at 7 days and the remaining five at 28 days. The samples of concrete shall be

taken on each day of the concreting as per above frequency. The number of specimens may be suitably

increased as deemed necessary by the Engineer-in-charge when procedure of tests given above

reveals a poor quality of concrete and in other special cases.

3.7.2 The average strength of the group of cubes cast for each day shall not be less than the specified cube

strength of 150 Kg/Cm at 28 days. 20% of the cubes cast for each day may have value less than the

specified strength provided the locentral value is not less than 85% of the specified strength. If the

concrete made in accordance with the proportions given for a particular grade, does not yield the

specified strength; such concrete shall be classified as belonging to the appropriate lower grade.

Concrete made in accordance with the proportions given for a particular grade shall not, however, be

placed in a higher grade on the ground that the test strength are higher than the minimum specified.

3.8.1 The Engineer-in-charge shall be informed in advance by the contractor of his intention to strike the form

work. While fixing the time for removal of form work, due consideration shall be given to local conditions,

character for the structure, the weather and other condition that influence the setting of concrete and of

the materials used in the mix. In normal circumstances (generally where temperatures are above 20 C)

and where ordinary concrete is used, forms may be struck after expiry of periods specified in item No

9.1(A) for respective item of form work.

3.8.2 All form work shall be removed without causing any shock or vibration as would damage the concrete.

Before the soffit and struts are removed, the concrete surface shall be exposed, where necessary in

order to ascertain that the concrete has sufficiently hardened. Centering shall be gradually and uniformly

lowered in such manner as to permit the concrete to take stresses due to its own weight uniformly and

gradually. Where internal metal ties are permitted, the or their removable parts shall be extracted

without causing any damage to the concrete and remaining holes filled with mortar. No permanently

embedded metal part shall have less than 25 mm cover to the finished concrete surface. Where it is

intended to re-use the form work, it shall be cleaned and made good to the satisfaction of the Engineer-

in-charge. After removal of form work and shuttering, the Executive Engineer shall inspect the work and

satisfy by random checks that concrete produced is of good quality.

3.8.3 Immediately after the removal of forms, all exposed bolts etc., passing through the cement concrete

member and used for shuttering or any other purpose shall be cut inside the cement concrete member

to a depth of at least 25 mm below the surface of the concrete and the resulting holes be filled by

cement mortar. All fine caused by form joints, all cavities produced by the removal of form ties and all

other holes and depressions honeycomb spots, broken edges or corners and other defects shall be

thoroughly cleaned, saturated with water and carefully pointed and rendered true with mortar of cement

and fine aggregate mixed in the proportions used in the grade of concrete that is being finished and of

as dry consistency as is possible to use. Considerable pressure shall be applied in filling and pointing to

ensure thorough filling in all voids. Surfaces which are pointed shall be kept most for a period of

If rock pockets/honeycombs in the opinion of the Engineer-in-charge are of such an extent or character

as to effect the strength of the structure materially or to endanger the life of the steel reinforcement, he

may declare the concrete defective and require the removal and replacement of the portion of the

structure affected.

4.0 Mode of measurement and payment:

4.1 The consolidated cubical contents of concrete work as specified in item shall be measured. The

concrete laid in excess of section shown on drawings or as directed shall not be measured. No

deduction shall be made for –

(a) Ends of dis-similar materials such as joints, beams, posts, girders, rafters, purline trusses, corbels and

steps etc. up to 500 Sq. Cm. in section.

(b) Opening up to 0.1 Sq. M.

4.2 The rate includes cost of all materials, labour, tools and plant required for mixing, placing in position,

vibrating and compacting, finishing, as directed, curing and all other incidental expenses for producing

concrete of specified strength. The rate excludes the cost of form work.

4.3 The rate shall be for a unit of one cubic meter.

5.4.1 Providing and laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate

mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced

concrete work in :

(A) Foundation footing, base of columns and mass (B) Slabs, landings, shelves, balconies, internals beams

girders and cantilever up to floor two level (C) Columns, pillars, posts and struts up to floor two level (D)

Staircase up to floor two level (E) Vertical and horizontal fins up to floor two level.

1.0 Materials & Workmanship

1.1 The relevant specification of item No. 5.3.13 shall be followed except that the work shall be carried out

for reinforced concrete work for work as specified in item 1.2. In addition, the following stipulations shall

be followed for :

(a) The bars shall be kept in position by the following methods:

(i) In case of beam and slab construction, sufficient number of precast cover blocks in cement mortar 1:2

(1 cement : 2 coarse sand) about 4 cms x 4 cms section and of thickness equal to the specified cover

shall be placed between the bars and shuttering as to secure and maintain the requisite cover of

concrete over the reinforcement.

In case of cantilevered or doubly reinforce beams of slabs, the main reinforcing bars shall be held in

position by introducing chain spacers or supports bars at 1.0 to 1.2 meters centers.

(ii) In case of columns walls, the vertical bars shall be kept in position by means of timber temphtes with

slotes accurately out in them. The temphtes shall be removed after concreting has been done below it.

The bars may also be suitably tied by means of annealed steel wires to the shuttering to maintain their

position during concreting.

1.2 All bars projecting from pillars, columns beams, slabs etc., to which other bars and concrete are to be

attached or bounced to later on, shall be protected with a coat of thin neat cement grout, if the bars are

not likely to be incorporated with succeeding mass of concrete within the following 10 days. This coat of

thin neat cement shall be removed before concreting.

2.0 Mode of measurement and payment:

2.1 Relevant specifications of item No. 5.3.13 shall be followed.

2.2 The volume occupied by reinforcement shall not be deducted from R.C.C. work.

2.3 The rate shall be for a unit of one cubic meter.

Providing and laying in position Ready Mixed M-150 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 intransit mixer for a lead up to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for reinforced 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 work ability without impairing strength and durability as per direction

of theEngineer-in-charge. Without Fly Ash (Min cement level as per latest IS456 shall be maintained)

(Cement level 320 kg )The earth obtained from excavation shall be filled in layers not exceeding 20 cms. in

depth and water thoroughly after each layer and shall be properly consolidated with rammers so that no

hollow voids remain there. In general the work shall be carried out in the best manner so that no hollow

voids remain after work. Workmanship in general confirm to C –2.

Providing and laying in position Ready Mixed M-150 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 intransit mixer for a lead up to 10 kms having continuous agitated mixer, manufactured as per mix design

of specified grade for reinforced 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 work ability without

impairing strength and durability as per direction of theEngineer-in-charge. Without Fly Ash (Min cement level as

per latest IS456 shall be maintained) (Cement level 320 kg )The earth obtained from excavation shall be filled in

layers not exceeding 20 cms. in depth and water thoroughly after each layer and shall be properly consolidated

with rammers so that no hollow voids remain there. In general the work shall be carried out in the best manner so

that no hollow voids remain after work. Workmanship in general confirm to C –2.

Mode of Measurement shall be on cubic meter basis.

Providing and laying in position Ready Mixed M-200 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 intransit mixer for a lead up to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for reinforced 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 work ability without impairing strength and durability as

per direction of theEngineer-in-charge. Without Fly Ash (Min cement level as per latest IS456 shall be

maintained) (Cement level 400 kg )

Providing and laying in position Ready Mixed M-200 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 intransit mixer for a lead up to 10 kms having continuous agitated mixer, manufactured as per mix

design of specified grade for reinforced 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 work ability

without impairing strength and durability as per direction of theEngineer-in-charge. Without Fly Ash (Min cement

level as per latest IS456 shall be maintained) (Cement level 400 kg )

Mode of Measurement shall be on cubic meter basis.

Providing and laying in position Ready Mixed M-250 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 intransit mixer for a lead up to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for reinforced 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 work ability without impairing strength and durability as

per direction of theEngineer-in-charge. Without Fly Ash (Min cement level as per latest IS456 shall be

maintained) (Cement level 450 kg )

Providing and laying in position Ready Mixed M-250 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 intransit mixer for a lead up to 10 kms having continuous agitated mixer, manufactured as per mix

design of specified grade for reinforced 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 work ability

without impairing strength and durability as per direction of theEngineer-in-charge. Without Fly Ash (Min cement

level as per latest IS456 shall be maintained) (Cement level 450 kg )

Mode of Measurement shall be on cubic meter basis.

Providing and laying in position Ready Mixed M-300 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

reinforced 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

shall be maintained) (Cement level 475 kg )

Providing and laying in position Ready Mixed M-350 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

reinforced 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 456shall be

maintained) (Cement level 500 kg )

Materials & Workmanship :

Water shall conform to M-1. Cement shall conform to M-3. Sand shall conform to M-6. Grit shall conform to M-8.

Coarse aggregate shall conform M-12 B.

The proportioning of cement and aggregates shall be done by weight and necessary precautions shall be taken

in the production to ensure that the required work cube strength is attained and maintained. The controlled

concrete shall be in grades of M-100, M-150, M-200, M-250, M-300, M-350, M-400, with prefix controlled added

to it. The letter ‘M’ refers to mix and numbers specify 28 days works cube compressive strength of 150 mm

cubes of the mix expressed in Kg. / Cmt.

The proportion of cement, sand and coarse aggregates shall be determined by weight. the weight batch

machine shall be used for maintaining proper control over the proportion of aggregates as per mix design.

The strength requirements of different grades of concrete shall be as under:

Grade of Concrete Compressive strength of 15 cms 28 cubes in Kg./Cmt. at with I.S.

days conducted in accordance 516-1959

Preliminary test Work test

In all cases, the 28 days compressive strength specified in above table above be the criteria for acceptance or

rejection of the concrete

Where the strength of a concrete mix as indicated by tests, lies in between the strength of any two grades

specified in the above table such concrete shall be classified in for all purposes as concrete belonging to the

lower of the two grades between which its strength lies.

The proportions for ingredients chosen shall be such that concrete has adequate workability for conditions

prevailing on the work in question and can be properly compacted with means available except where it can be

shown to the satisfaction of the Engineer-in-charge, that the supply of properly graded aggregate of uniform

quality can be maintained till the completion of work. Grading of aggregate shall be controlled by obtaining the

coarse aggregates, in different sizes and being in them in the right proportions as required. Aggregate of

different sizes shall be stocked in separate stock piles. The required quantity of material shall be stock piled

several hours, preferably a day before use. The grading of coarse and fine aggregate shall be checked as

frequently as possible, the frequency for a given job being determined by the Engineer-in-charge to ensure that

the suppliers are maintaining the uniform grading as approved for samples used in the preliminary tests.

In proportioning concrete, the quantity of both cement and aggregate shall be determined by weight. Where the

weight of cement is determined by accepting the maker’s weight per bag a reasonable number of bags shall be

weighted separately to check the net weight. Water shall either be measured by volume in calibrated tanks or

weighed. All measuring equipments shall be maintained in clean and serviceable condition. Their accuracy shall

be periodically checked.

In is most important to keep the specified water cement ratio constant and at its correct value. To this end,

moisture content in both fine and coarse aggregates shall be determined by the Engineer-in-charge, according

to the weather conditions. The amount of mixing water shall then be adjusted to compensate for variations in the

moisture content. For the determination of moisture content in the aggregates, I.S. 2389(Part III) shall be

referred to. Suitable adjustments shall also be made in the weights of aggregates due to variation in their

moisture content. Minimum quantity of cement to be used in concrete shall not be less than 220 Kgs./M 3 in

plain concrete and not less than 250 Kg/M3 in reinforced concrete.

Mode of measurement and payment:

The consolidated cubical contents of concrete work as specified in item shall be measured. The concrete laid in

excess of section shown on drawings or as directed shall not be measured. No deduction shall be made for –

Ends of dis-similar materials such as joints, beams, posts, girders, rafters, purline trusses, corbels and steps etc.

up to 500 Sq. Cm. in section.

Opening up to 0.1 Sq. M.

The rate includes cost of all materials, labour, tools and plant required for mixing, placing in position, vibrating

and compacting, finishing, as directed, curing and all other incidental expenses for producing concrete of

specified strength. The rate excludes the cost of form work.

Providing and laying controlled cement concrete / Ready Mix Concrete of M-200 and curing

complete, excluding the cost of form work and reinforcement for reinforced concrete work in:

Providing and Laying ordinary cement concrete 1:2:4 (1-Cement 2-coarsesand: 4-graded stone

aggregates 20 mm nominal size) and finishing smooth with curing etc. complete including the cost of

form work but excluding the cost of reinforsement for R.C.C work in (iv) Slabs having more than 13 cm

and upto 15 cm.thickness

Providing and Laying ordinary cement concrete 1:2:4 (1-Cement 2-coarsesand: 4-graded stone aggregates

mm nominal size) and finishing smooth with curing etc. complete including the cost of form work but excluding

the cost of reinforsement for R.C.C work in (iv) Slabs having more than 13 cm and upto 15 cm.thickness

Mode of Measurement shall be on cubic meter basis.

Providing and Laying ordinary cement concrete 1:2:4 (1-Cement 2-coarsesand: 4-graded

stone aggregates 20 mm nominal size) and finishing smooth with curing etc. complete including the

cost of form work but excluding the cost of reinforsement for R.C.C work in (iv) Slabs having more

than 8 cm and upto 10 cm.thickness

Mode of Measurement shall be on cubic meter basis.

Item No. 16(A) :

Brick work using common burnt clay building bricks having crushing strength not less than

35kg./Sq.Cm.in foundation and plinth in Cement Mortar1:6 (1- Cement :6 - fine sand) (B) Conventional

Materials: Water shall conform to M-1 Cement shall conform to M-3 Sand shall conform to M-6. Brick shall

conform to M-15 Cement mortar shall conform to M-11.

The proportion of the cement mortar shall be 1:6 (1 cement : 5 fine sand) by volume.